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Steel bar concrete stereo force bearing structure floor slab

A reinforced concrete, three-dimensional technology, applied in the direction of floors, building components, building structures, etc., can solve the problems of not considering the design of the formwork, unable to resist the up-down force and horizontal shear force, etc.

Inactive Publication Date: 2007-10-10
湖南邱则有专利战略策划有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Similarly, this kind of plastic formwork only considers that the top plate of the formwork is not easy to be damaged or only meets the requirements of construction compressive loads. Although the hollow rods with conical downward openings can be conveniently stacked and transported, it does not consider the formwork. It is designed as the main load-bearing component and combined with the cast-in-place reinforced concrete structure to form a common three-dimensional force-bearing structural system to resist various complex external forces, especially the up-and-down pull force and horizontal shear force that cannot be resisted in the formwork.

Method used

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  • Steel bar concrete stereo force bearing structure floor slab
  • Steel bar concrete stereo force bearing structure floor slab
  • Steel bar concrete stereo force bearing structure floor slab

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Embodiment Construction

[0084] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0085] As shown in the accompanying drawings, the present invention comprises a cast-in-place reinforced concrete upper plate 1, a cast-in-situ reinforced concrete rib 2, a cavity formwork 3, and the cavity formwork 3 is arranged at intervals, in which there are cast-in-situ reinforced concrete ribs 2, on which are The cast-in-place reinforced concrete upper plate 1, the three are poured into a whole, wherein the cavity formwork 3 includes the upper roof 4, the surrounding side walls 5 and the lower bottom 6, and the upper roof 4, the surrounding side walls 5 and the lower bottom 6 are connected to each other to form a polyhedron The cavity 7 is closed, the upper top plate 4 and the surrounding side walls 5 are superposed with the cast-in-place reinforced concrete upper plate 1 and the cast-in-place reinforced concrete rib 2 respectively, and there is at...

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Abstract

The stereo force bearing reinforced concrete floor slab includes in-situ grouted reinforced concrete upper plate, in-situ grouted reinforced concrete ribs, and shuttering cavities. The spaced shuttering cavities, the in-situ grouted reinforced concrete ribs and the in-situ grouted reinforced concrete upper plate are grouted integrally. The shuttering cavity is polyhedron comprising top board, side walls and bottom board, and has at least one rod inside it. The present invention features that the rod inside the shuttering cavity is curved rod, bent rod, cable, prismatic straight rod, varying cross section straight rod, hollow rod or their combination; the bottom board has unequal thickness; and at least one side wall of the shuttering is on the thin bottom board.

Description

[0001] This application is a divisional application of an invention patent application with an application date of April 30, 2002, an application number of 02117549.7, and a title of "a reinforced concrete three-dimensional load-bearing structure floor". (1) Technical field [0002] The invention relates to a reinforced concrete three-dimensional load-bearing structure floor. (2) Background technology [0003] At present, most buildings with brick-concrete structure and frame structure use prefabricated hollow-core slabs as floor slabs, which have the advantages of fast construction speed and low cost. However, because there is no firm connection between two adjacent prefabricated hollow slabs, only cement mortar is used to fill the joints, so the integrity is poor, which is not conducive to earthquake resistance, and cracks and water seepage often occur in the gaps. In order to solve the above problems, many buildings adopt the method of cast-in-place concrete floors (solid...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B5/21
Inventor 邱则有
Owner 湖南邱则有专利战略策划有限公司