ELEMENT BASED FOAM AND CONCRETE MODULAR WALL CONSTRUCTION AND METHOD AND APPARATUS THEREFOR

Abstract: An element based wall construction, process of modular construction and apparatus for constructing structures of spaced concrete cylinders (10) and beams (14, 100) and foam insulating blocks (50, 60). The wall construction includes spaced, vertical concrete cylinders (10) interconnected by horizontal concrete beams (14, 100), reinforced by centrally located reinforcing bars (42), with a pilaster (12) projecting inwardly beyond the cylinders (10) and beams (14, 100) to support roof and floor joists or trusses, and insulating foam blocks (50, 60) occupying the spaces between cylinders (10) and beams (14, 100). The process includes the construction of concrete column (10, 300) and beam (14, 100) forming assemblies interspersed with insulated blocks to form a complete wall structure for a building with exposed pilaster channels (200) at each floor and roof level connected to the beam (14, 100) and column (10) defining apertures, stabilizing the structure, and substantially continuously pouring concrete into the channels to create a unitary wall structure.

Description: Description Element Based Foam and Concrete Modular Wall Construction and Method and Apparatus Therefor Technical Field The invention relates to the field of element based modular building construction, using walls made of foam or other inexpensive polymeric insulating material, in or between which concrete vertical and horizontal columns and beams are formed at the construction site. Glossary of Terms As used herein, the following terms shall have the meanings set forth below: "Block" or "Insulating Block" means an elongated block of foam insulating material, preferably a polymeric. "Channel" means a form in which to pour concrete to define a concrete beam. "Code" means the Uniform Building Code and applicable federal, state and local building codes. "Joists or Trusses" means wooden I-beams or any other structural components used to support floors or roofs of a structure. "Pilaster" means a beam that includes a projecting, substantially coextensive ledge. "Rebar" means an elongated reinforcing bar, used for concrete and usually made of steel. "Substantially Continuous Pour" means a concrete pour which can be performed substantially continuously until completed, assuming availability of concrete and acceptable working conditions, such as light, temperature. Background Art Many attempts have been made to develop relatively inexpensive fabrication techniques for avoiding the high skill, labor-intensive traditional methods of constructing homes and small buildings. To the extent that inexpensive materials, which may be assembled relatively quickly by unskilled laborers, are feasible, the time required to construct a building and the attendant costs, both for labor and the money invested in land and building materials, can be considerably reduced. The prior art teaches many different ways to attempt to avoid the time-intensive and skilled labor-intensive techniques of building construction which are traditionally used. However, these approaches have achieved only limited success, because they have not sufficiently minimized labor, time and costly materials used in building construction. They have been too slow and too expensive. One of the interesting techniques for constructing relatively inexpensive housing and other buildings is described in U.S. Patent 4,532,745 to Kinard. In that patent, a concrete and polystyrene foam block wall construction is illustrated. Cylindrical, vertically extending apertures are molded or formed in each block. Each course of foam blocks is separated from its vertically proximate course by U-shaped wooden channels, which have core holes drilled therethrough in alignment with the cores or apertures in the foam blocks. The wooden channels serve to space the blocks, and permit the creation of horizontal, rectangular beams in the space between vertically aligned blocks, and act as fastening surfaces for mounting sheet rock or siding. In the Kinard patent, horizontal reinforcing bars are located in the concrete channels and in the vertical columns. In Kinard, single courses of foam Blocks and wooden channels are formed, held together by wooden braces, reinforcing bars are inserted, and the concrete is poured, one course at a time. Before a course is formed, a Rebar is inserted in each aperture, spliced in place, and foam Blocks and wooden channels placed over the Rebars. This process is repeated for each course. Each course must be braced and aligned with other courses before concrete is poured. The methods and structures disclosed by Kinard, although useful, are commercially impractical, because they are still too inefficient to assemble and construct. In addition, several features of the Kinard process and structure create a construction which will not meet applicable Code standards. Among the limitations of the Kinard construction and process are: 1. The expense and inconvenience involved in pouring each course separately. 2. The requirement to construct an elaborate bracing structure, to hold the insulating blocks in place, before and during the pouring and setting of the concrete. This bracing structure restricts movement and placement of the scaffolding necessary to place the concrete. 3. Lack of ability to conveniently locate plumbing and electrical conduits. 4. Lack of a teaching for sealing joint corners, so that concrete, when poured, will not leak. 5. Failure to provide teachings to permit use of the steel reinforcing bars in ways that meet Code requirements. 6. Requires the use of Rebars which are the height of the proposed wall or manually splicing the Rebars at each course, making the process labor intensive. 7. Lack of a teaching for aligning subsequent Block courses with one another horizontally. 8. Failure to provide a method for plumbing the wall structure in either the horizontal or the vertical directions. 9. Lack of the ability to integrate structural bearing components or elements easily into the wall construction process, or the final wall assembly. U.S. Patent 5,038,541 to Gibbar, Jr. shows a poured concrete form construction, in which external sheets of polymeric foam, and discrete polymeric interior foam spacers, form a mold. Concrete is poured into the mold and allowed to harden. This structure and system is cumbersome and time-consuming to assemble, and has some of the same limitations as the Kinard patent. U.S. Patent 4,731,971 to Terkl shows a construction for creating poured concrete walls, involving a pre-formed framework of polystyrene-concrete panels, which may be assembled on site for the insertion of poured concrete. The invention of Terkl, which involves the conveyance of the pre-formed panel elements to the construction site, is awkward and cumbersome to handle and use. U.S. Patent 4,742,659 to Meilleur shows wall modules created of plastic foam components, which must be interlocked, before concrete is poured, by the use of complex, cumbersome and expensive reinforcing bar coupling rods. Again, this construction is expensive and cumbersome. U.S. Patent 4,981,003 to McCarthy shows wall panels of expanded polystyrene beads, including structural members of two-by-four studs incorporated in the polystyrene form. This construction does not contemplate the use of concrete to provide structural integrity and strength to the wall structure. Background Art The prior art techniques for forming relatively inexpensive wall structures have been impractical, in many instances, and economically limited, for the following reasons, among other: a. They are difficult to erect and often require the cumbersome, expensive and time-consuming erection of bracing means to hold them in place during the assembly and pouring process, and the removal and storage of these heavy and costly bracing means. b. In some instances, they must be formed and concrete poured in courses, making the process slower and more expensive than desirable. c. Often, the construction does not comply with applicable Codes. d. The wall constructions do not include convenient provision for plumbing or electrical conduits and wiring, which must be separately handled. e. They do not provide facilities for easily hanging interior and exterior wall coverings, such as sheet rock or plasterboard, on the inside, and vinyl or other exterior siding. f. They often require relatively customized components, with expensive fabrication and assembly costs. g. They often do not provide easy means for capping joints and corners, to prevent "blowout" when concrete is poured. h. They do not provide convenient structures and means for attaching floor and roof joists and trusses to the wall structure. i. They often require unitary Rebars which are the height of the entire wall, making the construction process difficult to use. j. They do not provide convenient means for incorporating structural bearing columns into the wall assembly during construction of the wall. Disclosure of the Invention The invention has several aspects. They are: 1. Standardized bond beam and Pilaster Channels, splices and end caps, used for casting concrete beams. The Channels, splices and end caps are relatively inexpensive to fabricate, easy to install and erect, and provide a sealed structure, avoiding blowout during concrete pour and the requirement of expensive bracing components or systems. 2. A wall construction which is effective, relatively inexpensive to erect and provides integral means for easily supporting floor and ceiling Joists and Trusses and for mounting interior and exterior wall surfaces. 3. A wall construction which includes integral recesses for hanging junction boxes and electrical and plumbing wiring and conduits beneath the surface of the sheet rock interior walls and exterior siding. 4. A process for constructing building walls which allows all interior and exterior wall forms to be erected quickly and then completed with a Substantially Continuous Pour, and is thus easy, quick and relatively inexpensive to effect. 5. A wall construction which allows wall supports and floor and roof supports to be incorporated directly into the construction, and provides a convenient means to incorporate structural columns, if desired, into the wall assembly process and the final wall construction. 6. A wall construction which includes anchors for mounting sheet rock or siding. 7. An interlocking bond beam Channel structure, which provides for vertical and horizontal alignment of the Insulating Blocks, and a means of interconnecting them, for ease of aligning the wall structure, so that it can be easily adjusted for "trueness" (plumb) in the horizontal and vertical directions simultaneously. 8. A wall construction which includes an easily attachable and reusable system for bracing and stabilizing the Blocks during the erection process and for final precise adjustment of Insulating Blocks and interlocking Channels prior to, during and after the pouring of concrete. 9. A wall construction which includes integral door and window frames, and, if desired, structural columns, which can be formed during erection, ready to receive final assemblies. 10. A bond beam Channel, and means for adjusting the same, cast into the basement or ground floor footing of a structure, to create a level base for the entire wall structure of the invention prior to erection. - 1 - 11. A bond beam tie, which permits Code-required vertical Rebars to be retrofitted into the Insulating Block apertures after erection of the entire wall or at each floor level, simplifying Insulating Block and bond beam Channel erection. 12. A wall construction which is easily adapted to incorporate structural bearing columns. SUMMARY OF THE INVENTION 1. Bond beam and Pilaster Channels. One aspect of th invention is the bond beam and Pilaster Channels. These Channels are forms which are relatively inexpensive to produce, easy to assemble, and, when assembled, provide a closed structure which will withstand the pressure of a concrete pour. The Channel structure will easily orient Rebars, so they are properly located for structural strength and to meet Code requirements. Three basic Channel structures for horizontal bond beams, vertical bond beams an Pilasters - and appropriate end caps and splices - are used for all shapes and sizes of buildings. The bond beam and Pilaster Channels of the invention comprise spaced Channel elements, which engage and support the adjacent Blocks of insulation material, and are themselves held together by suitable ties. The ties are aligned to engage and support Rebars in proper position within the Insulating Blocks. In a preferred embodiment of the invention, vertical Channels permit the creation of concrete vertical bond beams further securely integrating the concrete elements of the structure. The vertical bond beams are recessed with respec to the interior and exterior surfaces of the Insulating Blocks, to provide vertical recesses for plumbing conduit, electrical wiring and the like. The vertical bond beams nee not extend through the entire elevation of a story of a building. They may only extend part of the way up if they are only to contain floor level electrical outlets. They will extend higher if wall mounted fixtures are required or if plumbing is mounted in the bond beam recesses. The vertical bond beams may also extend to the full height if they are to serve as concrete structural bearing columns; i this event, the tie length will correspond to the actual si of the overall column to be formed, and the protruding portion will be filled with dimensional lumber, or a prefabricated panel of appropriate size. The concrete horizontal and vertical bond beams formed by the Channels are narrower than the Insulating Blocks (unless a bearing column is created) , so that recesses are provided between Blocks, at the bond beams. Plumbing conduit, electrical wires, electrical junction boxes and th like are mounted in these recesses. This means that wallboards can be hung flush against the interior surfaces the Blocks and external decorative covering, such as siding, can be hung flush against the exterior surfaces of the Blocks, without having to make separate allowance for hangi wires, plumbing and junction boxes. 