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Connection structure of building composite floor slab and steel bar truss shear wall

A technology of superimposed floor slabs and steel trusses, which is applied to building structures and buildings, can solve problems such as unreasonable overall assembly and connection structures, inconvenient operation of components, and impact on prefabricated buildings, so as to shorten the construction period and improve building quality. , Good effect of on-site assembly and connection

Inactive Publication Date: 2013-11-20
INSTALLATION BRANCH WEIHAI CONSTR GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] As we all know, in recent years, the construction of green, energy-saving and healthy buildings has become our basic national policy. The industrialized engineering construction model marked by standardization and industrialization requires factory-based prefabrication of engineering construction and on-site mechanized assembly. The formwork system required for prefabrication is relatively complicated, the cost is high, the operation of the connection between components is inconvenient, and the integrity is poor, which affects the development of prefabricated buildings. Therefore, it is urgent to find a technical measure to solve these problems; in order to achieve the above goals, the current All parts of the country are actively researching building structure technologies that meet this goal, including steel structure component prefabrication technology, reinforced concrete component prefabrication technology, concrete and steel composite component technology, and on-site assembly and connection technology for these building structural components. A hybrid structure building composed of components; but because the design and manufacturing technology of some structural components, as well as the overall assembly and connection structure of on-site mechanization are unreasonable, the research and development is not enough, and there are many problems that need to be improved urgently; in addition, through recent years In the analysis of earthquake disasters, the seismic design has made great progress, from a single seismic design to a combination of shock absorption and seismic design, and then improved to the seismic design to improve the energy dissipation capacity of structures and components. It is recognized that the improvement of prefabricated building structures Integrity and deformation energy consumption are important measures for earthquake resistance, especially steel structure buildings have the best seismic performance, so it is necessary to vigorously develop prefabricated and steel structure buildings

Method used

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  • Connection structure of building composite floor slab and steel bar truss shear wall
  • Connection structure of building composite floor slab and steel bar truss shear wall
  • Connection structure of building composite floor slab and steel bar truss shear wall

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Embodiment Construction

[0015] The present invention will be further described below in conjunction with the drawings and specific embodiments to help understand the content of the present invention.

[0016] Such as figure 1 , 2 As shown, the prefabricated shear wall is equipped with a steel truss 11, the wall of the shear wall also has embedded steel plates 15 for connecting with other components, a peripheral steel frame 12, and an anchor 13 The steel frame 12, the embedded steel plate 15 and the precast concrete 14 are connected by small steel, steel plate strips, anchor bars and studs. The connection of the steel frame 12, the embedded steel plate 15 and the precast concrete 14 is also realized by the anchor rod 13 welded with the steel frame 12 and the embedded steel plate 15. The frame 12 is welded, the shear wall has an edge-constrained reinforcing steel frame 20, a pit 16 is left at the end of the shear wall, and the lower end is welded with a short steel connector 17; specific manufacturing imp...

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Abstract

The invention relates to a connection structure of a building composite floor slab and a steel bar truss shear wall, and belongs to the field of building members. a one-way or two-way prestressed steel bar and a light steel rid are embedded in a prefabricated slab at the lower part of the connection structure; an oblong hole is formed in the end part of the light steel rib; an upper layer steel bar of the composite floor slab is paved in a notch in the upper part of the light steel rib; poured-in-place concrete is positioned at the upper part of the prefabricated slab to cover the light steel rib and the upper steel bar; a steel frame is arranged at the periphery of the shear wall, and is welded with a steel bar truss together; a pre-buried steel plate is arranged on the wall surface of the shear wall; a steel plate bracket, a reinforcing steel bar and a connecting plate all connected with the composite are welded onto the pre-buried steel plate; a concave pit is formed in the upper end of the shear wall; a short pattern steel fastener is welded on the steel frame at the lower end of the shear wall; the shear wall is connected with the composite floor slab; the composite floor slab is directly placed on the steel plate bracket of the shear wall, and is fixed in a manner that a bolt penetrates through the oblong hole in the end part of the light steel rib and the oblong hole in the connecting plate welded on the pre-buried steel plate of the wall surface of the shear wall; meanwhile, the reinforcing steel bar welded on the pre-buried steel plate of the wall surface of the shear wall is connected with the composite floor slab.

Description

Technical field [0001] The invention relates to the field of building components, in particular to a connecting structure of a building's laminated floor slab and a reinforced truss shear wall. Background technique [0002] As we all know, in recent years, the construction of green, energy-saving, and healthy buildings has become our basic national policy. The industrialized engineering construction model marked by standardization and industrialization requires factory prefabrication of engineering construction as the mainstay, and on-site mechanized assembly cooperation. The formwork system required for prefabrication is relatively complicated, high cost, inconvenient operation of the connection between components, and poor integrity, which affects the development of prefabricated buildings. Therefore, it is urgent to find a technical measure to solve these problems; in order to achieve the above goals, currently All parts of the country are actively researching building structu...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/61E04B1/41
Inventor 高中勤孙传涛王晓刚
Owner INSTALLATION BRANCH WEIHAI CONSTR GRP CO LTD
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