CABLE-STAY ROOF FOR STADIUM OR ARENA AND METHOD OF CONSTRUCTION OF SAME

Abstract: A roof structure and method of constructing the same wherein a large clear span is built over an existing or new athletic stadium or arena (20). The principal feature of the roof is that it is supported by Cable-­ Stays (40) to towers (22) standing outside the stadium (20) and can be built over an existing stadium (20) by cantilevering without entering the stadium (20), and places no added weight on the existing stadium (20). The structure includes a beam framework (38,48) and a roof covering installed over the framework. The covering is fabricated of a clear skylight material to allow suffi­ cient light transmission to permit a natural grass playing field, and it is openable to allow for ventila­ tion.

Description: The invention relates to the structure and the method of construction of a large span steel or other material framed roof built over an athletic stadium, arena or other structure. The roof structure is supported by steel Cable-Stays to towers set outside the stadium and to ground anchors. The method of construction is a cantilevering method. The technology utilized is Cable-Stay Technology. The erection of structures utilizing suspension cables or Cable-Stay Technology has existed for some time. For example, many bridges utilize cables extending between towers or from a single tower to suspend a roadway. In addition, many buildings have been designed such that the roof structure is supported by cables. The principal advantage of utilizing cables to support a roof is that large covered buildings can be designed without any internal supports; and quite economically. One example of a structure which benefits from this type of design is an airplane hanger which requires a large area without pillars to permit positioning aircraft. Sporting arenas also benefit from this design since the design provides for unobstructed viewing. Examples of roof structures designed by the applicant with Cable-Stay Technology can be found in the following United States design patents: D260,036, issued July 28, 1981; D270,570, issued September 13, 1983; D 274,841, issued July 24, 1984; D274,842, issued July 24, 1984; D274,843, issued July 24, 1984, and in US-A-4,651,496.The US design patents above relate to the ornamental appearance of Cable-Stay supported structures. The US-A-4 651 496 above relates to a method of construction of a Cable-Stay roof over an existing or new stadium or arena and its design. Recently there has been significant amount of interest in covering existing as well as new open air athletic stadiums. As can be appreciated, many stadiums are located in areas where weather conditions make it difficult to hold events whenever desired or certain weather conditions can be simply objectionable. Existing open air stadiums are generally not designed to support the weight of a newly added roof. Thus, in order to build a roof over an existing stadium, significant measures have to be taken to reinforce the stadium walls or build an additional support system. The latter steps, even if possible, can be difficult and expensive. With new stadiums this can be less of a problem. In BOUWWERELD, vol. 83, no. 16, August 1987, pages 14-17, there is disclosed a method of constructing a roof over an existing structure according to the precharacterizing portion of claim 1 and a roof construction according to the precharacterizing portion of claim 12. The known roof construction comprises a central trussed girder suspended from two rows of pylons by steel bars. Abutting girders are provided which rest on the central girder on one side and on the other side on a concrete structure. Thus, the roof is supported by both the rows pylons and the concrete structure. The object of the subject invention is to provide a new and improved method of relatively economically constructing a roof over an existing or new stadium or arena, or other structure, and to provide a roof structure that is both functional and cost effective to build. To achieve this there is provided in accordance with the invention a method of constructing a roof over an existing or new stadium, arena or other structure, said method comprising erecting a first row of towers outside one side of the stadium, arena or other structure; erecting a second row of towers outside the side of the stadium, arena or other structure opposite said one side; and suspending roof structure from said towers over the stadium, arena or other structure; characterized in that the step of suspending roof structure comprises cantilevering said roof structure in compression imparting relationship from each row of said towers by progressively extending roof sections of said structure from said towers and over the stadium, arena or other structure while suspending each successive roof section by a Cable-Stay connection to the tower from which the section extends; and joining the roof structures cantilevered from the rows of towers in tension to partially relieve compressive forces of the structures on