2. Pilaster Beams. A Pilaster beam construction is provided for each floor level and roof level. This construction serves two purposes. First of all, the Pilast beam Channel provides an inwardly extending pouring lip at each floor or roof level; this is the access area for the introduction of concrete to the entire wall structure. In this way, concrete may be poured into the Pilaster, and, since the entire wall structure of apertures and Channels i in fluid communication, there is no need to pour different courses of the wall at different times. Thus, an entire wa structure of a building may be formed in a Substantially Continuous Pour in a single day, saving time and money. Th Pilasters also provide inwardly projecting concrete lips, which will support the floor and ceiling Joists and Trusses. In one embodiment of the invention, anchor plates used to mount the floor and ceiling Joists and Trusses are locked i the concrete forming the Pilasters before the concrete is fully set, securing those anchor plates; the floor and ceiling Joists and Trusses are later secured to these anchor plates, supported by the concrete Pilasters. 3. The Wall Structure. The wall structures of this invention comprises spaced cylindrical concrete columns interconnected by horizontal concrete bond beams. In a preferred embodiment, vertical concrete bond beams connect horizontal bond beams. Insulating Blocks occupy the spaces between and among bond beams and columns. The vertical faces of the Insulating Blocks extend beyond the interior and exterior surfaces of the concrete bond beams, defining horizontal and vertical recesses at the bond beams. The recesses provide areas for mounting plumbing conduit, electrical wire, junction boxes and the like. Vertical pipes are inserted and run through the Pilaster Channels (through suitably drilled holes) and electrical wires are run around the Pilaster Channels and between floor Joists or Trusses. Centrally located in all of the concrete columns and beams are reinforcing bars, which are located to provide a structural, unitary wall and building construction which will meet applicable Codes. 4. Wall Anchors. The wall construction includes plastic wall anchors with end barbs. These anchors are inserted horizontally into Insulating Blocks and project into the column-forming cylindrical apertures therein. Interior and exterior plastic anchors are inserted before any concrete is poured, so that the anchors easily pass through the relatively soft material of the Insulating Blocks. Thus, they are securely anchored in the concrete after it is poured and cured. The anchors provide a secure surface for attaching siding and sheet rock, by nails or screws fastened into the anchors. 5. Process. The invention includes a process for creating walls of Insulating Blocks and concrete, involving the steps of: a. Constructing a concrete basement or footing, including a course of horizontal bond beam Channels, with L-shaped Rebars, and placed and leveled before concrete is poured. b. Placing courses of Blocks with cylindrical vertical apertures extending there through around the periphery of said basement or footing, over the Rebar dowels and seated in the first course of bond beam Channels. c. Inserting Channels between vertically spaced courses of Blocks to define closed, horizontal recesses spaced inwardly from the vertical surfaces of said Blocks; d. Sealing said Blocks and Channels to define a closed system, except for Pilasters projecting at each floor level and the roof level; and e. Substantially Continuously Pouring concrete into said Pilasters and thereby into said Channels and apertures to create a unitary concrete structure. In the preferred embodiment of the invention, reinforcing bars are centrally located in the horizontal bond beam Channels as they are assembled. The Rebars are inserted in the vertical apertures in Blocks, after an entire wall structure has been erected, but prior to concrete pour. In the preferred embodiment of the invention, the bond beam and Pilaster Channels are interlocked and sealed to form a substantially closed, substantially unitary structure in fluid communication. In order to provide stability to the wall form, before and during concrete pour, guy wires or ropes are releasably attached from the ground to the interior and exterior surfaces of the bond beam Channel structure, to secure the wall structure, and provide a means of final adjustment of the wall structure. The guy wires or ropes are then easily removed for reuse, once the concrete has been poured and set. In a preferred embodiment of the invention, many elongated, nail-like thermoplastic anchors are inserted through the Insulating Blocks. Each anchor has a head which overlies the surface of the Block and a tip projecting into the cylindrical apertures. When the concrete sets, the tips of the anchors are locked in the concrete. Sheet rock or siding can then be screwed or nailed to the plastic anchors. In another preferred embodiment of the invention, suitable means, such as anchor plates, are inserted in the Pilasters for the floor and ceiling Joists and Trusses. The anchor plates may be put in place and mounted on the Pilasters before concrete is poured or after the concrete is poured, but before it is fully set, so that fastening means for the anchor plates may be easily pushed into the only partially set concrete of the Pilasters. This avoids the need to manually hammer or screw in fastening means after the concrete is fully hardened. In this way, the anchor plates are securely locked in the concrete, with minimal effort. The Joists or Trusses are then nailed or otherwise fastened to the anchor plates after the concrete has fully εet. ADVANTAGES OF THE INVENTION The invention provides the following advantages, among others: 1. A relatively low-cost interior and exterior wall construction, for building affordable housing. 2. The material costs for the wall structure of the invention is relatively low, due to the use of standardized components of low cost materials. 3. The erection cost for the wall structure of the invention is relatively low. 4. Erection may be done relatively quickly, with the use of unskilled laborers. 5. The invention allows a complete interior and exterior building wall structure form to be erected first, and the concrete then poured, in a Substantially Continuous Pour, usually in a single day. 6. The construction of the invention allows concrete beams, reinforcing bars and concrete columns to be constructed to provide an extremely strong, unitary structure, which meets applicable Code requirements at a relatively low materials cost. 7. The Pilaster Channel construction of the invention allows the wall structures to be poured in a single, Substantially Continuous Pour. It also permits the floor and ceiling Joists and Trusses to be secured by fasteners inserted in the Pilasters, after that concrete has been poured and partially set, but before it is fully set. 8. The wall structure of the invention has built-in plastic anchors, which provide for easy mounting of internal and external decorative wall surfaces, such as plasterboard and vinyl siding. 9. The invention provides for the creation of recesses, at the bond beams, and beneath the interior and exterior surfaces of the Insulating Blocks. These recesses permit plumbing conduits, electrical wiring, junction boxes and the like to be mounted below the surfaces of the Blocks, without interfering with the adjacent mounting of surface covers, such as wallboard and siding, and without creating significant additional expenses. 10. The wall structure and process of the invention permit the accurate placement of reinforcing bars in the concrete columns and beams, so that the reinforcing bars are optimally utilized, and provide optimum structural reinforcement, and permit the Rebars to be inserted in place in the Blocks after the entire wall structure has been erected, by threading the Rebars through apertures in the ties for the Channels. OBJECTS OF THE INVENTION It is therefore an object of the invention to provide a wall construction and process which significantly improves the prospect for creating relatively low-cost, affordable housing. A further object of this invention is to provide affordable housing which is safe and sturdy, and will meet all applicable Codes. Another object of the invention is to provide a wall construction and process which utilizes relatively low-cost materials and unskilled labor, while providing a sturdy and attractive basic structure. Yet another object of the invention is to provide a wall structure and process which are relatively quick and easy to assemble, using standard, prefabricated Insulating Blocks and bond beam and Pilaster Channel components. An additional object of the invention is to provide a wall structure and process for which concrete for an entire building wall structure can be poured in a single. Substantially Continuous Pour. A concomitant object of the invention is to provide a wall structure and process which permit floor and roof Joists and Trusses to be securely fastened in the concrete structure. Still another object of this invention is to provide a wall construction which incorporates plastic anchors, embedded in the concrete, providing easy fastening access to the wall for the purpose of fastening external surfaces, such as wallboard and siding. A further object of the invention is to form the openings for door and window assemblies in the wall structure. An additional object of this invention is to provide easily installed and reusable adjustable bracing for the wall structure. An additional object of the invention is to permit the wall structure to be easily adapted to create concrete columns which will support girders, when required to allow for - say - large window walls or to mount girders. Girders are off required when an open space is incorporated at a floor level. These and other objects of the invention will become apparent after reading the following specification, when considered in view of the appended drawings. Brief Description of the Drawings In the drawings: Fig. 1 is a fragmentary perspective view of an excavated footing incorporating an initial course of horizontal bond beam Channel replete with L-shaped Rebar dowels, in accordance with this invention; Fig. 2 is a partially exploded perspective view of a horizontal bond beam channel; Fig. 3 is an end view of a horizontal bond beam channel; Fig. 4 is a perspective view of an Insulating Block, in accordance with this invention, with cylindrical apertures on 16-inch centers; Fig. 5 is a view, similar to Fig. 4, of an Insulating Block, but with cylindrical apertures on 8-inch centers; Fig. 6 is a perspective view, partly broken away, of a Pilaster Channel of this invention; Fig. 7 is an end view of the Pilaster Channel of Fig. 6; Fig. 8 is a perspective view of a one-story vertical bond beam Channel of this invention; Fig. 9 is a view, similar to Fig. 8, of a half-story vertical bond beam Channel; Fig. 10 is a perspective view of a section of a formed wall of this invention; Fig. 11 is a view, similar to Fig. 10, with the Insulating Blocks and Channel members partly removed; Fig. 12 is a fragmentary perspective view of a wall, in accordance with this invention, having a window aperture; Fig. 13 is a perspective fragmentary view of a wall with a door aperture in accordance with this invention; Fig. 14 is a perspective view, similar to Fig. 10, showing the Pilaster and horizontal bond beam splices exploded; Fig. 15 is a perspective view of the rear of a horizontal bond beam splice of this invention; Fig. 16 is a perspective view of the front face of the horizontal bond beam splice of Fig. 15; Fig. 17 is a perspective view of a Pilaster beam splice, with two holes drilled in it to permit insertion of plumbing pipes or sleeves; Fig. 18 is a perspective view of the rear Pilaster Channel splice; Fig. 19 is a perspective of an end cap for sealing the end of the Pilaster Channel segment illustrated in Fig. v 26; Fig. 20 is a perspective view of an end cap for a horizontal bond beam Channel; Fig. 21 is a perspective view of opposite Pilaster Channel end caps; Fig. 22 is an end view, partly exploded, of a Pilaster Channel; Fig. 23 is an end view, partly exploded, of a horizontal bond beam Channel; Fig. 24 is a top view partly exploded, of a vertical bond beam Channel; Fig. 25 is an end view, partly exploded, of a double Pilaster Channel; Fig. 26 is an end view, partly exploded, of a Pilaster beam end piece, used to form a corner, as seen in Fig. 40; Fig. 27 is a fragmentary cross-section of the wall structure of the invention, looking into a vertical bond beam Channel, showing a recess with plumbing and electrical wiring inserted, and showing the placement of vertical and horizontal Rebars to meet Code; Fig. 28 is a view, similar to Fig. 27, showing a horizontal bond beam Channel in section, showing the placement of horizontal and vertical Rebars to meet Code, with electrical wiring inserted; Fig. 29 is a perspective view of a partly assembled building in accordance with this invention, with floor and roof Trusses inserted; Fig. 30 is a partial cross-sectional view through a footing, showing the footing with a horizontal bond beam and Insulating Block inserted, after concrete is poured; Fig. 31 is a fragmentary view, similar to Fig. 30, showing the Pilaster