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Interpenetration construction method for full-assembly integral concrete shear wall high-rise housing

A technology for concrete shear walls and high-rise residential buildings, which is applied in residential construction, construction material processing, construction, etc., can solve the problem of not considering the interspersed construction of the prefabricated main structure and the exterior decoration, and the technical conditions and method steps of the interspersed construction. , does not conform to the development direction of the national assembly type, etc., to achieve the effect of shortening the construction period, reducing the time for demoulding, and taking up less space

Pending Publication Date: 2022-07-29
TIANJIN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] 1) The interspersed construction method of this high-rise prefabricated building structure is only suitable for the exterior wall is a fully cast-in-place concrete wall, the assembly rate is low, it does not conform to the national prefabricated development direction, and it is not suitable for projects that assemble integral concrete shear wall structures , still has the limitation
[0005] 2) The interspersed construction method of this high-rise prefabricated building structure is suitable for traditional interior decoration, low assembly rate, long construction period, many wet operations, high energy consumption, and a lot of garbage. It does not conform to the national prefabricated development direction and is not applicable For projects where the interior decoration is prefabricated interior decoration, there are still limitations
[0006] 3) The interspersed construction method of the high-rise prefabricated building structure only considers the interspersed construction of the prefabricated main structure and interior decoration, and does not consider the interspersed construction of the prefabricated main structure and exterior decoration
[0007] 4) The interspersed construction method of this high-rise prefabricated building structure is too idealized, without considering the technical conditions and method steps for the realization of interspersed construction

Method used

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  • Interpenetration construction method for full-assembly integral concrete shear wall high-rise housing
  • Interpenetration construction method for full-assembly integral concrete shear wall high-rise housing
  • Interpenetration construction method for full-assembly integral concrete shear wall high-rise housing

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Embodiment

[0086] Example: as Figure 1-8As shown, the construction method of a fully assembled integral concrete shear wall high-rise residential interspersed construction method of the present invention is aimed at above-ground structure layers of more than 27 layers, the basement to 3 layers of outer walls are all cast-in-place shear walls, and the basement to The 3 floors are all cast-in-place floor slabs, the 4 floors above the ground to the outer wall of the roof are assembled integral shear walls, and the 4 floors above the ground to the roof floor / roof are prefabricated concrete shear wall structures with assembled integral laminated panels. Aluminum alloy formwork quick dismantling system, attached lifting scaffold, advance insertion of external elevators for construction, advance insertion of external windows, pre-section acceptance and pre-construction conditions to achieve synchronous three-dimensional interspersed with prefabricated main structure, exterior decoration, and pr...

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Abstract

The invention discloses a penetrating construction method for a full-assembly integral concrete shear wall high-rise housing, and belongs to the technical field of building construction. According to the fabricated concrete shear wall structure, the number of overground structure layers is more than 27, outer walls from a basement to a third layer are full cast-in-place shear walls, floor systems from the basement to the third layer are full cast-in-place floor slabs, outer walls from a fourth layer to a roof are fabricated integral shear walls, and floors / roofs from the fourth layer to the roof are fabricated integral laminated slabs. The synchronous three-dimensional interspersed construction of the fabricated main body structure, the outer decoration and the fabricated inner decoration is realized by utilizing an aluminum alloy template quick release system, an attached lifting scaffold, advanced insertion of a construction external elevator, advanced insertion of an outer window, preposed subsection acceptance and preposed construction conditions. When the fabricated main body structure is constructed, follow-up work is reasonably arranged in a layered mode, spatial vertical crossing work of the fabricated main body structure, outer decoration and fabricated inner decoration is achieved, the working efficiency is improved, the construction period is shortened, and the construction quality is stabilized.

Description

technical field [0001] The invention relates to an interpenetrating construction method of a fully assembled high-rise residential building, in particular to a fully assembled integral concrete shear wall interpenetrating construction method of a high-rise residential building, belonging to the technical field of building construction. Background technique [0002] In the high-rise residential buildings with fully assembled integral concrete shear walls, the national and local requirements for the assembly rate are getting higher and higher, and the prefabricated main structure, exterior decoration, and prefabricated interior decoration are all included in the construction scope of the general contractor. In the traditional construction method, exterior decoration construction and prefabricated interior decoration are all carried out after the acceptance of the prefabricated main structure. The working surface of this construction method is idle, and the total construction pe...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/00E04H1/04
CPCE04G21/00E04H1/04
Inventor 杜辉郑刚刁钰
Owner TIANJIN UNIV