the towers and limit such forces. In further accordance with the invention there is provided a roof structure over an open topped stadium, arena or other structure, said roof structure comprising a first row of towers located outside one side of the stadium, arena or other structure; a second row of towers located outside the stadium, arena or other structure to the side thereof opposite said one side; a plurality of roof sections each extending partially over the stadium, arena or other structure; a first stay means extending from each row of towers to suspend the load of said roof sections from said towers; and a second stay means extending from each row of said towers to counterbalance the load imparted to the towers by the first stay means, characterized in that said roof sections comprise a first roof section cantilevered from the first row of towers and extending therefrom toward the second row of towers, said section being disposed in compression imparting relationship to the first row of towers, and a second roof section cantilevered from the second row of towers and extending therefrom toward the second row of towers, said section being disposed in compression imparting relationship to the second row of towers; that said first and second stay means are Cable-Stay means; and that said roof sections being interconnected by connecting means securing said roof sections together in tension to partially relieve compressive forces imparted to the towers by said sections and limit such forces. The roof structure does not place any additional weight on the existing or new stadium, arena or other structure; provides unobstructed viewing within the stadium; is capable of supporting a glass or a clear plastic roof cover to allow sufficient light transmission for the retention or use of a natural grass cover on the playing field, and to provide as well for the public enjoyment by creating an outdoor atmosphere; is capable of supporting a partially retractable cover or one that opens sufficiently for ventilation; and, allows for natural ventilation by keeping parts permanently open such that costly heating and air handling equipment might not be necessary. A clear skylight roof cover can be provided such that costly additional lighting is not necessary in an existing stadium where tower lighting exists and can project through the skylight roof. There is provided a roof that could support a restaurant and/or sightseeing walkways on its surface; a roof that could support luxury private seating boxes suspended from the roof structure; a roof for an existing stadium that can be built without entering the stadium so the stadium can be used during the construction period; a roof that is structurally sound to withstand, besides its own weight and design loading, also high earthquake forces and unusual wind forces, and snow loading; a roof that can be built by available technology and contractor's experience, as available in the marketplace at present; a roof that is permanent and has a long life; a roof that has relatively low operating and maintenance costs; and a roof that is beautiful. The roof cover is either clear plastic or glass but could be of other material and is made partially retractable or openable for ventilation. The roof is outfitted with permanent ventilation louvers where needed and made to overlap the stadium rim it covers allowing a gap between the roof and the stadium rim for ventilation and overlapping in such a way that it also provides partial protection to concourse and other areas around the stadium. The assembly of the roof structure is accomplished by first constructing two rows of parallel or curved towers on opposite sides of the stadium and tangent to the stadium, and then extending Cable-Stays from the towers to the ground anchors outside the stadium. Cable-Stays are then extended from these towers and slanted into the stadium area to support roof long-beam framing, cantilevered from each tower and held back in compression thereagainst. Intermediate roof framing is then installed between the long-beam framing. The intermediate framing may take any of a number of forms. As an example, it may be open web steel joists or it may be a space frame or it may be box steel framing, the preferred method, or another framing system. The construction can be from one side of the stadium and then from the other or from both sides simultaneously. At the junction of the cantilevered sections in the middle of the span the two sections are connected to allow slip movement for temperature expansion and contraction and for other structural movements and are tensioned together by cables to control the horizontal force of the long-beams on legs of the tower. In this manner a stable roof framing is constructed across the stadium from both sides. The roof framing is therewith complete, left free to press against the tower legs and gain its support from Cable-Stays to the towers and in turn to ground anchors. In practice, the roof members are lifted onto the roof by a ground crane and cables attached to