beam construction in cross-section, with guy turnbuckles attached; Fig. 32 is a view, similar to Fig. 31, showing a horizontal bond beam section of a wall; Fig. 33 is a fragmentary view, similar to Fig. 32, showing the mounting of sheet rock on the wall; Fig. 34 is a fragmentary vertical cross-sectional view of a wall structure, after concrete has been poured and set, showing a footing and two stories, with an anchor plate inserted and Truss attached; Fig. 35 is a partial vertical cross-sectional view of a two-story slab-on-grade structure with Pilaster frost wall serving as a brick shelf, and guy lines attached; Fig. 36 is a view, similar to Fig. 34, in cross-section, showing a raised ranch with basement structure, having a double Pilaster configuration capable of supporting a floor and exterior deck, with guy lines attached; Fig. 37 is a partial cross-sectional view of a wall structure of this invention with a door insert; Fig. 38 is a partial cross-sectional view of a wall structure of this invention with an elongated window insert; Fig. 39 is a view, similar to Fig. 38, with a typical window insert; Fig. 40 is a top plan view of a corner of the wall structure of this invention, at a Pilaster Channel, showing the connection of two abutting Pilaster Channels; Fig. 41 is a view, similar to Fig. 40, at the intersection of two horizontal bond beam Channels forming a corner; Fig. 42 is a partial cross-sectional view of an internal wall of a building, showing guy wires attached to ferrules cast in the concrete; Fig. 43 is an enlarged cross-sectional view of a horizontal bond beam Channel, showing sheet rock and siding attached and showing wiring and plumbing installed; Fig. 44 is a perspective view of an alternate tie construction of this invention, showing Rebars in phantom; Fig. 45 is a view, similar to Fig. 44, without the Rebars; and Fig. 46 is a cross-sectional view of a vertical bond beam Channel adapted to create a structural bearing column. Best Mode for Carrying Out the Invention Introduction This invention relates to an element based interior and exterior modular wall structure, a process for creating the wall structure and improvements in wall structures. < The wall structure is composed of blocks of polystyrene foam or other insulating material, containing poured-in-place reinforced concrete columns and beams. The concrete columns and beams are the structural elements of the wall and the Insulating Blocks act aε forms for the columns and insulate the wallε of the ultimate building. It is to be noted that, although the description illustrated is generally directed to exterior wall εtructureε, aε will be seen below, the exterior wall structureε are combined with interior wall structures, also created in accordance with this invention, to form a building. The processes and articles of this invention may be used to create low-cost single-family and multiple-family homes, garages, storage buildings, commercial buildings and structureε for virtually any εort of application. They may be conεtructed in all climates and geographic areas of the world. The basic elements of the wall εtructureε are: 1. Horizontal and Optional Vertical Bond Beam Channelε. Theεe Channelε act aε the moldε for forming concrete horizontal bond beams, which secure the vertical concrete columnε and, if desired, vertical concrete bond beams. Horizontal Channels are generally designated 100 and vertical Channelε 300. 2. Pilaεter Channelε. Pilaεter Channelε 300 are a εpecialized type of bond beam Channel, uεed at every floor and roof line. They εerve two functionε. Firεt, they provide the conduitε for pouring concrete, which permits an entire structure to be poured in a Subεtantially Continuouε Pour. Second, after the concrete iε poured and εetε, they allow floor and roof Joiεtε and Truεεeε to be directly εupported by the Pilaεterε, preferably by anchor plateε faεtened into the concrete of the Pilaεterε and inεerted prior to concrete pour or while the concrete is setting. 3. Splices and Caps. These are bond beam and Pilaεter Channel splice members 400 and 500 (the spliceε) that connect intersecting bond beam and Pilaster Channels, and members 440, 460, 560 and 570 that act as end cap members (the caps) , εo that a closed, sealed structure of bond beam Channels and Insulating Blocks is created, except for pouring access at the Pilaster Channels. Thus, when concrete is poured, it cannot leak and is confined to flow through openings in the apertures of the Insulating Blocks and in the bond beam and Pilaster Channels. 4. Wall Anchors. These anchors 710 may be standard, commercially available plastic anchorε, inserted through the Insulating Block 50 or 60 material into the internal cylindrical column apertures 52 or 62, and having a tip which projects into the aperture. When the concrete is subsequently poured and setε, the tip of the plastic anchor, which is preferably barbed, is securely fastened in the concrete. The head of the plastic anchor sitε flush on the surface of the Inεulating Block, and serves as a fastening surface for attaching wallboard or siding or structural elements., such as kitchen εink brackets or outdoor lighting fixtures, to the wall εtructure of the invention, by the use of screws or nails fastened into the anchor. 5. Insulating Blocks. These Blocks 50 and 60 are the standard εectionε of inεulating material, preferably foam bead polyεtyrene, which are commercially available in εtandard sizes. These Blockε εerve εeveral functions. First of all, they serve as for ε for molding the vertical cylindrical concrete columnε that provide a significant part of the structural strength of the wall. Secondly, because the foam has a high "R" value, it serves as a heat and sound insulator, rendering the building being constructed more efficient because it is well insulated. Third, they act as a surface for mounting sheet rock and siding. 6. Rebars. Rebars 28 are preferably εtandard, commercially available, elongated cylindrical εteel bars. They are mounted inside the vertical columns and in the bond beamε and Pilaεter Channelε, and are formed into the concrete columnε, bond beamε and Pilasters, to provide reinforcement and to structurally tie together the components of the concrete wall structure into a unitary, load-bearing structure which meets Code requirements. 7. Window and Door Units. These are preferably εtandard, commercially available unitε or assemblieε which are mounted in εuitably defined apertureε in the wall εtructure, to complete the εtructure of a building. Detailed Discussion of the Elements 1. Horizontal Bond Beam Channels. Fig. 1 illustrateε a horizontal bond beam Channel of the invention. Each horizontal bond beam Channel 100 has three discrete componentε. They are: a. Front bond beam Channel member 120; b. Rear bond beam Channel member 120; and c. A multiplicity of ties 160. The front and rear Channel members 120 are identical, but one is reversed from the other when uεed to create a bond beam Channel. Each Channel member 120 iε composed of five surfaces. Opposed vertical flangeε 122 and 130 are interconnected by the C-shaped connecting section, made up of horizontal members 124 and 128 and vertical member 126. At each internal right-angle bend between memberε 124 and 126 on the one hand and 126 and 128 on the other hand are spaced slotε 132, cloεed by flaps 134. The slots are located on eight-inch centers. The flaps 134 are normally closed, to prevent concrete leakage, until they are displaced by insertion of legs 162 or 164 of the tie members 160, as diεcussed below. In a preferred embodiment of the invention, the height of flanges 122a and 130a iε \ incheε and the height of central flange member 126 iε six inches. Lipε 124 and 128 have a preferred depth of 1\ inches. The length of each Channel member 120 iε eight feet. Each Channel member 120 deεirably includes one inch vertical flanges 122b and 128b; the flangeε are used to mount sheet rock covers for the plumbing and electrical, recesses 160, as described below. As illuεtrated in Fig. 2, each of the tieε 160 haε a pair of depending legs 162 and 164 and a central member 166. In the middle of the central member is an L-shaped slot 170, having a section 172 proximate the edge and an internal section 174. Each slot 170 iε of such dimensions (slightly wider than the Rebar diameter) that it will snugly accommodate up to three vertical Rebars εerve to guide the Rebars when they are inserted into the wall structure, and hold the Rebars in vertical alignment at the centers of the Block apertures 52 and 62 which, when filled with concrete, constitute cylindrical concrete columns 8 and 10, aε εeen in Fig. 31. The slots 170 guide, orient and hold the Rebars in place. The ties 160 also secure the two bond beam Channel members 120 together in the correct spatial relationship. The dimensions and location of the horizontal Channel members 120 and cylindrical apertures 52 and 62 in the Blockε iε εuch that Rebarε inserted through the ties 160 will be centrally located in the apertures 52 and 62. Horizontal member 166 of each tie 160 is preferably five inches long, so that when concrete is poured between the two bond beam Channel members 120, a bond beam of rectangular crosε-section (preferably 5" x 6") is formed. As seen in Fig. 2, slots 132 in each bond beam channel are located approximately eight inches apart, but only alternate upper and lower slotε are occupied by tieε, εo that the upper and lower tieε are located εixteen inches apart in staggered relationship. A tie is also deεired at each end of the top of the bond beam, to secure the spliceε - or end capε - (deεcribed below) to the bond beam Channels 100. Thus, the horizontal bond beam Channels, when assembled and capped, form a unitary structure which will accommodate an Inεulating Block εnugly within flangeε 122 and 130, below and above the bond beam Channel. When the bond beam Channel memberε 120 are about to be placed above the Insulating Blocks, the tieε 160 are first hammered in place, through slotε 132, creating a tight fit therebetween. Aε they are hammered in place, pointε 166 diεplace cloεure flaps 134. Those slots 132 that do not have tie legs projecting through them are closed by the flaps 134; this preventε leakage of concrete through the εlotε when the concrete iε poured. Fig. 44 εhowε an alternate tie conεtruction 160'. Tie 160' is a flat strap with slot 170' to guide and accommodate two Rebars. Tie 160' has an aperture 168' at each end, for inεertion of εcrewε. This allows the tieε to be εcrewed into the Channel memberε. In that event, εlots 132 and flaps 134 do not need to be formed into the Channel memberε. Tie 160' has an elongated, straight εlot 170', which iε of a size to snugly guide and accommodate two Rebar diameters, shown in phantom. The bond beam Channel members 120, and ties 160 and 160 ' , can be made of many relatively inexpensive materials. In one preferred embodiment of the invention, the bond beam Channel members 120 are made of 20 gauge sheet metal and ties 160 or 160 ' are made of 12 gauge sheet metal stampingε. In another preferred embodiment of the invention, the bond beam Channel members 120 and ties 160 and 160' are formed of extruεions of commercially available polyvinylchloride or other thermoplastic material. Theεe materials are also used for the vertical bond beam and Pilaster Channel memberε and tieε. Although it iε preferred to uεe separate ties to fasten the Channel memberε of the horizontal, vertical and Pilaεter Channelε, it is within the scope of thiε invention to form the ties and Channel members in a unitary structure, for example, in unitary injection molded sections. This would eliminate the labor in assembling the Channel members. The horizontal bond beam Channel members 120 are created in standard 8-foot long lengths. They may be cut with a saw, to accommodate the particular internal or external wall dimensionε of the building being constructed, and to form suitable openings for doors and windows. 