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Cast-in-situ drainage channel structure of moldless construction roof

A drainage channel and roof technology, which is applied to underwater structures, infrastructure projects, artificial islands, etc., can solve the problems of difficulty in removing the bottom form and support and high construction efficiency, achieve high construction efficiency, improve pullout resistance, guarantee The effect of sealing performance

Inactive Publication Date: 2018-12-25
广州坚磊建设有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The purpose of the present invention is to provide a formless roof cast-in-place drainage channel structure, which can not only ensure the sealing performance of the drainage channel, but also solve the problem that the bottom form and support used in pouring the roof are difficult to remove, and the construction efficiency is high

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  • Cast-in-situ drainage channel structure of moldless construction roof
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  • Cast-in-situ drainage channel structure of moldless construction roof

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Embodiment Construction

[0035] The present invention will be described in further detail below in conjunction with the accompanying drawings.

[0036] The following specific embodiments are only explanations of the present invention, and it is not a limitation of the present invention. Those skilled in the art can make modifications without creative contribution to the present embodiment as required after reading this specification, but as long as the rights of the above invention All claims are protected by patent law.

[0037] Formless construction roof cast-in-place drainage channel structure, such as figure 1 and figure 2 As shown, it includes a cushion layer 1 and a bottom plate 2 arranged above the cushion layer 1. On both sides of the bottom plate 2, side plates 3 are integrally cast and formed. Both the bottom plate 2 and the side plates 3 are reinforced concrete structures.

[0038] The top of the inner side of the side plate 3 is provided with a notch 4 arranged at a right angle. The not...

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Abstract

The invention relates to the field of drainage construction, in particular to a cast-in-situ drainage channel structure of a moldless construction roof. The structure is characterized by comprising acushion layer and a bottom plate arranged above the cushion layer, wherein side plates are arranged at the two sides of the bottom plate, the bottom plate and the side plates are integrally poured tobe molded, the tops of the sides, close to the inner portions, of the side plates are provided with notches, the notches in the two side plates form a placing groove, a plurality of notch sealing plates are laid on the placing groove in the extending direction of the side plates, the height of the placing groove is larger than the thickness of the notch sealing plates, a roof body is poured abovethe notch sealing plates, a plurality of pre-embedded ribs are buried in the side plates in the extending direction of the side plates at intervals, and the top ends of the pre-embedded ribs are located in the roof body and bent; during the construction, the cushion layer is firstly poured, then the bottom plate and the side plates are poured on the cushion layer, the tops of the pre-embedded ribsare wrapped by the roof body to strengthen the connection strength between the roof body and the side plates, thereby not only ensuring the sealing performance of a drainage channel, but also solvingthe problem that a used bottom mold and support when the roof body is poured is difficult to dismantle, and the construction efficiency is high.

Description

technical field [0001] The invention relates to the field of drainage construction, more specifically, it relates to a cast-in-place drainage channel structure with a formless construction roof. Background technique [0002] Modern urban diversion drainage systems are divided into sewage drainage systems and rainwater drainage systems, both of which are pressure-free systems. Sewage drainage systems are usually composed of pipes, and rainwater drainage systems are usually composed of pipes or drains. [0003] The second paragraph of Article 9.1.1 of the national standard "Code for Construction and Acceptance of Water Supply and Drainage Pipeline Engineering" 50268-2008 stipulates that the tightness test of the pipeline should be carried out for the non-pressure pipeline. However, there is no clear test requirement for the tightness of drains. With the frequent occurrence of extreme weather, many cities in China are frequently flooded. When flooding occurs, the rainwater syst...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E03F3/02E03F3/06E02D29/05
CPCE02D29/05E03F3/02E03F3/06
Inventor 李智滔黄磊栋李广振黄志豪孙晓怡
Owner 广州坚磊建设有限公司