PROCEDURE FOR MAKING FOUNDATIONS FOR A STRUCTURE, AND INTERMEDIATE PIECE FOR USE IN THE PROCEDURE

Abstract: Procedure for making foundations for a structure, such as for halls, houses, bridges having their foundations on the ground, using for foundations a concrete ready-made foundation slab appropriate to serve as mould for concrete pouring and which also contains the requisite reinforcements. The invention furthermore concerns a foundation slab element for use in the procedure of the invention which not only is appropriate to serve as mould for concreting and contains the reinforcement required in concreting but also is suitable to be used in conjunction with sleeve and other juncture elements nowadays commonly used in concrete technology. As taught by the invention, on bearing ground (5), or on ground reinforced by piling (4), is applied a foundation slab element (1) prefabricated of reinforced concrete which constitutes a mould in which have been disposed substantially horizontally running steels (2) preferably distance from the bottom level (7) of the walls (6) of the element (1), whereby the foundation slab constitutes both the mould and the reinforcement, on which if desired may be applied a sleeve element known in itself in the art, or equivalent elements. The foundation slab element of the invention comprises a continuous encircling wall (6) and therewithin a substantially horizontally running reinforcement (2) located in the bottom plane of the encircling wall or advantageously at a distance from the bottom level of the encircling wall (6).