the long-beam framing members are then connected to the towers by the top crane. As the roof extends out over the stadium a travelling derrick crane and a temporary rail mounted transport carriage, move material from the ground crane to the derrick crane. After the completed roof framing is in place, a roof cover of either glass or clear plastic skylight material or other material is installed over the framing. This is also lifted onto the roof by the ground crane at the edge of the roof and then manually or otherwise handled to the place of installation, or it may be installed by helicopter. The cantilever method may be practiced without entering the interior of the existing stadium and it is conceivable that the stadium may be used during the construction period. The resulting roof has the following features: Sections of the roof are made retractable by sliding sections over other sections on rails and controlling the operation remotely. Retractability or ventilation may also be achieved by remotely controlled hinged door type openings, the preferred method, or any other means. Lighting towers if present are left in place and existing lighting continues to illuminate the stadium by simply projecting through the clear skylight roof. Additional lighting where needed is added as well on the underside of the roof. A grass playing field if present is retained. The roof is made to overlap the existing or new stadium for ventilation and for partial protection of surrounding concourse areas. The roof is provided with ventilation louvers as needed. Elevators in the towers are provided for access to the roof and tower tops. Walkways with cable handrails on the roof beams are constructed for maintenance and sightseeing. A restaurant is built on the roof as desired. Luxury private seating boxes are built suspended from the roof where desired. High pressure water jets are installed on the roof for roof cleaning. Where desired to completely close the roof to the stadium a flexible gasket is attached between the roof and the stadium rim. Further features and advantages will become apparent from the following detailed description taken in conjunction with the drawings in which: Figure 1 is a perspective view of the Cable-Stay roof as set over an existing or new stadium or arena. Figure 2 is a perspective view of the support towers under construction set alongside the existing or new stadium or arena to be covered. Figure 3 is a diagrammatic elevational view showing the roof support towers and the initial sequence of the roof construction over a stadium by the cantilever method. Figure 4 is a diagrammatic elevational view similar to Figure 3, additionally showing a transport carriage on the roof and the next sequential step in the cantilever construction method. Figure 5 is an enlarged perspective view, with parts broken away, of a roof long-beam framing member where connection is made to the tower leg. Figure 6 is a diagrammatic elevational view similar to Figures 3 and 4, showing the existing or new stadium or arena and the completed tower assemblies and the roof framing now built out to the center of the roof and the final connection being made and tensioned. Figure 7 is a diagrammatic elevational view, with parts broken away, showing the final roof with the framing with Cable-Stays completed. Figure 8 is a plan view of an intermediate first stage of roof construction, showing every other roof section constructed. Figure 9 is a plan view of the roof with all sections completed, including a roof restaurant, luxury seating boxes, water jets for cleaning, beam walkways, and different forms of roof retractability or partial opening. Figure 10 is an elevational sectional view through the center of the roof showing water jets on the roof, a boatswains chair or basket on the cables for access, a roof restaurant, a flexible closure gasket between the roof edge and the stadium, and suspended luxury seating boxes. Figure 11 is a cross-sectional view taken on line 11-11 of Figure 10, also showing hold down and sideways cables. Figure 12 is a view similar to Figure 10, but also showing hold-down sidesway cables at the roof's edge. Also shown are cross-cables or struts between the Cable-Stays to limit wind structural vibration of the cables, to control cable vibration noise control, and to enhance roof stiffness. These cables might not be needed. Figure 13 is an expanded plan view of the intermediate framing between the long-beam framing members supporting the roof cover in the preferred method of using clear plastic bubble skylights approximately 2.28 by 3.65 m (7′-6″ by 12′) in dimension with each one operable by remote control for ventilation. Figure 14 is a cross-sectional view taken on line 14-14 of Figure 13, showing the operable hinged method of opening of each skylight bubble by remote control. Figure 15 is a perspective view of a typical skylight bubble and its hinged opening mode. On a large stadium there could be more than 6000 of these bubbles to make the entire roof. Figure 16 shows the slip joint or flexible