2. Pilaεter Channelε. The structure of the Pilaster Channels 200 is seen in Figs. 6 and 6'. Each Pilaster Channel constituteε five elementε. They are: a. Internal Pilaεter Channel member 210; b. External Pilaεter Channel member 240; c. Lower Pilaster tie members 160; d. Upper Pilaster tie members 260; and e. When a course of Blocks is to be added above the Pilaster, an angle-bar 280 is needed. The Pilaster Channels are used wherever a floor or roof is to be εupported. The Pilaster Channels serve two functions. They are the conduit through which concrete iε introduced into the cylindrical apertures 52 and 62 in the Insulating Blockε and into bond beam Channelε 100 and 300. They alεo act as support εurfaceε for the floor and roof Joists and Trusεeε. External Pilaεter channel member 240 is substantially identical to horizontal bond beam Channel member 120, except that the central section 246 is substantially higher, being twelve inches in height, rather than the six inches in height of member 120. In all other reεpects, these two Channel members are the same. External Pilaster Channel member 240 is made up of upper and lower vertically extending flanges 242 and 250, horizontally extending webs 244 and 248 and vertical member 246. Along the upper and lower edgeε of vertical member 246 are spaced slotε 232, which are normally cloεed by flapε 234 (not εhown) . The flapε 234 are like the flapε 134 and are diεplaced when the appropriate legε 262 and 264 of the ties 260 are inεerted therethrough. Thoεe slots 232 that do not have tie legs projecting therethrough are closed by the flaps 234. In this way, concrete leakage is prevented. Alternately, the need for slots and flaps can be avoided if the tie construction of Fig. 44 iε uεed. The εpacing between tieε permitε concrete to be poured into the Pilaster Channel. As seen in Fig. 6, the ties 260 and 160 are located in alternately staggered relationship to provide structural strength to the Channel, withoutneeding aε many tieε as there are slots. Internal Pilaster Channel member 210 haε lower vertical flange 212 and horizontal web 214, which are of the same dimensions as the correεponding external Pilaεter Channel members 242 and 244. However, the Pilaεter Channel member 210 haε a vertical web 216, an outwardly projecting wall member 218, with a vertically extending flange 220 and a horizontal flange 222. The εpacing between flange 220 and web 246 of the two Pilaεter Channel memberε is 14 inches. The lower ends of the Pilaεter Channel 200 are held in place by ties 160, which are identical in all respectε to the tieε that are uεed for horizontal bond beam Channelε 120. Tieε 260, which are uεed at the top of the Pilaεter channel memberε, are in εubεtantially all respects the same aε tieε 160, except that they are 14 incheε long, to accommodate the εpacing between ele entε 220 and 246. Slot 270, which iε of the same shape and dimenεionε aε εlot 170 in tie 160, iε located the εame distance from the wall member 246 as is the slot 170, so that the slotε 170 and 270 will guide and hold the Rebars pasεing therethrough in vertical alignment into the centerε of the cylindrical apertureε 52 or 62, aε the caεe may be. In forming the Pilaεterε, the upper ledge of the Pilaεter iε deεirably at leaεt about one-and-one-half timeε the width of the baεe of the Pilaεter. Angle-bar 280 iε faεtened by the attachment of leg 282 to the tie memberε 260, uεing εuitable εcrewε or rivetε. The purpoεe of angle-bar 280 iε to hold the next courεe of Inεulating Blockε in place, sandwiched between flanges 250 and 284. Vertical flange 284 is in vertical alignment with vertical web 250 of the Pilaster channel member 240. At the roof Pilaster Channels, there is no next course of Blockε, εo no angle-bar is needed there. The Pilaster Channel memberε and tieε are preferably all formed of the εame material. In one preferred embodiment, they are all formed of stamped sheet metal. In another preferred embodiment, they are formed of extruded polyvinylchloride. The materials are preferably the same as the materials of the bond beam Channel members. As with the horizontal bond beam Channel members, the Pilaster Channel members preferably come in eight-foot lengthε, and may be cut, if deεired, to accommodate any structural changes, as for doors, windows and shortened walls. It may be deεired to create internal walls (between rooms) , or porcheε, platforms and other external overhangs that require external support. In those instances, a double Pilaster Channel 202, aε εhown in Fig. 25, iε utilized. The double Pilaεter Channel 202 iε identical to the single Pilaster Channel, except that it has two Pilaεter Channel memberε 210, aε illuεtrated, and requireε twenty-two inch tieε with Rebar εlotε 270 in their geometric centerε (not εhown) , to center the Rebars. Joistε and Truεses may be secured to the double Pilasters, in the manner indicated for the single Pilasterε, and utilized to support additional floors, porches, etc. 3. Vertical Bond Beam Channelε Aε beεt seen in Figs. 8, 9 and 24, the vertical bond beam Channel 300 iε compoεed of two opposed bond beam Channel members 320, secured by ties 360. The vertical bond beam Channel members are of subεtantially the εame εhape and dimenεions as horizontal bar beam channels 120, except that center web members 326 are preferably eight inches long, to create 5" x 8" concrete bond beamε. The vertical bond beam Channelε may come in 8'6" lengthε, to occupy an entire εtory elevation of a structure. Preferably, however, they are constructed in four-foot lengthε 320', becauεe the Insulating Blocks are only four feet high. It may be deεired to create a vertical bond beam, which iε eight incheε wide by up to twenty two incheε deep, to provide additional εtructural support to a wall. This may occur when a large window wall is being created or when a girder is being incorporated into a building and needs a support member. In these instances the eight foot six inch bond beam memberε 320 will be uεed to create the bond beam Channel but, instead of five inch ties 360, longer ties 360' are uεed, aε εeen in Fig. 46. The length of the tieε 360 and consequently the depth of the resulting bond beam will be varied according to Code requirementε and the load to be carried by the bond beam. The open εpace created by theεe deeper vertical Channel members will be filled by nailing or screwing lumber in to fill the εpace, for example. Thiε iε illuεtrated on Fig. 46, where conventional Channel members 310 are used, with extra long ties 360'. The spaces caused by the extended Channel form are filled with pieces of dimensional lumber 380, 382 and 384, which are nailed or εcrewed to the Channel member 310. If no plumbing is to be mounted at a location between Blocks and no electrical fixtureε are to be located more than four feet from the floor, and if a vertical bond beam iε not needed for εtructural support, only four feet of vertical bond beam will be created in that story. Where plumbing must go from floor to floor, wall mounted electrical fixtures are to be installed or structural εupport iε needed, an eight foot six inch vertical bond beam Channel is created between two floors, uεing two four-foot εectionε and a εplice or one eight-foot six inch member 310. The Channel memberε 320 have l\ " cut-outε 310 at each end. Theεe are needed to accommodate horizontal εplice memberε 400 (εee Figε. 15 and 16) when interεecting vertical and horizontal bond beam Channelε are connected, aε εeen in Fig. 10. The Channel members 320 are fastened by the insertion of ties 360 within overlapping slotε 332 in the adjacent horizontal bond beam Channel members. The vertical bond beam ties 360 are identical to the horizontal bond beam ties 160, except that the central portion 366 is solid. The vertical bond beam Channels are conεtructed in the εame way aε the horizontal bond beam Channelε, with the legs 362 and 364 of ties 360 being hammered into εlotε 332, in staggered relationship on opposite sides of the Channel members. 4. Caps and Spliceε In order to cap the ends of the horizontal and vertical bond beam and Pilaster Channelε, at the ends of wall sections or where window or door openings are created, and in order to splice interεectionε between horizontal and vertical bond beam Channels, respective cap and splice members are provided. The Pilaster splice members 510 and 540 are the same size and crosε-εectional εhape aε the Pilaster Channel members 210 and 240. The splice memberε are deεirably about 24 incheε in length, to securely bridge the eight-inch space acrosε a vertical bond beam, aε seen in Fig. 14 and be securely faεtened at the endε to the Pilaεter Channel memberε 210 and 240. The Pilaεter splice member 510 has notched ends 512 that extend eight incheε into and overlap the Pilaεter Channel memberε 210 on each side when inserted, and are interconnected by having tieε 260 inεerted through aligned slots 232 and 532 in the overlapping Pilaster member 210 and Pilaster splice member 510. Apertureε 520 in the Pilaεter member 510 are drilled, when needed, to permit a pipe to pasε from one εtory of a building to the next. Similarly, the Pilaεter splice member 540 has eight-inch εlotted ends 542 that extend into and overlap the end of the rear Pilaster member 240 and is interconnected by ties 260 extending into aligned εlots 232 and 532. Figs. 15 and 16 εhow the horizontal bond beam Channel εplice member 400. The front and rear splice members 400 are the same, and have extended sections 412 which overlap the horizontal bond beam Channel members and are attached by ties 160 fastened into aligned slotε 132 and 432. The horizontal bond beam splice members 400 are uεed at all interεections of Channels 100 with the vertical bond beam Channelε 300'. Fig. 21 εhows Pilaster end caps 560 and 570, which are constructed to cap the left and right ends of each Pilaster Channel, and contain concrete flow. This iε needed at the endε of each wall εection. The end capε are connected by tieε inserted into aligned slots 232 and 532 in the Pilaster Channel and end cap members. Similarly, end caps 440 and 460 are provided to cap the respective six inch horizontal and double twelve inch vertical bond beams at the ends of each wall section. These are seen in Figε. 20 and 19, reεpectively, and in Figs. 41 and 40. Aε seen in Fig. 40, the right-angle intersection of two Pilaster Channels is handled by cutting off a two-foot εection from one Pilaεter Channel member 210a and replacing it with an equal length section from a rear Pilaster Channel member 240, thus creating a two-foot bond beam at the end of thiε wall, to accommodate the perpendicular Pilaεter Channel. A croεε-section of this Channel section iε εhown in Fig. 26. The splices and end caps are constructed of the same material as the Channel members. 5. Wall Anchors Figε. 27 and 28 εhow εtandard commercial plastic anchors 710 inεerted in Block 60. Theεe plastic anchors 710 are conventionally uεed for anchoring thin foam sheets of insulating material to the earth, creating inεulated floors. In their prior art commercial use, thin polyεtyrene foam sheeting is to be placed under a concrete floor slab; the sheet iε placed on the ground and the anchor iε preεsed through the sheet and projects into the ground to hold the inεulation εheeting in place prior to the concrete pour. When the concrete is poured, it setε above the sheeting. In the practice of this invention, plastic anchors 710, which may be the commercially available plaεtic anchorε illuεtrated or could be other sizes and shapes, are presεed through the walls of the Insulating Blocks 50 and 60 as needed, so that they project into the cylindrical apertures, respectively 52 and 62. Many anchors are located about the wall form, preferably on εixteen inch centers, as seen in Fig. 29. After concrete is poured and the cylindrical apertures are filled with concrete, the concrete sets, locking the anchors 710 into the concrete columns. The flat outer head 712 of the anchor sits the external surface of the Inεulating Block, and the toe 714 projectε into aperture 52 or 62, as the case may be. The toe has barbε 716 to enhance engagement with the concrete. The anchor 710 is used aε a receptacle for inεerting εcrews or nails to secure εheet rock, εiding or anything elεe that iε deεired to be hung from the wall εtructure of the invention, aε seen in Figs. 27 and 28. Plastic anchors usable in the invention are commercially available from Aztec Concrete Accesεorieε, Inc. of Orange, California. 6. Rebarε The Rebarε used in the practice of the invention are preferably standard, commercially available steel bars. They come in standard twenty foot lengthε, but can be ordered in any deεired length at little or no additional coεt. In order to meet Code, each length of a Rebar εplice (an overlap of two Rebars) must be at least forty times the diameter of the Rebar. Thus, if a one-half-inch diameter Rebar is uεed, the Rebar εplice length must be at least twenty incheε. Code permitε the εplicing of Rebarε, provided that there is at least forty bar diameters of overlap and that the two Rebars that overlap are contiguouε. In order to accommodate easy handling of the Rebars in the invention and to meet Code, Rebar members may be overlapped and connected, using standard, commercially available extension clips 752, as seen in Fig. 31. In the cylindrical apertures 52 and 62, the splices are held in place by ties 160 or 260, as applicable. Where vertical and horizontal Rebars cross, it is not necessary for them to be connected to each other, to meet Code requirements, but it is desirable to use crosε clipε 750, aε seen in Fig. 31, to hold the Rebars in proper position prior to concrete pour. Cross clips are alεo commercially available. Horizontal and vertical Rebar memberε are properly poεitioned to meet Code Requirementε, by the use of spacer wheels 820 in the vertical Channel memberε and cradleε 810 in the horizontal Channel memberε, aε seen in Figs. 27 and 28. Different diameterε of Rebarε may be utilized. The standard Rebar diameters are one-half inch, three-quarters inch and one inch. The diameter selected will depend upon the size of the building being conεtructed and itε εtructural requirements. The size of tie εlotε 170 and 270 are εelected to εnugly engage the Rebars being used in the εtructure. 