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Double-layer hollow concrete wall and construction method thereof

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

Active Publication Date: 2015-01-21
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 wall and construction method thereof
  • Double-layer hollow concrete wall and construction method thereof
  • Double-layer hollow concrete wall and construction method thereof

Examples

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Embodiment 1

[0031] Example 1: Combining Figure 7 Illustrate the double-layer hollow concrete slab wall of the present invention, which is formed by connecting several sections of construction units. This embodiment takes a construction unit as an example to describe its structure and composition in detail. The above construction units include two parallel and spaced concrete slab 1; two ring beams connected between two concrete slabs 1, namely bottom ring beam 3 and top ring beam 5; two concrete slabs 1, bottom ring beam 3 and top ring beam 5 together form a closed Cavity 6'; wherein, the bottom ring beam 3 is composed of a prefabricated slab interlayer-2 connected between two concrete slabs 1 and concrete components poured on the prefabricated slab interlayer-2, and the top ring beam 5 is formed by connecting The prefabricated slab interlayer 2 4 between the two concrete slabs 1 is composed of the concrete member poured on the prefabricated slab interlayer 2 4 .

[0032] The double-lay...

Embodiment 2

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

[0037] S101: if figure 2 and image 3 As shown, the formwork system 20 of two concrete slabs 1 is set up, the pre-embedded steel bars 7 are set in the formwork system 20 and concrete is poured, and after the concrete reaches the design strength, the formwork system 20 is removed to obtain the concrete slab 1;

[0038] S102: if Figure 4 As shown, a prefabricated slab interlayer 1 is horizontally set between the two concrete slabs 1 prepared in step S101, specifically, the prefabricated slab interlayer 1 is fixed to the pre-embedded steel bars protruding from the top of the concrete slab 1 7, and make the prefabricated slab interlayer one 2 able to cover the cavity 6 between the two concrete slabs 1;

[0039] S103: if Image 6 As shown, the prefabricated slab interlayer 12 is used as ...

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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 components, 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, creating a high-quality living environment has become an urgent desire of people. Among them, a good indoor acoustic environment is an important part of ensuring a high-quality living 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 sound transmission. At present, the measures taken for wall sound insulation and noise reduction are as follows. One is to strengthen the treatment of wall gaps; the other is to increase the compactness and thickness of the wall; the third is to use sandwich walls with air interlaye...

Claims

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Application Information

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Patent Type & Authority Applications(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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