Outer wall full-shearing structure and construction process thereof

Abstract

The invention discloses an outer wall full-shearing structure and a construction process thereof. The full-shearing structure comprises a structural wall and a bearing wall, the bearing wall is connected with the structural wall through a seam pulling structure, the structural wall and the bearing wall are both of a reinforced concrete cast-in-place structure, and the seam pulling structure is used for separating the cast-in-place structural wall from the cast-in-place bearing wall. According to the outer wall full-shearing structure, the structural wall and the bearing wall can be cast in place at the same time, the building construction efficiency is improved, and the cast-in-place structural wall and the cast-in-place bearing wall are kept in flexible connection through the seam pullingstructure. On the one hand, the anti-seismic property and safety performance of the building structure are improved, the anti-permeability performance of the outer wall is improved, and the probability of leakage of the outer wall is greatly reduced; and on the other hand, the outer wall is not integrally poured, certain relative displacement still can be generated between the structural wall andthe bearing wall under an earthquake, so that beams and columns deform along with earthquake waves, the wall body damage is avoided, and the structural safety of a building is guaranteed. The outer wall full-shearing is simple in structure, convenient to manufacture and good in effect.

Description

technical field [0001] The invention relates to the field of construction, in particular to a full-shear structure of an outer wall and a construction process thereof. Background technique [0002] The construction of modern buildings often uses frame shear wall structures, including cast-in-place structural beams, structural columns, structural walls (shear walls) and subsequent filled non-structural walls (brick walls); The reinforced concrete is poured into shape, and then the cement brickwork is used to form the brick wall. The integrity between the brick wall and the shear wall is not good, and relative displacement is prone to occur. [0003] When the exterior wall of the building includes both shear walls and brick walls, the brick walls have low strength, are not used for load bearing, are not resistant to fatigue and shock vibration (wind load or seismic wave action), and are prone to cracks. If the exterior wall of the building adopts a fully cast-in-place shear w...

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Problems solved by technology

[0004] The purpose of the present invention is to: if the building exterior wall in the prior art adopts a fully cast-in-place shear wall, since the exterior wall rigidity is too large, once an earthquake occurs, the beams and columns will be deformed due to the constraints of the full shear wall If it cannot be deformed together with the seismic wave, it will lead to cracking of the wall. If the situation is serious, it will directly endanger the safety of the building. Therefore, it is not possible to force the entire external wall to be poured as a whole. To provide a full-shear external wall structure and its construction technology

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