Structure and construction method of lightweight masonry module post-cast concrete ribbed load-bearing wall

A technology of concrete and masonry, applied in the direction of building structure, building components, walls, etc., can solve the problems of poor impact resistance of walls, waste of construction formwork, serious fire hazards, etc., to achieve bearing capacity, comprehensive cost reduction, The effect of solving fire safety hazards

Pending Publication Date: 2020-09-18
河北新农建节能科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, in multi-storey buildings, molded expanded polystyrene module walls have been used. Although the problem of waste of construction templates has been solved, the inside and outside of the walls are made of polystyrene boards, which poses a serious fire hazard and the walls are impact-resistant. The ability is poor, and it is easy to fall off when decorating ceramic tiles and stones

Method used

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  • Structure and construction method of lightweight masonry module post-cast concrete ribbed load-bearing wall
  • Structure and construction method of lightweight masonry module post-cast concrete ribbed load-bearing wall
  • Structure and construction method of lightweight masonry module post-cast concrete ribbed load-bearing wall

Examples

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Embodiment 1

[0045] A light-weight masonry module post-cast concrete rib load-bearing wall structure, including a lightweight masonry module 11, the light-weight masonry module 11 includes an outer mold surface 1, an insulation insert 2, a block inner rib 3, Tie piece 4, anti-crack net 5, core column 6, vertical steel 7, horizontal rib 8, horizontal tension steel 9 and block outer rib 10, block inner rib 3 is provided with anti-crack net 5, and the The two ends of the inner rib plate 3 of the block are fixedly connected with the outer mold surface 1, and the outer mold surface 1 is provided with an anti-crack net 5, and the anti-crack net 5 in the outer mold surface 1 is connected with the anti-crack net in the inner rib plate 3 of the block. 5 is fixedly connected by the tie piece 4, and both sides of the inner rib plate 3 of the block are fixedly connected with the core column 6, the vertical steel 7 is arranged vertically inside the core column 6, and the horizontal rib 8 is arranged on ...

Embodiment 2

[0061] A light-weight masonry module post-cast concrete rib load-bearing wall structure, including a lightweight masonry module 11, the light-weight masonry module 11 includes an outer mold surface 1, an insulation insert 2, a block inner rib 3, Tie piece 4, anti-crack net 5, core column 6, vertical steel 7, horizontal rib 8, horizontal tension steel 9 and block outer rib 10, block inner rib 3 is provided with anti-crack net 5, and the The two ends of the inner rib plate 3 of the block are fixedly connected with the outer mold surface 1, and the outer mold surface 1 is provided with an anti-crack net 5, and the anti-crack net 5 in the outer mold surface 1 is connected with the anti-crack net in the inner rib plate 3 of the block. 5 is fixedly connected by the tie piece 4, and both sides of the inner rib plate 3 of the block are fixedly connected with the core column 6, the vertical steel 7 is arranged vertically inside the core column 6, and the horizontal rib 8 is arranged on ...

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Abstract

The invention discloses a structure and construction method of a lightweight masonry module post-cast concrete ribbed load-bearing wall. The structure of the lightweight masonry module post-cast concrete ribbed load-bearing wall comprises a lightweight masonry module, wherein the lightweight masonry module comprises an outer die surface, heat preservation insert blocks, building block inner rib plates, pull members, crack resistant nets, core columns, vertical steel, horizontal ribs, horizontal pull steel and building block outer rib plates. The building block inner rib plates are internally provided with the crack resistant nets, two ends of the building block inner rib plates are fixedly connected with the outer die surface, the outer die surface is internally provided with the crack resistant nets, the crack resistant nets in the outer die surface are fixedly connected with the crack resistant nets in the building bock inner rib plates through the pull members, and two sides of thebuilding block inner rib plates are fixedly connected with the core columns. According to the structure and construction method of the lightweight masonry module post-cast concrete ribbed load-bearingwall, a non-combustible light material is used as a module to solve the hidden danger of fire safety thoroughly, and the impermeability and impact resistance performance of the wall is improved significantly. The core columns intersect with the horizontal ribs to form a mesh concrete rib structure and interact with the vertical steel and the horizontal pull steel, and the bearing capacity of thewall is effectively improved.

Description

technical field [0001] The invention relates to the technical field of a concrete ribbed load-bearing wall, in particular to a structure and a construction method of a lightweight masonry module post-cast concrete ribbed load-bearing wall. Background technique [0002] The load-bearing wall refers to the wall that supports the weight of the upper floor. It is a black wall on the engineering drawing. If it is knocked down, the entire building structure will be destroyed; the non-load-bearing wall refers to the wall that does not support the weight of the upper floor. The role of separating it from another room is a hollow wall on the engineering drawing. Whether or not this wall has no major impact on the building structure, generally speaking, all walls of a brick-concrete structure house are load-bearing walls; frame structures The walls inside the house are generally not load-bearing walls. Of course, when it comes to the structure of the house itself, to determine whethe...

Claims

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Application Information

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IPC IPC(8): E04B2/04E04B2/10E04C1/41E04B2/20
CPCE04B2/04E04B2/20E04B2002/0289E04B2002/0293E04C1/41
Inventor 顾宗堂李云峰
Owner 河北新农建节能科技有限公司
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