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Double-layer hollow concrete slab wall and its construction method

A double-layer hollow, concrete slab technology, applied in the direction of formwork/formwork/work frame, wall, building components, etc., can solve the problems of inconvenient formwork erection, reducing the utilization rate of construction materials, affecting the sound insulation effect of sandwich walls, etc. Dismantling, meeting the requirements of sound insulation, and the effect of convenient operation

Active Publication Date: 2016-02-24
SHANGHAI NO 4 CONSTR
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] For the existing sandwich wall pouring construction, it is inconvenient to set up the formwork. After the concrete pouring is completed, some supports and formwork members are permanently enclosed in the cavity and become a sound bridge, which not only affects the sound insulation effect of the sandwich wall, but also reduces The problem of the utilization rate of construction materials, the purpose of this invention is to provide a kind of double-layer hollow concrete slab wall and its construction method, utilize the prefabricated slab interlayer connected between the double-layer concrete slabs as the bottom formwork of the ring beam, and remove the formwork Finally, there is no support or formwork that can become a sound bridge in the cavity, which can meet the sound insulation requirements and facilitate construction

Method used

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  • Double-layer hollow concrete slab wall and its construction method
  • Double-layer hollow concrete slab wall and its construction method
  • Double-layer hollow concrete slab wall and its construction method

Examples

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Embodiment 1

[0031] Example 1: Combination Figure 7 Explain that the double-layer hollow concrete slab wall of the present invention is formed by connecting several construction units. This embodiment takes a construction unit as an example to describe its structure and composition in detail. The construction unit includes two parallel and spaced concrete Slab 1; two ring beams connected between the two concrete slabs 1, namely the bottom ring beam 3 and the top ring beam 5; the two concrete slabs 1, the bottom ring beam 3 and the top ring beam 5 together form a closed Cavity 6'; among them, the bottom ring beam 3 is composed of the prefabricated slab compartment 1-2 connected between the two concrete slabs 1 and the concrete members cast on the prefabricated slab compartment 1-2, and the top ring beam 5 is connected by The prefabricated slab compartment 2 4 between the two concrete slabs 1 and the concrete components poured on the prefabricated slab compartment 2 4 are composed.

[0032] Th...

Embodiment 2

[0036] Embodiment 2: Combination Figure 2 to Figure 7 To illustrate the construction method of the double-layer hollow concrete slab wall of the present invention, the specific steps are as follows:

[0037] S101: Such as figure 2 with image 3 As shown, a formwork system 20 with two concrete slabs 1 is set up, and embedded steel bars 7 are set in the formwork system 20 and concrete is poured. After the concrete reaches the design strength, the formwork system 20 is removed to obtain the concrete slab 1;

[0038] S102: Such as Figure 4 As shown, between the two concrete slabs 1 produced in step S101, the prefabricated slab compartment 1-2 is horizontally arranged. Specifically, the prefabricated slab compartment 1-2 is fixed to the pre-embedded steel bars extending from the top of the concrete slab 1. 7, and enable the prefabricated slab compartment 1 2 to cover the cavity 6 between the two concrete slabs 1;

[0039] S103: Such as Image 6 As shown, with the prefabricated slab co...

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Abstract

The invention relates to a double-layer hollow concrete wall and a construction method thereof and relates to the technical field of concrete members. The wall and the method aim at solving the problem that template overlapping is inconvenient in construction of sandwich wall pouring construction, a part of support pieces and template members are permanently closed in the cavity and become acoustic bridges, the sound insulation effect is affected, and the material utilization rate is reduced. The concrete wall is formed by connecting a plurality of construction units. Each construction unit comprises two concrete plates arranged in parallel at intervals and two ring beams arranged between the two concrete plates. The concrete plates and the ring beams form an enclosed cavity. Each ring beam is composed of a prefabricated plate interlayer connected between the concrete plates and a concrete member poured on the concrete plates. The construction method adopts step-by-step pouring, the two concrete plates which are arranged in parallel are poured in advance, the prefabricated plate interlayer is connected between the concrete plates and is utilized as a base mould to pour the ring beams, and the steps are conducted repeatedly to enable the concrete plates and the ring beams to form the closed cavity and obtain the double-layer hollow concrete wall.

Description

Technical field [0001] The invention relates to the technical field of concrete members, in particular to a double-layer hollow concrete slab wall and a construction method thereof. Background technique [0002] With the rapid development of urban construction and the improvement of people's quality of life, it has become an urgent desire for people to create a high-quality residential environment. Among them, a good indoor acoustic environment is an important part of ensuring a high-quality residential environment. [0003] In order to obtain a good indoor acoustic environment, the walls of buildings need to have good sound insulation performance, which is mainly achieved by isolating indoor and outdoor air. At present, the following measures are taken to reduce sound and noise of walls. One is to strengthen the treatment of wall gaps; the other is to increase the density and thickness of the wall; and the third is to use sandwich walls with air interlayer or porous materials. Am...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/64E04G11/18
Inventor 谷志旺陈雪峡郑凯华周君黄轶曹文根张铭
Owner SHANGHAI NO 4 CONSTR
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