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Prefabricated steel beam joint L-shaped mixed limb wall and its construction method

A construction method and technology of connected limb walls, applied in the direction of walls, building components, earthquake resistance, etc., can solve problems such as low efficiency, large construction waste, and large construction workload of connected limb walls, so as to achieve reliable connection, increase construction speed, and good Effect of Progressive Collapse Resistance

Inactive Publication Date: 2016-06-15
CHINA STATE CONSTRUCTION ENGINEERING CORPORATION
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Problems solved by technology

[0003] The purpose of the present invention is to provide an assembled steel beam joint L-shaped mixed limb wall and its construction method, to solve the technical problems of large amount of construction work and low efficiency of the connected limb wall; and to solve the problem of generating a large amount of construction waste during construction question

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  • Prefabricated steel beam joint L-shaped mixed limb wall and its construction method
  • Prefabricated steel beam joint L-shaped mixed limb wall and its construction method
  • Prefabricated steel beam joint L-shaped mixed limb wall and its construction method

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Embodiment Construction

[0058] Examples see Figure 5 , Figure 6 As shown, a prefabricated steel beam joint L-shaped mixed limb wall includes a first wall unit 1 and a second wall unit 2 that are vertically connected to each other to form an L shape, wherein the first wall unit 1 is symmetrically distributed on the second wall On both sides of the unit 2, the first wall unit 1 and the second wall unit 2 are prefabricated components, the concrete strength grade is not less than C30 and not higher than C60, and the two are connected by a joint post-casting belt 3; The joint short beam 1.5 of the first wall unit and the joint short beam 2.5 of the second wall unit are butt-cast in the joint post-casting belt 3, and the joint post-casting belt 3 is also provided with a joint post-casting belt The vertical steel bar 3.1 and the seam post-cast belt stirrup 3.2 placed on the outside of the joint post-cast belt vertical steel bar 3.1, when the joint post-cast belt vertical reinforcement 3.1 is two rows, th...

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Abstract

A prefabricated steel beam joint L-shaped mixed limb wall and its construction method, the fabricated steel beam joint L-shaped mixed limb wall includes a first wall unit and a second wall that are vertically connected together to form an L shape The units, the first wall unit and the second wall unit are all prefabricated components, and the two are connected by joint post-casting tapes. The present invention uses steel beams instead of concrete beams, and steel columns instead of edge-constrained reinforced concrete concealed columns, so that the hybrid connected limb wall has better energy consumption capacity and continuous collapse resistance than the traditional connected limb wall, and the factory prefabrication and on-site installation can be carried out at the same time. It solves the problems of large amount of wet work on the construction site and a lot of construction waste, and simplifies the assembly process; after butt welding of the short joints, the wall units have formed a relatively large rigidity, which is conducive to the stability of the wall during the construction process, eliminating the need for The process of prefabricated shear walls as temporary support ensures construction efficiency. It can be widely used in the construction of mixed limb walls in construction projects.

Description

technical field [0001] The invention relates to a connected limb wall for construction engineering and a construction method thereof, in particular to an assembled mixed limb wall and a construction method thereof. Background technique [0002] The high-rise building structure is an inevitable choice to solve the contradiction between the growing urban population and the gradual shortage of urban land in the process of urbanization in my country, and the connected wall structure system is an indispensable element in the high-rise building structure. According to previous measured data, the attached wall system not only inherits the advantages of simple shear wall engineering, such as low cost and high lateral stiffness, but also reflects the yield energy consumption of the connecting beam under the action of strong earthquakes, and reduces the concentration of a large number of cracks at the bottom of the wall. , to reduce the cost of post-earthquake repairs. However, in th...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/58E04B2/60E04B1/98
Inventor 卢海陆苏明周孙建运刘康金晓飞杨晓杰
Owner CHINA STATE CONSTRUCTION ENGINEERING CORPORATION
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