7. Inεulating Blockε In the preferred embodiment of the invention, the Inεulating Blockε 50 and 60 are standard, commercially available bead polystyrene foam blocks. They are commercially sold in blocks that are eight feet long, four feet high and eight inches deep. The Blocks are sold having different "R" values, providing different degrees of insulation. A preferred Block, for the practice of the invention, would have an R value in the range from about 25 to about 32, to provide good inεulation from heat and cold. The polyεtyrene material from which the Inεulating Blockε are made doeε not form a part of the invention and are commercially available Blocks are manufactured and may be purchased from Insulation Corporation of America, for example. Although bead polystyrene foam blocks are preferred, because of their relatively low cost, eaεe of handling and good insulation value, it is within the purview of this invention to uεe other polymer foamε and other inεulation materials as well. For example, polyurethane foam Blockε are available and may be used. The Insulating Blocks are provided with 5-inch diameter holes, deεirably located on 8-inch (holes 52) or 16-inch (holes 62) centerε, or any multiple of 8-inch centers. The Blockε 50 in the basement of any structure will desirably have cylindrical apertures 52 located on 8-inch centers, for greater structural strength. Blocks 60 above the ground level will have apertures 62 on 16-inch centerε, because not as much εtructural strength is needed. Eight-inch multiple spacing of columns is deεired becauεe Codeε are uεually baεed on multiples of eight-inch spacing between studε. The cylindrical apertureε 52 and 62 in the Blocks may be created using molding techniqueε in the formation of the Blockε, uεing commercially available drillε, or uεing heated wire core cutterε, in mannerε which are well known in the art. 8. Window and Door Inεertε Aε discussed below, apertures are formed by the Inεulating Blockε and the bond beam Channel memberε to permit the inεertion of preferably prefabricated, standard-sized door and window asεemblieε. Thiε iε εeen in Figε. 12, 38 and 39 for windowε and Figε. 13 and 37 for doors. The construction of such door and window assemblieε iε well known in the art and does not form part of this invention. Aε εeen in Fig. 12, a window aperture 600 iε formed by cutting Inεulating Blockε and inεerting vertical bond beam Channelε 310 to define a suitable opening, adapted to receive a window frame. The four sides of the opening are closed and sealed by 2" x 8" boards 610 and 612 nailed or otherwise fastened into the Channel members which define the opening. After concrete iε poured and set, a window unit (not shown) is inserted and nailed or otherwise fastened to boards 610 and 612. Aε seen in Fig. 13, a door aperture is formed by cutting Insulating Blocks 60 and horizontal Channel members 100 and inεerting a εuitable framework of horizontal Channel memberε 100 and vertical Channel memberε 300, εealed by 2" x 8" boards 622 and 624, which are fastened to the Channel memberε. The door unit (not εhown) iε later faεtened to the boardε 610 and 612. Since one of the purposes of this invention iε to provide low-coεt houεing, it is desirable to use εtandard, readily available window and door units. The window and door units are preferably prefabricated and εet in fra eε. The frameε are εimply εet in the apertureε, created in the wallε of the invention, for the windowε and doorε, are nailed or otherwiεe faεtened into the wooden frame members, suitably caulked, and are then easily functional. It iε within the εcope of thiε invention to utilize cuεtom made windowε and doorε, and therefore the εtandard sizes are not essential. However, where controlling cost is a desirable conεideration, standard-sized, prefabricated windows and doors are also desirable. 9. Concrete Variouε concrete mixeε may be utilized within the spirit and scope of the invention, and the invention is not limited to any particular concrete mixes. In view of the fact that it is desired to be able to pour an entire structure in a Subεtantially Continuouε Pour, and it iε neceεεary to get adequate concrete flow to fill all horizontal Channelε, vertical Channels and cylindrical apertureε, plaεticity or flowability of the concrete iε important. Various concrete plasticizers are commercially available. They are added to the concrete when it is mixed, but before it is poured, and provide greater flowability of the concrete. The plaεticizer may also accelerate or decelerate the amount of cure time required before the concrete is fully cured. One plasticizer which may be utilized in this invention is "Rheobuild 1000", available from Master Builderε, Inc. of Cleveland, Ohio. The plaεticizer is added to give the concrete mix sufficient flowability to asεure that, when introduced in the Pilaεter Channelε, concrete will adequately flow from the Pilaεter Channelε 200 through the cylindrical apertures 52 and 62 in the Blocks 50 and 60 and into the horizontal and vertical bond beam Channels 100 and 300 or 300'. The quantity of plaεticizer added is dependent on the degree of flowability and set time desired for the concrete. The more plasticizer added, the easier the concrete will flow and the longer it will take to εet. The particular concrete mix selected will depend upon the size of the building, and the physical properties desired in the building, and are well within the purview of the skilled artisan in the field. A good example of a deεirable concrete mix for conεtructing a 2-εtory, 1,600-square-foot residence is 3,000 p.s.i. concrete with 3/8" crushed stone aggregate. The cure time of the concrete may be significant, because the time in which the concrete is substantially set, so that other construction activities on the εtructure may commence, may be aε little aε three dayε. Once the walls of one building have been poured, the building can be left for about three days, to allow the concrete to set fully. During this time, the construction teams may work on other buildings in the area. 10. Priming or Galvanizing. All metal used in the conεtruction of the invention must be primed or galvanized if it is to come into contact with concrete, as required by Code. This is well known in the art. The Structure 1. Foundation or Slab. Depending upon the particular kind of building being constructed, the baεe of the building will either be a dug foundation (baεement) , or a poured concrete footing located juεt below the frost line. In either event, the relevant aspects of the invention are the εame. For example, viewing Fig. 1, an excavated footing 30 is illustrated. The bottom of the footing 32 is excavated to the froεt line. The sides 34 of the footing may, for example, be three feet deep. Before any concrete is poured, adjuεtable εcreed chairε 36 and foundation chairε 38 are εuitably placed along the bottom of the footing. The foundation chairs support and properly locate the horizontal reinforcing barε 40, which are εet into the concrete of the footing. The adjuεtable εcreed chairε 36 εupport and level the horizontal bond beam Channelε 100, by engaging tieε 160, εo the wall structure is level. Screed chairs 36 are standard commercial items. They are desirable becauεe they are adjuεtable up to two incheε to adapt for variationε in the level of the floor of the foundation, εo that the horizontal bond beam Channel 100 may be leveled. Foundation chairε 38 are also commercially available, but are not adjustable. The horizontal reinforcing barε 40, when required by Code, are placed acroεε the floor of the footing, sitting on the foundation chairs 40. At least three inches from the edgeε of the foundation, L-εhaped reinforcing barε or dowelε 42 are locked into tieε 160 of bond beam Channel 100, εupported by and croεsing the horizontal reinforcing bars 40. The L-shaped dowels are first assembled into the bond beam Channels 100 and then the entire Channel aεεembly iε lowered into the footing, placed on top of the εcreed chairε 36 and leveled. Sets of horizontal bond beam Channels 100 are placed peripherally about and within the foundation upon the εcreed chairε 36. The εcreed chairε 36 engage ties 160 of the bond beam Channels. The opposing Channel members 120 of each bond beam Channel are fastened, utilizing the ties 160. The vertical portions of each reinforcing bar 46 extend through the L-shaped εlots 170 of the ties 160, and are held in place in the slotε. Since each bond beam Channel member 120 iε eight feet long, the foundation will typically be formed of three or more bond beam Channelε per side. Adjacent bond beam Channels are joined by splices 400, which are held to the bond beam Channels by ties 160. As seen in Fig. 1, once one set of reinforcing barε 40 and horizontal bond beam Channelε 100, have been placed around the periphery of the foundation, connected and leveled, and alεo within the foundation in the locationε in which interior walls will be created, the foundation is filled with concrete to the upper εet of horizontal bond beam Channel flangeε 124 and 128. When the concrete εetε, the vertical flangeε 122 and 130 of the bond beam Channel memberε will project above the concrete and εnugly engage the Insulating Blocks 50, which are subεequently inεerted. Thiε placement iε illuεtrated in Fig. 30. If a baεement is being constructed, once the concrete setε, the εubsequent course of Blocks and bond beamε are then aεsembled to the full height of the structure, as illustrated in Fig. 36. If a slab is to be poured, the first course of Blocks is adjuεted so that when a horizontal bond beam Channel is εet upon them, it serves as the form to pour and level the slab. Fig. 35 illustrateε a foundation wall with a Pilaεter bond beam εerving in this instance as a brick εhelf for decorative purpoεeε. The εubεequent courεeε of Blockε and bond beamε can then be erected to full height, once the εlab εetε and εufficiently cureε. 2. The Inεulating Blockε The firεt course of Insulating Blockε 50 or 60, aε the case may be, is then inserted into the space formed by the horizontal bond beam Channel flanges 122 and 130. The cylindrical apertures 52 or 62, as the case may be, are placed over the vertical Rebars dowels 44. The spacing between each opposing pair of vertical flangeε 122 and 130, in the preferred embodiment of the invention, is eight inches, to snugly accommodate and support the eight-inch width of each of the Insulating Blockε. Since the εtandard length of Inεulating Blockε iε eight feet, a εingle Inεulating Block 50 or 60 will normally occupy a εingle horizontal bond beam Channel 100. However, the Inεulating Blockε 50 and 60 and bond beam Channels 100 may be cut to accommodate variations in the length and width of the building and itε interior and exterior wallε, and also to provide spacing for windows and doors. The vertical portions 44 of reinforcing bars 42 are desirably sized to project forty bar diameters above the foundation and provide the required splice when the vertical Rebarε are later inεerted in the apertureε 52 and 62. Thiε insertion preferably occurε after the entire wall εtructure iε erected and εtabilized, when the reinforcing barε 20 are "threaded through" the cylindrical apertureε 52 and 62 in the Insulating Blocks, they are guided, held in place and centered by tie εlotε 170 and 270. The Rebar dowelε 42 only need to project the required εplice length above either the basement or foundation footing. When constructing a basement, however, the basement level vertical Rebar must be inserted in the Blocks 50 before erecting any subsequent courseε of Blocks and bond beam Channels, if Blocks 50 will be followed by Block 60, becauεe of the different on-center εpacings of these two Blockε. The first courses of Insulating Blocks in a baεement wall have cylindrical apertureε 52, which are located on eight-inch centerε. All courεeε above ground level preferably have cylindrical apertureε 62, located on εixteen-inch centerε. The eight-inch centers in the first courses are to provide additional concrete cylinders 8 in all below ground level Insulating Blockε, aε seen in Fig. 11, to withstand the hydronic and hydraulic forceε. Each cylindrical aperture 52 or 62 in the Inεulating Blockε preferably haε a five-inch diameter, when used for an external wall. When filled with concrete, the concrete columns 8 or 10 have five-inch diameters. Internal wall apertureε (not εhown) are preferably three incheε in diameter, since less structural strength iε needed in theεe wallε. Each concrete column 8 and 10, when centrally occupied by one or more suitably sized and located reinforcing bars, is superior to the wood studε of a building, and will exceed Code requirementε. The inεulating capability of the below-ground Insulating Blocks, with five-inch diameter holeε on eight-inch centers, is about R25. The same foam blockε, with five-inch diameter holeε drilled on εixteen-inch centerε, will have approximately an R32 inεulating value. 3. Each Story. When four-foot by eight-foot Inεulating Blockε are uεed, two courεes of Insulating Blocks, with a six-inch high horizontal bond beam between them, will create a distance between storieε of eight feet, εix incheε, not counting the Pilaεterε. Thuε, in the embodiment illuεtrated, two courses of Insulating Block with a horizontal bond beam Channel between them and a Pilaster at the top will be used in creating each story of the structure. As εeen in Figs. 10, 29 and 35, two courses of Insulating Blockε with a horizontal bond beam Channel between them, and a Pilaεter Channel at the top of the second course will create the form for each εtory of a building. A typical building conεtructed in accordance with this invention will have one or two floors, and may have a baεement. The formε for each additional εtory will be desirably created as εet out above for the baεement and firεt floor. The formε for each additional εtory will be deεirably created aε εet out above for the baεement and first floor. As εeen in Figε. 12 and 13, suitable cut-outs 600 and 620 are formed within the walls.defined by the horizontal and vertical bond beam Channels, to accommodate windows and doors. The apertureε in the wall structure created for the windows and doors are preferably closed by two by eight-inch wooden boards, nailed or screwed into the respective horizontal and vertical bond beam Channels defining the apertures. These wooden boards serve two purposes. First, they close off and seal the bond beam Channelε which define the apertures, to prevent flow of concrete. Second, they provide a structure into which suitable window or door assemblies may be inserted and εubεequently nailed or otherwiεe fastened. The apertures are created and sealed off before concrete is poured. The window and door unitε are preferably inεtalled after the concrete haε been poured and εet. As seen in Figε. 10 and 11, the wall εtructure of thiε invention iε compriεed of two courεeε of Blockε per story. After the concrete is poured, each εtory of a building compriεeε two εuperimpoεed courses of Insulating Blockε 50 or 60, containing concrete cylinderε 8 or 10, aε the caεe may be, εeparated by concrete horizontal bond beamε 6 and capped by concrete horizontal Pilaεterε 12. The Pilasters are located at the level of each floor or the roof. Four-foot vertical bond beams may be located anywhere between horizontal and Pilaεter beamε to form windowε or between each horizontally εpaced pair or every other pair of Insulating Blocks to locate wiring and plumbing. The apertures in Blocks 50 and 60, when filled with concrete, create concrete cylinderε, reεpectively 8 and 10, which interconnect the Pilaεter and horizontal bond beam. Structurally interconnecting the concrete columns and beams are horizontal and vertical Rebarε (not εeen in Fig. 11) which abut each other at their intersections, as seen in Figs. 27 and 28. The dimenεions of the bond beam Channels are designed so that the horizontal and vertical bond beams are recessed, preferably on both the inner and the outer surfaces of the wall, at least one-and-one-half inches from the respective inner and outer surfaceε of the Inεulating Blockε. Theεe recesseε provide a l n deep channel 160, as see in Figs. 27 and 28. This recess 760 is sufficient to accommodate plumbing pipes, junction boxes and electrical wiring. 