joint where the roof long-beam framing members meet at the center of the roof providing for structural movement due to temperature and other causes and allowing tensioning with a flexible cable connection. REFERENCE NUMBERS 16 piles 18 foundations 20 stadium 22 towers 24 tower cranes 26 arches 28 ground anchors 29a slip form 29b slip form 30 ground crane 31 bucket 32 derrick crane 34 top crane 36 site where roof framing is assembled for lifting to the roof 38 roof long-beam framing 38a initial long beam framing member 40 Cable-Stays to roof framing 42 Cable-Stays to anchors or back-stays 44 transport carriage 46 point on the roof where opposite long-beams meet at center of span 47 peak 48 intermediate roof framing member 49 sleeve 50 roof covering, preferably a clear skylight 50a slidable roof sections 51 cable 52 point where roof long-beam framing meets towers 53 turnbuckle 54 cross-cables or struts for cable vibration dampening and enhanced structural stiffness as well as vibration noise control 56 hold-down cables at roof edge providing also partial lateral sidesway support 57 bolts 58 suspended luxury boxes for private seating 60 roof restaurant 62 water jets for roof cleaning 72 flexible closure gasket between stadium rim and roof 73 stanchion lighting 76 a boatswains chair or basket for access to cables for maintenance 78 a typical hinged type clear plastic roof bubble openable for ventilation 79 hydraulic cylinders 80 tower elevator Turning first to Figure 1, the basic elements of the Cable-Stay roof structure of the subject invention will be briefly discussed. The Cable-Stay roof structure is intended to cover an existing or new open air stadium or arena shown generally by the numeral 20. The Cable-Stay roof structure comprises two rows of towers 22 set in parallel rows on opposite sides of the stadium 20. The towers in each row are connected by arches 26 and rest on foundations 18 and, when needed, piles 16. The roof structure long-beam framing 38 is suspended by Cable-Stays 40 from the towers 22 and or their arches 26. This structure is further supported by back-stays 42 to ground anchors 28. Between the long-beam roof framing 38 is intermediate roof framing 48. Over the roof structure 38 and 48 is a roof covering or membrane 50 (see Figures 13 and 15) made of glass or of clear plastic or any other material and in desired areas the roof cover is made partially retractable or openable for ventilation and with louvered vents where needed and with permanently open parts where needed. Having identified the main elements of the Cable-Stay roof structure, the preferred method of assembling this structure over an existing or new stadium or arena will be described in detail. Starting with the stadium 20 in Figures 2 and 3, foundations 18, and piles 16 if needed are constructed exterior to the stadium 20. Over these foundations are constructed concrete or steel towers 22 with the use of tower cranes 24. The preferred embodiment has these towers as shown constructed from slip formed concrete in two parallel rows on opposite sides of the stadium. As an alternate they may be constructed in two curved planes on opposite sides of the stadium to more nearly fit to the shape of the stadium or they may be set in a circle, an ellipse, or other curved shape around the stadium or other structure. The preferred embodiment would have these tower rows at one point tangent to the stadium but they need not necessarily be tangent and can be set off from the stadium. The towers 22 are then connected at their top by arches 26 to one another for strength. The form of the connection need not necessarily take the form of an arch and could be a lintel, a truss, an angular brace, or any other form of reinforcement; and futhermore this entire connection can also be entirely left out such that the remaining structure of towers resemble simply rows of singular standing towers unconnected at their tops or free standing. Furthermore the towers need not necessarily be vertical, but could be tilted outward or even inward to the stadium for structural or architectural reasons. The slip forms as illustrated in Figure 2 are designated by the numerals 29a and 29b and are shown as being filled with concrete by buckets 31 carried by the cranes 24. Once the towers 22 are constructed the roof construction can begin. Although the illustrated embodiment shows roof construction commencing after both rows of towers have been completed, construction can begin after one row of towers is constructed on one side of the stadium. It follows from the drawings that the roof is then constructed inward from these towers by a cantilevered method, either from one side at a time or from both sides simultaneously. All material is brought onto the roof and then installed by cantilevering out. By this method no entry to the stadium is necessary and the stadium can be operated during the time period of construction. Should it not be necessary to keep the stadium clear during construction as on a new stadium, material of the roof structure may be raised to the