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Assembly-type steel beam joint linear mixed coupled wall and construction method thereof

A construction method and prefabricated technology, applied in the direction of walls, building components, earthquake resistance, etc., can solve the problems of low efficiency, large construction waste, and large amount of construction work for connecting limb walls, etc., to achieve reliable connection, improve construction speed, and good resistance. Effects of Continuous Collapse Ability

Inactive Publication Date: 2014-09-10
CHINA STATE CONSTRUCTION ENGINEERING CORPORATION
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

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

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  • Assembly-type steel beam joint linear mixed coupled wall and construction method thereof
  • Assembly-type steel beam joint linear mixed coupled wall and construction method thereof
  • Assembly-type steel beam joint linear mixed coupled wall and construction method thereof

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Embodiment Construction

[0057] Examples see Figure 5 , Figure 6 As shown, a prefabricated steel beam joint in-line mixed limb wall includes a first wall unit 1 and a second wall unit 2 arranged in a line, and the first wall unit 1 and the second wall unit 2 Both are prefabricated components, the concrete strength grade is not less than C30 and not higher than C60, and the two are connected by joint post-casting tape 3; the second wall unit 2 has the same structure as the first wall unit 1 and is distributed symmetrically On both sides of the joint post-casting belt 3, the first wall unit joint short beam 1.5 and the second wall unit joint short beam 2.5 are butt-jointed and poured inside the joint post-casting belt 3, and the joint post-casting The belt 3 is also provided with vertical steel bars 3.1 and stirrup bars 3.2 for post-joint pouring belts. Placed outside the joint short beam 1.5 of the first wall unit and the short joint beam 2.5 of the second wall unit; Steel connectors are welded at...

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Abstract

Disclosed are an assembly-type steel beam joint linear mixed coupled wall and a construction method thereof. The assembly-type steel beam joint linear mixed coupled wall comprises a first wall unit and a second wall unit which are connected and are arranged in a linear mode. Both the first wall unit and the second wall unit are prefabricated parts, and the first wall unit and the second wall unit are connected through a joint post-pouring belt. According to the assembly-type steel beam joint linear mixed coupled wall, steel beams are used for replacing concrete beams and section steel columns are used for replacing edge constraint reinforced concrete embedded columns, so that the mixed coupled wall has better energy-dissipating capacity and progressive-collapse-resistant capacity than a traditional coupled wall; prefabrication and on-site installation are conducted at the same time, therefore, the problems that the quantity of wet construction on a construction site is large and a lot of construction waste is generated are solved and assembly procedures are simplified; after butt welding is conducted on joint short beams, high rigidity is formed between the wall units, therefore, the stability of wall bodies in the construction process is facilitated, the procedure that a shear wall is prefabricated to be used as a temporary support is omitted and the construction efficiency is guaranteed. The construction method can be widely applied to construction of mixed coupled walls in constructional engineering.

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 Applications(China)
IPC IPC(8): E04B2/58E04B2/60E04B1/98E04G21/00
Inventor 卢海陆刘康孙建运金晓飞杨晓杰
Owner CHINA STATE CONSTRUCTION ENGINEERING CORPORATION
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