4. Electrical Junction Boxes Pileε and Wiring As seen in Fig. 10, the electrical junction boxes 724 are fastened into the concrete of the vertical bond beams, in the recesses 760 created by the difference in thicknesε between the bond beamε and the Blocks. The junction boxes 724 are screwed or nailed into the vertical bond beam Channel members 120 before the concrete is poured, with the screws or nails extending about two inches into the bond-beam defining centers of the Channels. The poured concrete surrounds the ends of the screws (or other fastening means) , so that once the concrete is set, the junction boxeε are securely locked into the concrete. Similarly, as εeen in Fig. 27, the plumbing conduit 730 and electrical wiring 732 is fastened before the concrete iε poured, by the uεe of suitable plastic yokes, or harnesses, that are screwed or otherwise fastened into the bond beam Channel members. Again, once the concrete is poured and sets, it surrounds the inwardly extending portions of the screwε or other faεtening meanε, so that they are permanently locked into the bond beam. If desired, the fastening means could be releasable at their exposed ends, so that if it is later desired to replace the plumbing or wiring, the expoεed endε of the yokeε can be releaεed and the plumbing or wiring replaced. 5. Wall Anchors As εeen in Fig. 29, a multiplicity of plaεtic anchorε 710 are faεtened throughout the wall εtructure, on the inεide and outεide of each wall. Although the εpacing may vary conεiderably, in a preferred embodiment of the invention, the plaεtic anchors 710 are secured in the vertical columnε, εpaced εixteen incheε on center, horizontally and vertically. As seen in Fig. 27, the plastic anchors 710 have εharp points or toes 714 and headε 712 and are shaped like large nails with barbs 716. They are presεed through the Insulating Block material, which is relatively soft, so that they extend at least two inches into the empty cylindrical apertures 62. When the concrete is subsequently poured into the apertures 62 (or 52, as the case may be), the cured concrete locks the anchors 710 in place. There are preferably anchors on both the interior and exterior εurfaceε of each wall. The internal anchorε support the sheet rock or wallboard, which is preferably also adheεively εecured to the Blocks, for additional security. The external anchorε are for the purpose of supporting vinyl or other siding. Suitable screws are fastened into the plastic material of the anchor, as seen in Figε. 27 and 28. Viewing Figε. 27 and 28, the recesses 160 that are formed at the bond beams are εeen to εeat plumbing pipeε 730 (Figε. 27) and electrical wiring 732. The wiring 732 iε faεtened to harnesseε or yokeε. In both Figε. 27 and 28, the outer receεs 160 (at the exterior of the building) holds no pipe or wiring, and so it is filled with a strip of insulation 736, which iε εlid from the end of each Channel member and seated within the lips 122b and 130b of Channel member 120. When εheet rock iε faεtened to the interior εurface of the Blockε, the Blockε are covered with an adheεive (not shown) and the sheet rock panels 720 are applied and εcrewed into the flanges 122a and 130a of the Channel memberε 120 and into the plaεtic anchors 710, as εeen in Figε. 27 and 28. Aε εeen in Figs. 27 and 28, the large pieces of εheet rock 720 terminate at the recesseε and eight or εix inch wide εheet rock strips 722 are screwed to flangeε 330 and 322 of Channel memberε 310 and flangeε 122b and 130b of the Channel member 110. Thus, these strips 722 may be removed when accesε is needed to the plumbing or wiring without damaging adjoining pieces. 6. Cylindrical Columns As seen in Fig. 11, the cylindrical aperture in each Insulating Block, when filled with concrete, creates a cylindrical column which is four feet in height (the height of the Insulating Block) and three inches or five incheε in diameter (the diameter of the cylindrical aperture) . External wallε have five-inch concrete columnε and internal wallε have three-inch columns. The columns 8, which are located below the ground level, are spaced on eight-inch centers, better to withstand hydronic and hydraulic forces. Cylindrical columns 10, located above ground level, are deεirably εpaced on εixteen-inch centerε. Each cylindrical column containε at least one centrally located vertical Rebar 20, as seen in Figs. 32 to 34. In those places where Rebars are overlapping and spliced, there will be portionε of two Rebarε in the column, aε seen in Fig. 34. As seen in Fig. 31, in those areas in which a Pilaster 12 is located, a short Rebar 22 is placed, with a vertical lower section (not shown) and an approximately 45-degree-inclined upper section 24. Rebar 22 is spliced to the vertical Rebarε 20 by clipε 752 and iε held εecurely in place within the εlot 172 of the appropriate tie for the adjacent part of the horizontal bond beam channel member. In thiε way, the 45-degree εection 22 of the Rebar 20 extends within the Pilaster, and, by being connected to the Rebarε 20 of the vertical columnε, completely and εatiεfactorily provideε structural εupport for the Pilaster to meet applicable Code requirements. 7. Horizontal Bond Beams Each set of concrete cylindrical columnε 8 or 10 iε integral and interconnected by horizontal concrete bond beamε 6, which have preferred cross-εectional dimenεionε of five inches deep by six inches high. As seen in Fig. 32, centrally located within each horizontal bond beam 6 is at leaεt one reinforcing bar 28. Each reinforcing bar is held in place by cradles 740, which are standard and commercially available. The cradleε and Rebarε are inεerted when the wall εtructure iε being created, after the Channel members 110 are inserted in place. Thus, the reinforcing bars are held at the elevation required by the applicable Code, which will vary with the size of the bond beam, so that they are properly placed within the beam. 8. Pilasterε Aε εeen in Fig. 31, the Pilaεterε 12 serve the same structural purposes as horizontal bond.beams 6 but they also support the floor and roof Joists or Tresses 860, seen in Fig. 34. The concrete Pilaεterε are formed when the open Pilaster Channels 200 are filled with concrete. The Pilaster Channels permit eaεy acceεs to pour concrete into the otherwise sealed wall structure, because the Pilaster Channels are in fluid communication with the cylindrical apertures 52 and 62 and the horizontal and vertical bond beam Channels 100 and 300. The horizontal Pilaster at each floor or roof level has an integral lip section 14, which is formed by the Pilaster Channel. If an internal wall is being formed, with rooms on either side of ' the wall , or if an external structure is to be fastened to an external wall, as where there is to be a porch on the building, there iε a double Pilaεter inεtead of a εingle Pilaster. A double Pilaster Channel iε illustrated in Fig. 25. One Pilaster is to εupport one internal floor or roof. The other Pilaster is to support the other internal floor or the external porch or other structure. The preferred dimenεions of each single Pilaster are twelve inches high, five incheε wide at the baεe and fourteen incheε wide at the crown. A double Pilaεter haε the εame height and baεe width but iε preferably twenty two incheε wide at its crown. The angular Rebars 22 in each Pilaεter Channel are about ten incheε long and are εpliced to the vertical Rebars by tie slotε 172. The Pilaεterε also have horizontal Rebars 26 spaced within them. The horizontal Rebars are held in place by being clipped to the vertical Rebar 24 by "cross" clips 750, which are commercially available and come in different sizes for different size Rebars. 9. Vertical Bond Beams The vertical bond beams are normally eight inches wide, five inches deep and the height is either four feet or eight feet, depending on the εize of the vertical bond beam Channel. If the vertical bond beam is used aε a εtructural member, it will be eight feet εix incheε high and can be up to twenty two incheε deep. Each vertical bond beam iε integral with and εecured to itε adjacent horizontal bond beam by virtue of the interconnecting horizontal reinforcing barε 28 and by virtue of either having been poured in the εame pour, or, where a vertical bond beam iε connected to a Pilaεter which waε poured in a previous cycle, the vertical Rebars provide connectivity between pours, when the cure time of the concrete is slow. The vertical bond beams are not normally structurally necessary (unlesε uεed aε structural members) and may be replaced by vertical cylindrical columns. Indeed, the vertical bond beams are eight incheε in width so that, if a vertical bond beam is not desired at a location, a Block is juεt slid against its adjacent Block; since the cylindrical apertures above the ground are on εixteen inch centerε, an eight inch wide εcrap εection of Blockε iε εlid in its stead, and the cylindrical apertureε remain in alignment. The normal purpoεe of the vertical bond beams is to define vertical recesseε 760 for vertical plumbing and electrical pipes and wires beneath the Block surfaceε. It will usually be desired to install electrical outlets every eight feet in a building, εo that vertical bond beamε for thiε purpose are desirable at eight foot intervalε. However, plumbing pipeε will not be located every eight feet. It iε cheaper to extrude vertical bond beamε in four feet lengthε, rather that eight feet. Thuε, in areas where plumbing iε to be inεerted or if electrical fixtureε are to be mounted on a wall more than four feet from the floor, two four foot vertical bond beam Channels and a horizontal splice may be used to provide an unobstructed path. As εeen in Fig. 27, spacer wheels 820 are located in the vertical bond beam Channelε, to appropriately locate the 7 reinforcing bars 28 in the vertical bond beams. The εpacer wheels are friction fit on the Rebars, which seat in εlots 822. The spacer wheels are εtandard commercial items. At each overlap of a pair of vertical reinforcing bars, at a εplice, aε εeen in Fig. 31, there should be at least forty bar diameters of overlap, to meet Code requirements. The adjacent sections of the overlapped Rebars may be attached by suitable, commercially available extension clips 752 or held in place by the slotε 172 of tieε 160. At the interεectionε of vertical and horizontal reinforcing barε, the Rebarε do not have to be faεtened to each other to meet Code requirementε, to tranεmit applicable forces throughout the structure, εo long aε they are contiguouε, aε seen in Figs. 27 and 28. A vertical bond beam may be a structural member, if desired. If, for example, a large window is to be formed in a wall section, one or more εtructural bond beamε may be required. Alεo, if εteel girders are to be used to support a floor or roof, structural bond beams may be needed to support the girderε. The εize of the vertical bond beam will be varied to εuit the εtructural requirements of the application. 10. Floor and Roof Joist and Truεε Anchor Plateε As seen in Fig. 34, the floor and roof Joiεtε or Truεεeε 860 are nailed or screwed into the wooden anchor plates 862. The anchor plateε are fasted with nails or screws 824 extending into the concrete of the Pilasters. The screws or nails of the anchor plates are inserted into the soft concrete of the Pilaεters before the concrete sets, or the commercially available concrete joist anchorε, with εcrewε or nailε inserted, are set in place before the concrete pour. After the concrete sets, the Joistε or Truεεeε are nailed or screwed into the anchor plates, aε εeen in Figε. 29 and 34. 11. Corner Connectionε As εeen in Figs. 40 and 41, each wall section is εeparately constructed. Adjacent perpendicular wall sectionε are connected by the insertion of thirty-inch Rebar lengths 830, horizontally extending through the Insulating Blocks 50 or 60, so that they paεs through three cylindrical apertures 52 or 62 in Insulating Blockε of adjacent perpendicular εectionε, and are εecurely held in place after the concrete is poured into the cylindrical apertureε. The Rebar length muεt be great enough to paεs through one column aperture in one wall εection and two column apertureε in the perpendicular wall εection, aε seen in Figε. 40 and 41. The vertical spacing between these "εplice 11 Rebarε 830 iε deεirably about sixteen inches. As seen in Fig. 41, at the intersection of the two Pilaster Channels 200, one Pilaster Channel member 220 must be cut two feet short of the corner, capped and the cut section replaced with a second Pilaster Channel member 240. This will create a two foot long horizontal bond beam εection at the end of the cut Pilaεter Channel. A croεε-εection of this end Channel section is εeen in Fig. 26. 