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Force-bearing type underplate component

A load-bearing, baseplate technology, applied in building components, floors, structural elements, etc., can solve the problems of high material consumption, low baseplate strength, and low rigidity.

Inactive Publication Date: 2008-07-30
邱则有
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Such prefabricated base plates include profiled steel plates, concrete base plates, etc. However, there are some problems in the construction and application of this type of prefabricated base plates in the construction and application of cast-in-place concrete panels such as cast-in-place concrete floors and roofs, such as insufficient strength of the base plate. High, low rigidity, low shear resistance of the superimposed interface between the cast-in-place concrete and the bottom plate, large consumption of steel bars, concrete and other materials used for floor or roof construction, high cost, poor integrity, etc.

Method used

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  • Force-bearing type underplate component
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  • Force-bearing type underplate component

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Embodiment Construction

[0052] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0053] As shown in the accompanying drawings, the present invention includes a bottom plate 1, which is characterized in that it also includes long T-shaped members 2 arranged in parallel and alternately, and the long T-shaped members 2 are arranged on the bottom plate 1 . In the accompanying drawings, 1 is a base plate, 2 is a strip I-shaped member, and 3 is a reinforcement. In the following drawings, those with the same number have the same description. As shown in FIG. 1 , the load-bearing floor member includes a floor 1 , which also includes long T-shaped members 2 arranged in parallel and alternately. The long T-shaped members 2 are arranged on the bottom plate 1 .

[0054] The present invention is also characterized in that holes 3 are arranged at intervals on the web of the elongated T-shaped member 2 . As shown in FIG. 2 , holes 3 are arranged ...

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Abstract

The invention relates to a stressed soleplate component, including a soleplate (1). The invention is characterized in that the component also comprises elongated T-shaped components (2) which are parallel and at intervals and are arranged on the soleplate (1). The invention is applicable to cast-in-situ reinforced concrete or a hollow floor system, a roof system, walls and a foundation slab of the prestressed reinforced concrete as well as a vierendeel bridge girder, and is particularly suitable for a hollow flat slab.

Description

(1) Technical field [0001] The invention relates to a load-bearing floor member. (2) Background technology [0002] At present, the floors and roofs of multi-story buildings are mainly cast-in-place concrete. The general construction method is to process the specified temporary formwork at the construction site, and configure steel bars according to needs, and then pour concrete on site. Instead of the formwork construction used on site, the so-called prefabricated floor is manufactured in advance in the factory, and then this prefabricated floor is moved into the site and installed on the building for construction. Due to its advanced workability, the construction period can be shortened, so It has been widely used in recent years. Such prefabricated base plates include profiled steel plates, concrete base plates, etc. However, there are some problems in the construction and application of this type of prefabricated base plates in the construction and application of cast-i...

Claims

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Application Information

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IPC IPC(8): E04B5/38E04B5/23E04B5/18E04B5/16E04C5/00
Inventor 邱则有
Owner 邱则有