Description: Procedure for making foundations for a structure, and intermedia piece for use in the procedure The present invention concerns a procedure for making the founda tions for a structure, such as halls, houses, bridges based on earth, using for foundations a ready-made concrete foundation sl -tfhich is appropriate to serve as mould in concreting and which al contains the requisite steel reinforcements. The invention furth concerns a foundation element for use in the procedure of the invention, which not only is appropriate to serve as mould in concreting and contains the steel reinforcement required in con¬ creting but also is fit to be used in conjunction with the sleev elements presently in common use in concrete technology. The structural design and shape of the foundation are dependent the nature of the bearing ground. A structure standing on rock or on sandy soil may have a much simpler foundation than one on cla soi ϊ . It is possible on sandy soil and equivalent to build directly on the carrying soil, that is, to make a foundation resting on the ground. The foundations are nowadays most often made of reinforce concrete. If the bearing ground is at a depth of 2 to 3 metres, t building may be provided with foundations (slabs) sunk by excava¬ tion to this depth. If the bearing ground lies even further down, piling must be provided for foundation, the foundation slabs con¬ creted on the site being arranged on their support. Slab foundations may also be applied in the case of simple bridge where not only the bearing capacity of the ground is concerned bu also the safety of the structure against toppling or slipping. Up to the latest years, the foundation making has taken place on the building site, without any worthwhile standardisation, and th moulds have most often been made of timber, plywood and sheet steel. Insertion of the reinforcements and concreting has then be OMPI done on the site. Since mould assembly and rein orcement-laying heavy and unclean work and the workers moreover are exposed to inclement weather, to rain an cold, difficulties have recently be experienced in recruiting enough skilled labour to do this work. With a view to solving these problems, the recent trend has been, as far as possible, to adopt the use of elements in the foundatio structures, and there have in fact been developed, and used for foundation elements, foundation slabs and pillar foundations, and foundation beams and separate pillar sleeves in supplementing the However, the use of foundation elements has been comparatively minimal so far, and they have mainly been applied in industrial halls and small houses. The designing has been mostly object-spe¬ cific, with the consequence that no design solutions have been reached which would be competitive in relation to concreting on site. The foundation structure then consists either of a separate slab like foundation element on which a sleeve, pillar or foundation beam element is fitted. Separate pillar foundation elements are also known, of which are available massive types resembling thos concreted on site and types of reduced weight, where the pillar sleeve is connected to the foundation slab. It is also known in prior art to fit the pillar sleeve of an element structure togeth with a slab concreted on site. The element foundation types mentioned above are best suited for foundations on the ground. When foundation elements with underside slab known in prior art used, great accuracy of the earth levelling work is required. Usually it is not possible to use the elements known in the art i the ground has necessitated piling to be done, because this ofte introduces problems which are technologically and economically insurmoun able. The invention is an attempt to eliminate the above-mentioned dra backs associated with the use of foundation elements of prior ar and of foundations concreted on site. The object of the invention is tα provide a procedure for makin foundations of buildings and structures which is applicable bot ground without piling and on piled or otherwise reinforced grou likewise the invention aims at providing a foundation element f use in the procedure which is also usable in conjuction with sl and other juncture elements known in the art. The features which are characteristic of the procedure of the invention are readable in the characteristic features part of c 1, and the features characteristic of the foundation element of invention are readable in the characteristic features part of c 2. In the following, the invention and the advantages gainable the are described more closely with reference made to the attached drawings, which are not meant to restrict the invention but merely to illustrate one design according to the invention. Fig. 1 presents a slab-and-sleeve foundation according to the invention, applied on ground with piling. Fig. 2 shows a sl b foundation applied on the ground. Fig. 3 is an axonαmetric presentation of a slab mould element according to the invention. The foundation slab 1 of the invention may be manufactured in a plant, by conventional technique, in which case for reinforcemen may be used conventional reinforcing steels and the "bottom rein forcement" (the principal reinforcement) consists of substantial horizontally placed single steels 2, which may be disposed e.g. crossing each other, to constitute a net-like structure. It is a possible to use ready-made steels with net con iguration or equi alent which meet the requirements imposed on the foundations of structures. The dimensions of the reinforcement and the spacing bars can be freely chosen, considering the stresses that will h OMPI to be borne. The side wail structure ό of the foundation slab may be shaped to have desired thickness, as may the size and shape αf the foundati slab i, to account for the loads which will be imposed on the ultimate structure. The foundation slab may have the cross sectio not only of a square but equally it may have a round, elliptic, rectangular or triangular crass section. The bottom reinforcement may be located in the bottom plane 7 of the side walls 6, but it to greatest advantage to place it higher than the bottom level of the side walls, and substantially horizontally. The bottom rein¬ forcement 2 is anchored in the side walls 6 of the concrete moul The foundation slab 1 of the invention can be transported from th works to the desired site, where it is applied on the ground 5, which may be piled 4 if necessary, in which case the foundation slab is applied in conventional manner upon cut-off piles 4. If desired, to the foundation slab 1 of the invention may be fitted sleeve 3 known in itself in the art, or other fixing elements, s as adhesion steels, formed steels, bolts, etc.; whereupon the sl mould is filled with concrete and the construction work may proc in normal manner. The foundation slab element of the invention may be used in such objects where it was heretofore only possible to use foundation slabs concreted on site. The foundation slab element of the invention may be manufactured series production in a plant and, moreover, type foundation slab can be achieved with the result that it is possible to achieve conventional structures recurring in element pref brication, whe by it becomes possible when selecting foundation slabs for a giv construction job to select the element which is most appropriate for the particular loads involved, e.g. with the aid of tables. The circumstance that types can be established will cause the ma facturing costs to go down, and elements can be manufactured on stock and they can be transported to * the building site at the mo proper time. Moreover, the foundation slab element of the inven is light, with the result that its transport and installation ar easy and the transport and mounting costs are reduced from what they were for conventional foundation slab elements. The foundation slab of the invention constitutes the mould as we as the reinforcement and it reduces the work to be done an the building site, thereby facilitating and speeding up the construc tion work, and it requires less professional skill than before o the part of the builder, and it reduces the building costs. Furthermore, alterations during the construction phase are faste easier and less expensive than before. The invention may be varied and modified within the scope of the claims.

Claims: C l aims 1. A procedure for making foundations for a structure, charactet ized in that on the ground (3), which is bearing or reinforced by piling (4) or otherwise, is applied a foundation slab element (1 pre abricated of concrete, constituting a mould in the interior space of which have been disposed substantially horizontal steels (2) , whereby the foundation slab constitutes both a mould and a reinforcement to which can be affixed a pillar, a beam, a sleeve element known in itself, or other fixing means. 2. Foundation slab for use in the procedure of claim 1, characte ized in that it comprises a continuous encircling wall (6) and coinciding with the interior space of the encircling wall a rein¬ forcement with substantially horizontal direction, the principal reinforcing steels (2). 3. Foundation slab element according to claim 2, characterized i that the principal reinforcement (2) is anchored in the side wall (6) of the mould. 4. Foundation slab element according to claim 2 or 3, character¬ ized in that the principal reinforcement (2) consists of a net appropriate for use as concrete reinforcement and previously know in itself, or that the rein orcement consists of single steels. OMPI

Inventors: BERGMAN KAJ, BERGMAN, KAJ
Applicants: RAASEPORIN TIILI OY
Application year: 1984
Main classification: E02D27
IPC codes: E02D27