12. Splices. The spliceε which interconnect vertically and horizontally interεecting Channelε, aε εeen in Fig. 10, allow concrete to flow and form unitary beam interεectionε aε εeen, for example, in Fig. 11. The Proceεε !• Generally The process of the invention includes the following stepε: 1. Erect a concrete basement or εlab form including horizontal bond beam Channel memberε with horizontal Rebarε, to define inner and outer wallε. 2. Erect a firεt courεe of Inεulating Blockε, with optional vertical bond beam Channels, seated above the horizontal bond beam Channelε. 3. Erect a εecond horizontal bond beam Channel courεe with horizontal Rebarε. 4. Erect a εecond layer of Inεulating Blockε with optional vertical bond beam Channelε. 5. Erect a Pilaεter beam Channel course, with vertical and horizontal interlocked Rebars. 6. Aε each courεe is created, insert appropriate spliceε and end caps. 7. Insert wooden frameworks for doors and windowε. 8. Stabilize the firεt εtory of the building. 9. Erect a εecond εtory in substantially the same manner aε the preceding εtory. 10. Erect, if applicable, a third εtory. 11. Inεert all vertical Rebarε, threading them through tie εlotε. 12. Insert pre-pour fixtures, such as plaεtic wall anchorε, anchor plates, plumbing and electrical wiring yokes and harneεseε and junction boxeε. 13. Pour the concrete, in a Subεtantially Continuouεly Pour, one εtory at a time. 14. If preferred, inεert floor and roof anchor plateε with fasteners extended into the partially set concrete of the Pilaεterε. 15. Allow the concrete to εet fully. 16. Remove the εtabilizing meanε. Interior walls are handled at the same time and in the same manner aε the exterior walls, and are erected and εtabilized before the concrete iε poured. 2. Creating the Foundation Aε indicated above, the first step in the erection of a wall structure in accordance with the invention is digging a foundation or a ground slab. The foundation or ground slab is appropriately structurally strengthened by horizontal reinforcing bars, which are mounted on suitable foundation chairs or other elevation devices, as needed to meet Code. A firεt course of horizontal bond beam channels, with dowels inserted, is placed around the periphery and the interior (to define interior walls) of the foundation or slab. The horizontal legε of the L-shaped reinforcing bar dowels are located above and can be secured to the horizontal reinforcing bars in the foundation. The vertical portionε of the dowelε are held in place in the tieε 160 of the horizontal bond beam channelε. The Channelε are inεerted above the horizontal reinforcing bars, and are seated on εcreed chairε which engage in the slot portions 160 of the ties. Appropriate plumbing or other conduitε are mounted in the εlab or foundation, aε iε well known in the art and appropriate. The concrete for the foundation or slab is then poured, up to the level of the upper horizontal flanges 124 and 128 of each bond beam Channel. The concrete iε allowed to εet for a few hourε. If wallε within the building are to be created by the proceεε of the invention, a courεe of εuitable interior horizontal bond beam Channelε are mounted in the foundation or slab, before the concrete is poured. The screed chairs 36 are adjusted so that all horizontal bond beam Channels are level. The firεt courεe of horizontal bond beam Channels are locked into the concrete foundation or slab and provide a level platform for erecting the wall structures of this invention. 3. Construction of the Firεt Courεe of Inεulating Blockε Each courεe iε formed in the following faεhion. First, an Insulating Block is placed in the channel formed by the vertical flanges 128 and 130 of each horizontal bond beam Channels of the previouε layer or the foundation (aε to the firεt layer) . The cylindrical apertureε 52 in each Insulating Block are placed over the vertical Reinforcing Bars of the dowels, which are centrally located within each cylindrical aperture by the ties 160, which hold them in place. Each Insulating Block is εpaced from itε companion by the width of the vertical bond beam, when a vertical bond beam Channel member 300 iε inserted between each proximate pair of Insulating Blocks. Otherwiεe, Blockε are adjacent in thoεe courεeε or thoεe parts of a course that do not contain a vertical bond beam Channel 300. A εecond courεe of horizontal bond beam Channel members 100 is placed above the course of Insulating Blocks, with horizontal Rebars inserted thereon on suitable cradles 810. Vertical bond beam Channel members are next inserted and, if applicable, horizontal bond beam Channel εpliceε 400 are attached to the intersecting vertical bond beam Channel members 300. Horizontal reinforcing bars 28 are placed adjacent to the transverse and proximate vertical reinforcing bars 28 by the use of the εpacer wheelε 820 and cradleε 810. Open endε of the horizontal Channelε are cloεed by εuitable end capε 440. The next course of Insulating Blocks is then placed within the horizontal bond beam Channel member flangeε 122 and 130. If applicable, vertical bond beam Channel memberε 300' are inεerted. A courεe of Pilaεter Channelε 200 is then asεembled and placed over the εecond courεe of Inεulating Blockε. Angle reinforcing barε 22 and horizontal Rebarε 26 are inεerted in the Pilaεter Channels 200, with the lower ends of the angle Rebars extending through the tie slots 72. They are connected by the use of croεε clip connectors 750. Splices 510 and 540 are placed between Pilaster Channels, to form a unitary length along each wall, and the ends of each Pilaster Channel at the end of each wall are capped, using Pilaster caps 560 or 570, or are cut and finished off with a straight section as deεcribed above and εhown in Figε. 26 and 40. After a whole wall structure is assembled, vertical Rebars are inserted and "threaded" through the slots 172 and 272 in the horizontal bond beam ties and Pilaεter Channel ties, respectively, and vertical Rebarε, with cradleε 820 attached, are inεerted into the vertical bond beam Channels 300. 4. Stabilization As seen in Figs. 31 and 32, suitable wood blocks 840 with guy anchors 842 screwed into them are screwed or nailed into the Pilaster Channel flanges on the inεide and outεide of the wall. Once the wood blockε are mounted, suitable guy wires or ropeε 844 are fastened, with anchors in the ground, and turnbuckles 846 (located at each end of the guy wire) are rotated to tighten and adjust them. In this way, a story or an entire wall may easily be adjuεted. As each story is created, guy wires are attached and the εtory εtabilized. When the entire εtructure is completed, final adjustmentε are made. The number of guy wires or ropeε 844 placed on the inεide and the outεide of the εtructure will depend on the εize of the structure and the number of floors. In a preferred embodiment of the invention, it is desirable to place guy wires with eight feet spacing around the periphery of each story of the wall structure above the ground floor. Interior walls must be stabilized in the same manner with wooden guy blocks screwed into the Pilaεter Channelε, turnbuckleε and guy ropes or wires. However, to fasten the guy ropes or wires at the ground level, suitable thin slab coil inεertε 850 are inεerted in the foundation or εlab of the building and capped (not shown) before the foundation or slab concrete is poured. They are thereby formed into the concrete and the caps are removed and replaced by loop insertε 852 which are screwed into the coils of the εlab inεerts and form a secure base to fasten the guy ropes or wires. This is shown in Fig. 42. When the guy wires are removed, the caps may be reinserted. The thin slab inεertε and loop inεertε are commercial itemε. At each corner, between perpendicular walls, reinforcing bars long enough to pasε through three columnε are inεerted. Theεe reinforcing barε are extended through the centerε of the cylindrical apertureε. In thiε way, the cornerε are εecurely faεtened by the reinforcing bars when concrete iε poured in the cylindrical apertureε and columnε are formed. Thiε iε illuεtrated in Figε. 40 and 41. Where the reinforcing barε are inεerted through the inεulating material, it iε poεεible for concrete to leak through the aperture, εo the aperture iε sealed by the use of a suitable strip of tape 832, such as duct tape, aε seen in Figs. 40 and 41. In the preferred practice of the invention, each εtory iε assembled, one at a time and, as each story is completed, guy wires are inserted, as described above, to stabilize and level that story. It may not seem that windε and frame stability are important in a structure of this sort. However, experience has shown that winds can be very εignificant in destabilizing the wall structure. Accordingly, as each story is formed, it should preferably immediately be stabilized and εecurely fixed in place, and kept εtabilized until the concrete haε poured and sufficiently set. Although guy wires or ropes are shown as an easy, convenient and removable means for effecting this stabilization, other forms of stabilization, such as removable frames and εcaffolding, may alεo be used, but are more cumbersome and expensive. The entire frame of the wall structure is created in this fashion, until the entire wall structure has been aεsembled. 5. Inserting Wall Anchors. Junction Boxes. Pipeε. Etc. After the wall structure is stabilized, plastic wall anchors 710 and plumbing, electrical wiring and junction boxes are fastened into the wall structure where and as needed. Holes 520 are drilled in Pilaster channel memberε 510 for paεεage of plumbing pipes (not shown) between floors. Electrical wiring iε threaded around the outεide of the Pilaεter Channelε 200 and up the wallε. The plastic wall anchors, junction boxes, wiring harneεses and plumbing yokeε are inserted into the corresponding bond beam Channelε or Insulating Blocks, as appropriate, extending into the open apertureε or Channels, where they will be surrounded with concrete, when it is poured, and then securely locked into the concrete. The placement of the wall anchors, wiring harnesses, plumbing yokes and junction boxeε iε obviouεly up to the choice of the builder. 6. Cutting the Inεulating Blockε and Bond Beam Channelε Before the courses are asεembled, Inεulating Blockε and bond beam Channels are cut to size, to adapt for any building and wall lengths which require leεε than an eight-foot multiple, and alεo to make openingε for windowε and doorε. The Blocks and Channel members may be cut using εtandard hot wires. In each story in which a window or a door is to be present, the εpace defining the window or door aperture iε closed by securing a suitable 2" x 8" board in each side of the opening. Each board seals the adjacent horizontal or vertical channel, to prevent concrete leakage, and provides a surface to faεten the frame of the window or door. 7. Pouring the Concrete The concrete is formulated for its structural qualitieε and its fluidity, so that it will eaεily flow and fill all of the appropriate cavitieε, and for its set time. In the invention, in order to minimize construction time for the wall structure, it is desirable to pour all of the concrete walls in a Subεtantially Continuouε Pour; thiε can be done in one day for moεt structures created in accordance with the procesε of this invention, availability of concrete and weather permitting. The concrete truck arrives, deεirably in the morning, and each story is poured, by the introduction of the concrete through the open Pilaster Channels. The concrete flowε from the open Pilaεter Channelε into the adjacent cylindrical apertureε and vertical bond beam Channelε, which are in fluid communication, and flowε into the lower cylindrical apertureε and horizontal and vertical bond beam Channelε by the plaεtic flow of the concrete. If neceεεary, when the pour iε completed, small holes may be drilled in the bond beam Channelε and Blockε to aεεure that the concrete haε εatisfactorily filled all of the apertures and Channels in the wall. It is estimated that, for a 1,600-εquare-foot building, it will take approximately one to two hours to pour one story. Thus, if the building has a basement and two floorε, it would take approximately three to εix hourε to pour the entire building. 8. Inεertion of Floor and Roof Joists Before the concrete has been permitted to set, the anchors plates 862 may be inserted in place. For ease of insertion of suitable fastening meanε, the endε of the floor and roof joists are pre-drilled (not shown) , and screwε or nailε 864, which extend at least two inches into the concrete, are inεerted. After the concrete is fully cured, the floor and roof Joistε and Truεses 860 are positioned on the anchor plates, and are securely locked in place by the screws or nails which are locked in the anchor plates 862. It is desired to allow the εtructure, while εtill εupported by the guy wireε, to remain in place for twenty-four to forty-eight hours or until the concrete is εatisfactorily set. This time will obviouεly vary depending on the particular concrete uεed and itε deεired εet time. Once the concrete haε been εet, the guy wireε will be removed by unεcrewing the wood plateε 840 from the flangeε 116 or 216 of the Channel memberε 110 or 210, for use at a subsequent construction site. For ease of removal, these εcrewε are inserted in the flanges containing the Blocks, not the flanges to be filled with concrete. Modifications of the Invention It will be appreciated that a specific, preferred embodiment of the invention has been disclosed, but that numerous modifications may be made without departing from the εpirit and εcope of thiε invention. The particular εizeε and shapes of the components of the invention and the εpecific materialε which are utilized all may be widely varied without departing from the εpirit and εcope of the invention.

