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Additional rigidity piece composite floor slab

A technology of superimposing floor slabs and rigidity, which is applied to slabs, building reinforcements, building components, etc., can solve the problems of difficult construction, structural self-weight, high density of formwork and support, etc., to simplify factory production and on-site construction, The effect of reducing the rebar content and reducing the material cost

Pending Publication Date: 2021-07-13
重庆中科建筑科技(集团)有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, the mainstream of prefabricated prefabricated laminated slabs in China is truss reinforced laminated slabs. At present, the mainstream laminated slabs in China have the following disadvantages: (1) There are truss reinforcements. 50%-60% higher); (2) The thickness of the base plate of the laminated slab is large (usually 60mm thick), resulting in a large overall thickness of the floor slab (60mm of the base plate + 80mm of the laminated layer, the total thickness reaches 140mm, which is thicker than the traditional cast-in-place 100mm 40%), the cost is high, and the weight of the structure is heavy, which further leads to the weight of the whole house and the steel bar content; (3) The ribs at the end of the floor and the side of the slab lead to complex production molds in the factory, and the complexity of the bottom mold on the slab side of the two-way slab, resulting in manufacturing and The construction process is complicated; (4) Due to the height limit of the truss, it is difficult to thread the pipeline on site, making the site construction complicated, the plate thickness is generally super thick, and the cost is increased; (5) The site formwork and support density at the bottom of the plate is high, resulting in construction Difficult, did not take advantage of assembly
[0006] Its disadvantage is that the metal pipe grouted inside replaces the top reinforcement of the truss steel bar. The steel pipe truss part will further increase the cost of the ordinary truss steel bar, resulting in too high steel content of the prefabricated panel itself, and due to the larger diameter of the truss tube, it will be more expensive. It is not conducive to the passage and laying of on-site pipelines, and the thickness of the laminated layer will be larger than that of ordinary truss laminated plates

Method used

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Embodiment Construction

[0028] The present invention will be further described below in conjunction with the accompanying drawings and embodiments. It should be noted that in the description of the present invention, the terms "upper", "lower", "left", "right", "inner", "outer" etc. The indicated orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation or in a specific way construction and operation, therefore, should not be construed as limiting the invention. The terms "first", "second", "third", etc. are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0029] Such as Figures 1 to 5 As shown, a composite floor with additional rigidity components includes a composite floor bo...

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Abstract

The invention discloses an additional rigidity piece composite floor slab. The composite floor slab comprises a composite floor slab body and a plurality of additional rigidity pieces, wherein the composite floor slab body comprises a prefabricated floor slab and a plurality of concrete protruding blocks arranged on the prefabricated floor slab body, the additional rigidity pieces are channel steel or C-shaped steel, openings of the additional rigidity pieces are arranged downwards, the additional rigidity pieces cover the multiple concrete protruding blocks, the end faces of the two side walls of the additional rigidity pieces are attached to the prefabricated floor slab body, and the additional rigidity pieces are detachably and fixedly connected with the concrete protruding blocks. According to the scheme, the composite floor slab with the additional rigidity pieces is good in rigidity, the efficiency is greatly improved in the aspects of the structure, the manufacturing and the production process, resources and materials are saved, and the cost is comprehensively reduced.

Description

technical field [0001] The invention relates to a laminated floor, in particular to a laminated floor with additional rigidity parts. Background technique [0002] At present, the mainstream of prefabricated prefabricated laminated slabs in China is truss reinforced laminated slabs. At present, the mainstream laminated slabs in China have the following disadvantages: (1) There are truss reinforcements. 50%-60% higher); (2) The thickness of the base plate of the laminated slab is large (usually 60mm thick), resulting in a large overall thickness of the floor slab (60mm of the base plate + 80mm of the laminated layer, the total thickness reaches 140mm, which is thicker than the traditional cast-in-place 100mm 40%), the cost is high, and the weight of the structure is heavy, which further leads to the weight of the whole house and the steel bar content; (3) The ribs at the end of the floor and the side of the slab lead to complex production molds in the factory, and the complex...

Claims

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Application Information

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IPC IPC(8): E04B5/17E04C5/03
CPCE04B5/17E04C5/03
Inventor 李昌州谢亮胜席菲菲蒋侃程振宇尹犟钟东旭
Owner 重庆中科建筑科技(集团)有限公司