roof from the stadium floor rather than from outside and then installed by the cantilever method. At the same time as the tower construction is commencing, the ground anchors 28 which would be generally of steel, concrete, and pile construction are also constructed. Upon completion of the towers, either before or simultaneously with the commencement of roof construction (as hereinafter described) back stay cables 42 are placed. Following these assemblages, the roof construction itself may now proceed as follows. Prefabricated roof material, generally of steel but also if desired of wood or of concrete or even of other structural material is assembled on the site at 36. Ground crane 30, Figure 3, then hoists an initial roof long-beam framing member 38a, Figure 3, into position by hoisting it over the stadium rim between the towers and under the arches to a point on the roof and attaches one end of the framing member to a tower leg where it is connected at 52 (see Figure 5). Connection is made by an intermediate roof framing member 48 fixed to the member 38a and bolted to the tower 22 by bolts 57. Attached to the other end of the framing member 38a is a cable 40 which is now pulled to the top of the tower by top crane 34 where it is tensioned by hydraulic jacks and connected to the tower. The cable 40 is of prescribed length and fitted with anchor sockets at both ends. By the use of prefabricated length cables, cables can be later exchanged if needed in the event of damage or corrosion. Such cables may be of the fully galvanized locked-wire type and installed with sufficient tension to provide a tight seal against water intrusion and in turn corrosion or they may be protected by a cover for corrosion protection or they may be of other construction. To install and make tight such cables, a typical end socket is fitted with an extension rod screwed into the end of the cable socket. The cable and rod then can be pulled into place by a winch or pulley and by the top crane 34 allowing sufficient sag so that the force to pull the cable and rod can be reasonably handled. Once in place with the cable rod extension in a hydraulic press mounted in the tower, the rod extension is then pulled by the hydraulic press or jack to the very high tension and low sag of the final cable configuration and the cable socket is then firmly anchored in the cable anchorage and the rod extension removed. Shims can then be installed at the socket anchorage to make minor adjustment and the connection of the socket to the structure can also be adjusted by a threaded nut attached to the outside of the socket to which the connection of the cable to its anchorage is made. In such a manner then the first long-beam framing member is installed and connected to the tower by its Cable-Stay. The cable referred to may be one cable or a multiple of cables grouped together. The aforedescribed tensioning and anchorage structure is well known and not unique to the present invention. Accordingly, it has not been illustrated. Thereafter a back-stay cable 42 is installed in like manor between the anchorage and the tower. The back-stay cables as well may be singular cables or multiple cables. All cables are of fixed length with sockets at both ends. The cables may be sloped at the angle shown or may be sloped at a steeper angle so that the anchors are closer to the stadium. The back-stay cables may also be sloped at a flatter angle placing the anchors at a further distance from the stadium than shown. The preferred angle, however, is one that permits the load these cables exert onto the towers to be a vertical load rather than an angular load which imposes a bending force into the tower. The cables can be attached first at either the tower or at the anchorage and then pulled into place at the opposite end by the method described above. The cables can be supported on a temporary falsework or scaffolding or a suspended cable construction footwalk for their erection, or they can be installed without these measures. The cables, as stated, can be either singular or multiple cables. Where they are multiple cables they are connected together at intermediate points. A boatswains chair or basket suspended from the cables may be used for access to perform this operation. See 76 in Figure 10. The cables after they are installed receive a final coat of paint. A boatswains chair may be used again which may also later be used for repainting and inspection. Other types of cables other than described may also be used, and the method of installation may vary, but the end configuration is not changed. For an example the cables might be fabricated to be continuous over the towers supported on saddle supports in the towers and then connected at one end to a long-beam framing member 38 and the other end to a ground anchorage 28 and then tensioned at one or the other end. For another example, the tensioning of the cables may be made by jacking the cable support in the tower upward either in addition to the tensioning made at the ends of the cables or entirely in this