Claims: Claimε 1. A wall structure comprising spaced vertical concrete columns, horizontal concrete beams interconnecting εaid columnε and Insulating Blocks between the columnε and beamε, wherein the improvement compriεeε: (a) At leaεt one Rebar uniformly centrally located in each column and each beam, vertical and horizontal Rebarε being substantially adjacent at their interεectionε; and (b) Said Inεulating Blockε occupying substantially all area between the columns and beamε. 2. A wall structure as set forth in Claim 1, including vertical concrete beams located at spaced intervals among said columnε and connected to at least some of the horizontal concrete beams. 3. A wall structure as set forth in Claim 1 or Claim 2, wherein said Insulating Blockε project at leaεt about one-and-one-half incheε beyond the interior faceε of εaid beamε, to define receεεeε for mounting plumbing and electrical wiring. 4. A wall structure as set forth in Claim 3, including εheet rock mounted over one surface of said Insulating Blocks, including removable sections of sheet rock overlying said recesεes and approximately the width of the beams defining the recesseε, to provide easy access to repair or replace the plumbing or wiring. 5. A wall structure as set forth in Claim 1 or Claim 2, including at least one integral concrete Pilaεter beam projecting inwardly and εtructurally connected to εaid columnε to define a roof or floor supporting surface. 6. A wall εtructure as set forth in Claim 1 for a wall of two or more floor levels, comprising a Pilaster beam at each floor level and a Pilaster beam at the roof line, each Pilaster beam projecting inwardly beyond εaid Insulating Blocks, to support a floor or a roof. 7. A wall εtructure as set forth in Claim 6, including anchor means having fasteners embedded in εaid Pilaεter beams, to εecure floor and roof joiεts thereto. 8. A wall structure as set forth in Claim 1 or Claim 2, in which said Insulating Blocks are rectangular blocks of polymeric foam, said columns have a diameter of at least three incheε for interior walls and five inches for exterior walls, said beams have a depth substantially equal to that of the columns and at least one vertical surface of said Blocks projects at least one-and-one-half inches beyond said beams, to define recesεes for mounting plumbing and electrical wiring. 9. A wall structure as set forth in Claim 1 in which the foam is beaded polyεtyrene foam. 10. A wall εtructure as set forth in Claim 1, including a multiplicity of thermoplastic pins, each having a flat face and a shank, the thermoplastic pins having their shankε lockingly embedded in εaid concrete and their faceε extending exterior and fluεh to the Inεulating Blockε, whereby decorative εurfaceε or structural elements may be faεtened to εaid wall by mechanical faεteners embedded in said shanks. 11. A wall structure as set forth in Claim 6, including spaced Rebars embedded in each Pilaεter, each Rebar proximate an adjacent column, each Rebar having one end embedded in εaid Pilaεter at an acute angle and a second vertical end embedded in said adjacent column proximate to a vertical Rebar, to structurally connect the Pilaster to said columnε. 12. A wall structure as set forth in Claim 11, including at least one horizontal Rebar in each Pilaster, and means fastening εaid horizontal Rebarε to all intersecting vertical Rebars in the Pilaster. 13. A wall structure as set forth in Claim 1 or Claim 2, including sealed areas defined by said wall structure for the insertion of windowε and doorε. 14. A wall structure aε set forth in Claim 2, wherein a course of Insulating Blocks, one horizontal beam, another course of Blocks and then one Pilaster beam define each story and some vertical beams extend substantially the entire height of the story and other vertical beams extend approximately one-half the height of the story. 15. A process for constructing a wall structure having at least one floor level and a roof level, comprising the steps of: (a) Excavating and conεtructing a concrete baεement or footing; (b) Placing courεeε of Inεulating Blocks with cylindrical, vertical apertures extending therethrough around the periphery or said baεement or footing; (c) Inεerting Channel memberε between each courεe of blockε to define cloεed horizontal Channelε, the Channel memberε at each floor or roof level compriεing inwardly projecting open-topped Pilaεterε, εaid Pilaster Channels, cylindrical apertureε and horizontal Channel members being in fluid communication; (d) Sealing said Blockε and Channelε to define a εubstantially closed system, except for said Pilasterε; and (e) Subεtantially Continuouεly Pouring concrete into said Pilaster Channelε and thereby into the other Channelε and apertures to create a unitary concrete structure. 16. A proceεε as εet forth in Claim 15, wherein εaid Inεulating Blockε project at each Channel inwardly from εaid Channelε and apertures to define recesεeε, and including the step of mounting electrical wiring and fixtures and plumbing conduits in εelected such recesses. 17. A process as set forth in Claim 15, including the preliminary εtep of incorporating within and about the periphery of the excavated baεement or footing horizontal Channel memberε having oppoεing flangeε extending above the concrete baεement floor or footing and adapted to engage the baεe of a courεe of said Insulating Blockε, and inserting the first course of Blocks between said flanges. 18. A process as set forth in Claim 15 or Claim 17 to form a wall structure for a complete building, including the εtepε of: (a) Assembling courseε of alternating Blockε, horizontal Channel members, Blocks and Pilaster Channel members to create each story of the wall; (b) Stabilizing the structure by attaching spaced removable and adjuεtable guy means at one end to the structure and at another end to the ground; and (c) After the structure is complete, adjusting said guy means to stabilize and plumb the entire structure. 19. A process as set forth in Claim 15 or Claim 17, including the steps of: (a) Inserting horizontal reinforcing barε in each Channel as it is inserted into the wall structure; and (b) Inserting vertical reinforcing bars into said cylindrical apertures and Pilaεter Channels after said wall εtructure iε completed, but before concrete iε poured. 20. A proceεε aε εet forth in Claim 15, including the εtepε of: (a) Inεerting horizontal reinforcing bars in each Channel as it iε inserted into the wall structure; (b) Inserting vertical reinforcing bars into said cylindrical apertures and Pilaεter Channelε after said wall structure is completed, but before concrete is poured; (c) Centering each Rebar in itε cylindrical aperture before concrete iε poured; (d) Locking together all overlapping vertical Rebarε; and (e) Cauεing all transverse-to-each-other vertical and horizontal Rebars to be in substantially touching relation to each other. 21. A process as εet forth in Claim 15, wherein the εtructure includes internal walls, including the stepε of: (a) Forming multiple εpaced anchor meanε into said basement or footing; and (b) Attaching one end of each guy meanε for the internal wallε to one of εaid anchor meanε. 22. A proceεε aε εet forth in Claim 15, including the εtep of inεerting anchor means having a head and a toe through said Blocks prior to concrete pour, with each head flush with the interior surface of a Block and the toe extending into a cylindrical aperture in the Block. 23. A proceεs as set forth in Claim 15, including the stepε before concrete hardens, of attaching anchor plates or inserts to the top of said Pilaster Channel by placing faεtening meanε in each plate or inεert into εaid Pilaεter Channel. 24. A proceεs as set forth in Claim 23, wherein the plates or inserts are attached after concrete is poured 'and before it hardens and including the εtepε of: (a) Allowing the concrete to harden substantially completely; and (b) Fastening floor or roof Joistε or Truεses to the anchor plateε or inserts. 25. A process as set forth in Claim 15, including the step of attaching pipe yokes, electrical harneεεeε and junction boxeε to Channel memberε, before concrete is poured or before it hardens, by fastening meanε extending into said Channel members. 26. A proceεε for forming a wall structure of Insulating Blocks with vertical apertures filled with concrete, compriεing the εtepε of: (a) Assembling said Blocks into a wall form; (b) Inserting mounting pins having an elongated toe and a flat head into said Blocks with each toe extending into an aperture and each head overlying a εurface of εaid Block; and (c) Pouring concrete into εaid apertures; whereby said toes are anchored in the concrete when it εetε. 27. In a wall structure of Insulating Blocks with vertical apertures filled with concrete, the improvement, for mounting finishing or decorative surfaces, comprising a multiplicity of thermoplastic pins, each pin having a toe embedded in said concrete and a head overlying or flush with an Insulating Block. 28. In a wall structure of Insulating Blocks with vertical apertureε and horizontal Pilasters filled with concrete, said Pilasters projecting beyond said Insulating Blocks and floor or roof Joistε or Truεses εeated on εaid Pilaεterε. 29. A wail structure as set forth in Claim 28, including anchor plates or insertε εeated on said Pilasters and having fastening means projecting into said Pilasters. 30. A bond beam Channel structure for uεe in forming wall structures of Insulating Blocks with concrete cylindrical columnε εeparated by concrete horizontal and interconnected with concrete vertical bond beamε, compriεing: (a) A pair of spaced Channel members, each having an open facing C-εhaped εection with εubεtantially rectangular cornerε and opposingly directed vertical flanges at the upper and lower edges of the C-shaped section; (b) A multiplicity of εpaced tieε, each tie defining an open εlot adapted to εeat at leaεt one Rebar and hold it in poεition tranεverse to said tie; and (c) Means faεtening said ties acrosε εaid Channelε to interlock εaid Channelε in fixed, spaced relationship to each other. 31. A bond beam Channel structure as εet forth in Claim 30, wherein said ties are integral with said Channel members. 32. A bond beam Channel structure as set forth in Claim 30, including meanε εecuring εaid ties to said Channel memberε. 33. A Pilaster Channel structure, for use in forming a beam and ledge in a wall structure of Insulating Blockε filled with cylindrical concrete columnε εeparated by and interconnected with horizontal concrete beams, comprising: (a) A pair of spaced vertical Channel members; (b) The first Channel member having an outwardly extending subεtantially C-εhaped croεε-εection compriεing a center web and two transverse legs and terminating in oppositely directed vertical flanges; (c) The εecond Channel member having (i) a baεe portion which iε substantially the same shape as and allochiral to the baεe portion of the first member and including a vertical flange, and (ii) an outwardly and upwardly extending side member terminating in an inwardly extending leg in horizontal alignment with the upper leg of said C-εhaped section; (d) A multiplicity of tieε, each tie defining a εlot adapted to engage at leaεt one Rebar and hold it in a poεition tranεverεe to εaid tie; (e) Meanε fastening said ties acroεε said Channels to interlock said Channels in spaced relationship to each other; and (f) Means faεtened above εaid ties and having a vertical web in alignment with the vertical flange of said εecond Channel member. 34. An article as set forth in Claim 30 or Claim 33, wherein each tie is U-shaped and has legε at each end, and εpaced εlotε defined by said Channels and closed by displaceable flapε, whereby each leg of a tie may be inserted in a εlot of each Channel to diεplace the flap and lockingly interconnect the Channels. 35. An article as set forth in Claim 30 or Claim 33, wherein each tie is flat and said meanε fastening each tie to a Channel comprises screws, nails or rivets. 36. An article as set forth in Claim 30 or Claim 33, wherein said ties are integral with said Channel members. 37. A bond beam mold as set forth in Claim 30, wherein said slot is L-shaped and is adapted to engage at least three Rebars. 38. An article as set forth in Claim 30 or Claim 33, wherein said Channel members are constructed of εheet metal or thermoplaεtic. 39. An article aε εet forth in Claim 30, wherein εaid C-εhaped Channel has an elongated central section and two legs, each leg having a length of at leaεt one-and-one-half incheε, and wherein each of εaid vertical flangeε haε a portion which extendε away from εaid central εection and a portion which extendε inwardly and partly overlapε said central section. 40. An article as set forth in Claim 39, wherein εaid C-εhaped section has a vertical dimension of at least about εix inches and a horizontal dimension of at least about one-and-one-half inches. 41. An article as set forth in Claim 33, wherein the minimum spacing between the two Channel members at their upper webs is at least about one-and-one-half times the spacing at their lower legs. 42. A bond beam Pilaster Channel structure for use in forming wall structures of Insulated Blocks filled with concrete columnε εeparated by horizontal bond beams, comprising: (a) Two opposing, vertically extending Channel members, each having a base and a top; (b) The baεeε of εaid two memberε having depending lipε; (c) Tie meanε defining open topε and bottomε between the memberε and εecuring the memberε in horizontally εpaced relationεhip; (d) The εpace between εaid tipε being εubεtantially equal to the width of a Block; (e) The diεtance between the topε of said members being at least about one-and-one-half times the distance between εaid Lipε, whereby said Channel structure, when filled with concrete, creates a ledge extending beyond said Blocks and adapted to εupport a floor or roof εtructure.

Inventors: SALAHUDDIN FAREED M, SALAHUDDIN, FAREED, M.
Applicants: SALAHUDDIN FAREED M, UNIQUE DEV CORP, UNIQUE DEVELOPMENT CORPORATION
Application year: 1993
Main classification: E04B2
IPC codes: E04B1, E04B2