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Light cast-in-place high-strength formwork non-dismantling wall and construction method thereof

A formwork and wall technology, which is applied in the field of light-weight cast-in-place high-strength formwork without demolition and its construction field, can solve the problems of prolonging the construction period and inconvenient wall construction process, and achieve weight reduction, shortening construction period, and installation process. convenient effect

Pending Publication Date: 2022-03-08
秦长城新型建材(天津)有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] In view of the related technologies mentioned above, the inventor believes that the formwork needs to be supported during the construction process of the existing non-load-bearing wall, and the formwork needs to be removed after the concrete is solidified, which makes the construction process of the wall very inconvenient and prolongs the construction period

Method used

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  • Light cast-in-place high-strength formwork non-dismantling wall and construction method thereof
  • Light cast-in-place high-strength formwork non-dismantling wall and construction method thereof
  • Light cast-in-place high-strength formwork non-dismantling wall and construction method thereof

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Embodiment Construction

[0040] The following is attached Figure 1-3 The application is described in further detail.

[0041] The embodiment of the present application discloses a light-weight cast-in-place high-strength formwork without demolition of the wall. refer to figure 1 A light-weight cast-in-place high-strength formwork non-demolition wall includes several keels 1 arranged along the length direction of the wall, grid-like formwork 2 is arranged on both sides of the wall, and the formwork 2 on both sides of the wall is poured There are concrete bodies 4.

[0042] During construction, the keel 1 is first fixed to the ground and the roof, then the formwork 2 on both sides of the wall is fixed on the keel 1, and finally concrete is poured between the formwork 2 on both sides of the wall to form the concrete main body 4, so that Both the keel 1 and the formwork 2 are integrated with the concrete main body 4, which avoids supporting the formwork 2 before pouring concrete, and avoids dismantlin...

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Abstract

The invention relates to a lightweight cast-in-place high-strength formwork disassembly-free wall and a construction method thereof, and relates to the field of building walls.The lightweight cast-in-place high-strength formwork disassembly-free wall comprises a plurality of vertical keels arranged in the length direction of the wall, latticed formworks are arranged on the two sides of the wall, and connecting assemblies are arranged between the formworks and the keels; a concrete body is poured between the formworks on the two sides of the wall body. The non-bearing wall has the advantages that the construction process of the non-bearing wall is more convenient, and the construction period is shortened.

Description

technical field [0001] The present application relates to the field of building walls, in particular to a light-weight cast-in-place high-strength formwork non-demolition wall and a construction method thereof. Background technique [0002] Walls mainly include load-bearing walls and non-load-bearing walls. Non-load-bearing walls refer to the rear walls that do not bear the load of the upper floor. They only play the role of separating spaces. They are non-structural components of the building and have little impact on structural safety. [0003] The existing non-load-bearing wall construction method is usually to build formwork on both sides of the wall, and support the formwork, then pour concrete between the two formwork, and then remove the formwork after the concrete has solidified, thereby forming a non-load-bearing wall. Then roughen the wall surface according to the interior decoration requirements, and carry out plastering, painting and other processes on the wall. ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/86E04B2/58
CPCE04B2/86E04B2/8658E04B2/58
Inventor 蔡金河
Owner 秦长城新型建材(天津)有限公司
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