manner. After all cables are installed the cables may be connected between Cable-Stays by other cross-cables 54 or by struts 54 to dampen any wind induced or earthquake induced vibrations which could develop. (See Figure 12.) This also increases the general stiffness of the roof and can help to control vibration noises. Vibration dampers consisting of shock absorbers or rubber ring dampers may also be installed at the cable connection points. Now after the initial long-beam framing member 38a is installed as described to this point, Figure 3, a second is installed in like manner from the next adjacent tower leg and intermediate framing 48 is installed, as seen in Figure 8, by being secured between the long beam frame members 38. The intermediate framing 48 may be of many different types. It may be open web steel joists, a space frame, or tubular steel joists, or any other framing system. A tubular steel or aluminum framing system, the preferred method, is shown in the drawings for the intermediate framing. The intermediate roof framing 48 by definition is all framing located between the roof long-beam framing members 38. The next step is for the ground crane 30 to lift and put in place the stiff-leg derrick crane 32 on the cantilevered roof section constructed and to also put up the temporary rail mounted transport carriage 44 on the roof which is used to haul material from where it is lifted on to the roof out to the cantilevered end for installation by the derrick crane 32. (See Figures 3, 4 and 6.) Futhermore a safety net is now installed to extend under all cantilever construction. The roof construction now proceeds in similar fashion as by the initial framing member installation described above, but with the additional use now of the derrick crane 32 and the transport carriage 44. The procedure which repeats itself until one cantilevered section is built out to the middle of the stadium is as follows. Referring to Figure 4, the ground crane 30 hoists roof framing members 38 and 48 from location 36 onto the roof between the towers and under the arches. The material is then loaded onto the temporary rail mounted transport carriage and carried out to the cantilevered end where it is installed by the derrick crane 32 onto the cantilevered end of the next preceding framing members. The Cable-Stays 40 and back-stays 42 are then installed as described above by top crane 34. In this manner the roof is successively built out over the stadium. Alternate sections which might be 27.4 m (9O feet) in width are built first so that the constructed unit hangs evenly. A completed cantilevered section, one half the span of the stadium, may be 129.5 m (425′) in length. After the alternate sections are so constructed, Figure 8, the derrick crane is mounted in the open sections between the alternate sections, and intermediate the framing 48 installed in these intermediate sections to finish the roof, Figure 9. In each case after a roof section is constructed the temporary rail mounted transport carriage and the derrick crane is driven back to the edge of the roof at the towers and removed from the roof by the ground crane 30 to be reinstalled in the next section to be constructed. The roof is constructed as above from two sides of the stadium and joined in the middle. It is built either from both sides simultaneously or one side at a time. The next step is the joining in the middle of the long-beams provided by the framing members 38. This is done in such a manner to allow for future movement of the long-beams due to temperature changes and other causes. The connecting structure is shown in Figure 16 and comprises a slip joint provided by a sleeve 49 between the opposed cantilevered long beams and a tension cable 51 secured between the beams. A turnbuckle 53 provides for select adjustment of the tension on cable 51 and control of the long-beam force exerted on the tower legs at the edge of the roof. Now hold-down and sidesway cables 56 are installed as needed between the roof edge and the ground or stadium structure. From Figure 1 it will be seen that the long beams 38 and the resultant roof sections slope upwards from the towers to the point where they join and that the roof also slopes laterally from the center peak designated 47. The outermost beams 38 to which the cables 58 are joined are essentially horizontal. After the entire roof framing is installed, checked, and adjusted, and painted, the roof covering 50 and the retractable or openable roof elements and louvered sections are installed. This is accomplished either by hoisting the materials of the roof cover onto the roof edge by the ground crane 30 and then moving them into place; or by lowering the materials onto the roof by helicopter. The retractable or openable sections are also lifted into place in the same manner and installed. The roof is made retractable by allowing any number of roof sections, either contiguous or spaced, to slide over other roof sections and to be controlled either manually or by remote means. Such sections are designated 50a in