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Profile steel truss double-skin wall structure and construction method thereof

A truss and profiled steel technology, applied in profiled steel truss double-skin wall structure and its construction field, can solve the problems of small thickness, overall stiffness of double-skinned wall structure and low ability to resist lateral pressure of concrete, etc. Strength performance and waterproof performance, the effect of high vertical bearing capacity

Pending Publication Date: 2019-04-09
CHINA CONSTR FIRST DIV GROUP CONSTR & DEV
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  • Claims
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Problems solved by technology

[0003] The purpose of this invention is to provide a steel truss double skin wall structure and its construction method, to solve the various construction procedures caused by supporting scaffolding and formwork in the traditional cast-in-place construction technology, the thickness of the existing steel truss double skin wall Technical problems of small size, height not exceeding 4m and low overall rigidity and ability to resist concrete lateral pressure of the existing double skin wall structure

Method used

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  • Profile steel truss double-skin wall structure and construction method thereof
  • Profile steel truss double-skin wall structure and construction method thereof
  • Profile steel truss double-skin wall structure and construction method thereof

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Embodiment Construction

[0040] Such as Figure 1-6As shown, this type steel truss double skin wall structure includes a main structure 1, a double skin wall structure unit 2 and a cast-in-place concrete layer 3; wherein, there is a group of double skin wall structure units 2, which are spliced ​​and connected along the transverse direction; The concrete layer 3 is poured in a group of double skin wall structural units 2; the double skin wall structural unit 2 includes a first prefabricated concrete slab 2.1 and a second prefabricated concrete slab 2.2; the first prefabricated concrete slab 2.1 and the second Two prefabricated concrete slabs 2.2 are arranged at parallel longitudinal intervals; between the first prefabricated concrete slab 2.1 and the second precast concrete slab 2.2, a group of steel trusses 2.3 are arranged at parallel intervals along the transverse direction; wherein, each steel truss 2.3 passes vertically The chord on one side of the steel truss 2.3 is poured in the first prefabric...

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Abstract

The invention discloses a profile steel truss double-skin wall structure and a construction method thereof. The profile steel truss double-skin wall structure comprises a main body structure, a double-skin wall structure unit and a cast-in-place concrete layer, the double-skin wall structure unit is transversely connected in a spliced manner; the cast-in-place concrete layer is cast in the double-skin wall structure unit; the double-skin wall structure unit comprises a first precast concrete slab and a second precast concrete slab; a group of profile steel trusses are transversely arranged between the first precast concrete slab and the second precast concrete slab at an interval in parallel; each profile steel truss is arranged vertically in the length direction, a chord member on one side of each profile steel truss is cast in the first precast concrete slab, the chord member on the other side of each profile steel truss is cast in the second precast concrete slab. Scaffold and formwork support procedures in traditional cast-in-situ technology are simplified, labor force is saved, potential safety risks caused by high-formwork support are avoided, and the technical problems thatexisting steel bar truss double-skin walls have small thickness and height not exceeding 4 m and existing double-skin wall structures have low overall rigidity and concrete lateral pressure resistanceare solved.

Description

technical field [0001] The invention relates to the field of building engineering structures, in particular to a steel truss double-skin wall structure and a construction method thereof. Background technique [0002] With the development of the information age, electronic products are becoming more and more abundant, and related industrial plants are constantly emerging; from the perspective of production technology, industrial plants need a large number of pools. thick. According to the traditional cast-in-place process, formwork and support systems need to be erected on both sides of the wall, and then concrete is poured in the space formed by the formwork. Subsequent work and formwork removal can only be carried out after the concrete reaches a certain strength. Due to the relatively high height of the structural wall, the construction process will involve high formwork and segmental pouring construction and maintenance issues. In addition to the wall construction of in...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/58E04B2/60
CPCE04B2/562E04B2/58E04B2/60
Inventor 王东锋刘寅昌吕雪源周国梁王家林刘聪张海瑞徐文杰姚博强
Owner CHINA CONSTR FIRST DIV GROUP CONSTR & DEV
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