Figure 13. The remote control opening mechanism may be a hydraulic ram system to open and close the roof or it may be a mechanical cable controlled system. Retractability or ventilation opening may also be achieved by a hinged door type opening also remotely controlled. Such openings may be seen in Figures 14 and 15 wherein bubble panels 78 are hinged at one edge to framing 48 and may be selectively engaged or raised from engagement with adjacent framing by hydraulic cylinders 79. The roof cover 50 may also be made with louvers to allow for ventilation and, if desired, portions of the roof cover may be made permanently open in certain areas. The roof as so constructed overlaps the stadium rim in such a manner that no rain and only minor amounts of wind can enter, but ventilation can occur. (See Figure 9.) The roof is left unconnected to the stadium to allow for independent structural movement. The roof overlaps the rim of the stadium to provide also some protection to the concourse and other areas around the stadium. The space between the roof and the stadium rim is made of sufficient size, possibly 3 m (10′), to allow for desired ventilation. The roof, however, may be connected at this point to the stadium if so desired and the space may be closed. The closure may be a flexible gasket. See 72 Figure 10. Stadium stanchion lighting 73 (see Figure 1) where existing is left in place or, where interference with the roof tower assembly 22 and 26 occurs, remounted on the roof tower assembly. These lights can then project through the completed clear skylight roof illuminating the stadium interior. Additional lighting if necessary can be installed on the underside of the roof structure. Additional details of construction include: roof drainage and downspouts (not illustrated); roof condensation gutters on the underside of the roof (not illustrated); high pressure water cleaning jets 62 on the roof for cleaning; elevators 80 installed in the towers for access to the top of the towers and the roof; walkways and handrails formed on the tower tops and on the roof beams 38 for maintenance and sightseeing; a restaurant 60 constructed on the roof (see Figures 9 and 10); and luxury boxes 58 for private seating built on the roof or suspended from the roof.

Claims: 1. A method of constructing a roof over an existing or new stadium (20), arena or other structure, said method comprising: erecting a first row of towers (22) outside one side of the stadium (20), arena or other structure; erecting a second row of towers (22) outside the side of the stadium, arena or other structure opposite said one side; and suspending roof structure from said towers (22) over the stadium (20), arena or other structure; characterized in that the step of suspending roof structure comprises cantilevering said roof structure in compression imparting relationship from each row of said towers (22) by progressively extending roof sections of said structure from said towers (22) and over the stadium (20), arena or other structure while suspending each successive roof section by a cable-stay connection (40) to the tower (22) from which the section extends; and, joining the roof structures cantilevered from the rows of towers (22) in tension to partially relieve compressive forces of the structures on the towers and limit such forces. 2. A method according to claim 1, further characterized by extending cable-stays (42) from the towers (22) to anchors (28) located outside of the stadium (20), arena or other structure. 3. A method according to claim 1, characterized by joining the structures by a slip connection (49) to permit the structures to move toward one another. 4. A method according to claim 3, characterized by additionally joining the structures by a tension connection (51) to limit separation of the roof structures. 5. A method according to claim 1, characterized by joining the towers (22) in each row by arches (26). 6. A method according to claim 1, characterized by extending lateral ties (56) from the roof structures to anchors disposed outside of the stadium (20), arena or other structure. 7. A method according to claim 1, characterized by extending a flexible weather seal (72) from the roof structures to the stadium (20), arena or other structure. 8. A method according to claim 1, characterized in that the sections of the roof structure are extended by first progressively extending long beam framing (38) from the towers (20) in generally parallel relationship to one another, then joining adjacent long beam framing (38) by intermediate roof framing (48), and then securing a roof membrane between the long beam framing (38). 9. A method according to claim 8, characterized by providing means to open at least certain parts of the roof membrane. 10. A method according to claim 8, characterized in that the roof membrane is transparent. 11. A method according to claim 1, characterized in that a) the roof sections are preconstructed and initially disposed at staging areas (36) located at the foot of the towers (22); b) ground located cranes (30) are used to lift the sections up onto the towers (22); c) tower located cranes (34) are used to initially suspend the sections in cantilevered relationship to the towers (22); and, d) travelling derrick cranes (32) movable along the roof structure are used to successively place the sections in cantilevered relationship. 12. A roof structure over an open topped stadium (20), arena or other structure, said roof structure comprising: a first row of towers (22) located outside one side of the stadium (20), arena or other structure; a second row of towers (22) located outside the stadium (20), arena or other structure to the side thereof opposite said one side; a plurality of roof sections each extending partially over the stadium (20), arena or other structure; first stay means (40) extending from each row of towers (22) to suspend the load of said roof sections from said towers (22); and second stay means (42) extending from each row of said towers (22) to counterbalance the load imparted to the towers by the first stay means (40); characterized in that said roof sections comprise: a first roof section cantilevered from the first row of towers (22) and extending therefrom toward the second row of towers (22), said section being disposed in compression imparting relationship to the first row of towers, and a second roof section cantilevered from the second row of towers (22) and extending therefrom toward the second row of towers (22), said section being disposed in compression imparting relationship to the second row of towers; that said first and second stay means (40,42) are cable-stay means; and that said roof sections being interconnected by connecting means (49) securing said roof sections together in tension to partially relieve compressive forces imparted to the towers (22) by said sections and limit such forces. 13. A roof structure according to claim 12, wherein said connecting means (49) permit said roof sections to move toward one another without imparting destructive compressive forces to the towers (22). 14. A roof structure according to claim 13, characterized in that said connecting means further comprises a tie (51) securing said roof sections against separation. 15. A roof structure according to claim 12, characterized by comprising hold down means (56) extending laterally from said roof sections to anchors disposed outside the stadium (20), arena or other structure. 16. A roof structure according to claim 12, characterized in that said roof sections comprise: a) long beams (38) extending from the towers (22) and over the stadium (20), arena or other structure in generally parallel relationship to one another; b) intermediate roof framing members (48) secured to and extending between adjacent long beams (38); and, c) a roof membrane at least partially closing the space between the long beams (38). 17. A roof structure according to claim 16, characterized in that said roof membrane comprises transparent panels, at least certain (78) of which may be opened for ventilation. 18. A roof structure according to claim 17, characterized in that said certain panels (78) extend between adjacent pairs of intermediate roof framing members (48) and are hinged to one intermediate roof framing member (48) of each pair and elevatable relative to the other member of the pair. 19. A roof structure according to claim 12, characterized in that said roof sections slope upwardly from the towers (22) and are connected at a peak disposed over the stadium (20), arena or other structure. 20. A roof structure according to claim 19, characterized in that the roof sections slope downwardly from the peak laterally from a point disposed generally centrally of the connected roof sections. 21. A roof structure according to claim 12, characterized in that the roof sections are disposed in spaced relationship to the periphery of the stadium (20), arena or other structure whereby no load forces are imparted to the stadium (20), arena or other structure by the roof structure. 22. A roof structure according to claim 21, characterized by comprising a resilient seal (72) disposed between the roof sections and the periphery of the stadium (20), arena or other structure. 23. A roof structure according to claim 12, characterized by comprising occupant carrying compartments (58,60) supported on the roof sections. 24. A roof structure according to claim 12, characterized by comprising water jets (62) carried by and above the roof sections for dispensing water over the sections. 25. A roof structure according to claim 12, characterized by comprising arches (26) joining the towers (22) in each row of towers. 26. A roof structure according to claim 12, characterized by comprising sightseeing and maintenance walkways on the roof framing members. 27. A roof structure according to claim 12, characterized by comprising elevators (80) in the towers (22) for roof and tower access.

Inventors: SCHILDGE, ADAM T., JR.
Applicants: SCHILDGE, ADAM T., JR.
Application year: 1988
Main classification: E04B7
IPC codes: E04B1, E04H15, E04B7, E01D11