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Double-steel-sheet and concrete combined core-tube structure with built-in corrugated steel sheets

A technology of corrugated steel plate and steel pipe concrete, which is applied in building components, building structures, and earthquake resistance, can solve the problem of failure to meet the requirements of seismic ductility construction measures for shear walls of super high-rise buildings, failure to fully utilize the performance of concrete and steel bars, and tensile structures. Unreliable stress measures and other problems, to avoid the construction of dense studs or bolts, reduce the construction workload, and have the effect of strong buckling resistance

Inactive Publication Date: 2015-04-08
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, whether the steel plate and concrete can work together effectively has a great influence on the mechanical properties of the double steel plate concrete composite shear wall. Can not give full play to the performance of the two materials of concrete and steel
[0007] According to relevant data, densely distributed studs or opposite tension bolts are used to tie the double-layer steel plates, and the construction workload is relatively large. Relevant tests show that for double-steel plate concrete shear walls with densely distributed stud connections, it is rare to encounter major earthquakes. local buckling of the steel plate and concrete collapse at the bottom will occur, which indicates that the stress of the tensile structure measures is unreliable, and cannot meet the seismic ductility structural measures of the shear wall of super high-rise buildings.
Relevant tests have shown that the double-steel plate inner-filled concrete composite shear wall structure with welded and tied steel plates has excellent mechanical performance and seismic ductility, but construction is difficult and the construction labor workload is large, so reform is urgently needed

Method used

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  • Double-steel-sheet and concrete combined core-tube structure with built-in corrugated steel sheets
  • Double-steel-sheet and concrete combined core-tube structure with built-in corrugated steel sheets
  • Double-steel-sheet and concrete combined core-tube structure with built-in corrugated steel sheets

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] The double-steel-steel-concrete composite core tube structure with built-in corrugated steel plates of the present invention includes a strip-shaped grid-steel-concrete-concrete composite shear wall 1 , edge steel columns 2 , edge steel beams 3 , and end-part concrete-steel tube concrete core columns 4 . The long strip grid steel pipe concrete composite shear wall 1 is composed of a long strip grid steel pipe wall panel 11, a pipe inner tie bolt 12 and a pipe inner concrete column 13, and the long strip grid steel pipe wall The steel plate 111 and the steel strip cover plate 112 covering the vertical groove of the corrugated steel plate 111 are formed. The vertical groove of the corrugated steel plate 111 is covered by the steel strip cover plate 112 to form a cavity, and the concrete column 13 in the pipe is arranged in the cavity. The horizontal ends of the long grid steel tube concrete composite shear wall 1 are respectively connected with an edge steel column 2, and ...

Embodiment 2

[0046] The construction method of the double steel plate concrete composite core tube structure with built-in corrugated steel plate includes the following steps:

[0047] The first step: According to the design requirements, the corrugated steel plate 111 and the steel strip cover plate 112 are blanked. The inner surfaces of the corrugated steel plate 111 and the steel strip cover plate 112 are closely packed and welded with the tie bolts 12 in the pipe, and then the steel strip cover plate 112 Completely cover the groove of the corrugated steel plate 111, and weld the connection firmly to form a strip-shaped grid steel pipe wall plate 11 with tie bolts 12 in the welded pipe;

[0048] Step 2: Pour self-compacting high-strength concrete into the cavity formed by the steel strip cover plate 112 covering the groove of the corrugated steel plate 111 on the elongated grid steel pipe wall plate 11 to form the concrete column 13 in the pipe, and the concrete is hardened Afterwards, ...

Embodiment 3

[0052] An 80-story super high-rise steel structure building adopts a steel frame-core tube structure system. The bottom three floors are 4.8 meters high, and the rest are 3.6 meters high. Because it is a super high-rise building, in order to increase the seismic ductility requirements and reduce the wall thickness of the core tube shear wall structure, the core tube structure adopts a double steel plate concrete composite core tube structure with built-in corrugated steel plates to form a steel frame—a new composite structure core tube structure system. The design thickness of the shear wall of the core tube is 600mm. Since the building is an 80-story super high-rise building, it is necessary to greatly strengthen the binding capacity of the double steel plates. The long grid steel pipe concrete shear wall composed of V-shaped corrugated steel plates is selected. . The dimensions of the built-in V-shaped corrugated steel plate are 800mm in wavelength, 600mm in wave height, 10...

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Abstract

The invention provides a double-steel-sheet and concrete combined core-tube structure with built-in corrugated steel sheets. The corrugated steel sheet and a plurality of steel cover plates are vertically welded and connected to form an elongated grille steel tube wall board by borrowing ideas from a steel tube and concrete combined structure, high-strength concrete is poured into grille steel tubes to form an elongated grille steel tube and concrete combined shear wall board, and the elongated grille steel tube wall board and in-tube concrete columns are used in a combined mode, complement each other's advantages and work cooperatively. The novel shear wall board is in welding connection with edge steel columns and edge steel beams, and an end portion steel tube concrete core column is arranged at the intersecting corner position of wall bodies of core-tube shear walls to form the novel double-steel-sheet and concrete combined core-tube structure with the built-in corrugated steel sheets. A steel frame-structural system of the novel combined structure core tubes has the advantages of being large in structural rigidity, high in compression bearing capacity, convenient to construct, strong in anti-bending capacity, high in yield load, good in anti-seismic ductility, good in energy dissipation capacity and the like, and the double-steel-sheet and concrete combined core-tube structure can be used for a 60-storey steel structure building and a super high-rise steel structure building with more than 60 storeys.

Description

technical field [0001] The invention belongs to the field of building structure engineering and relates to a high-rise building core tube structure, in particular to a double steel plate concrete composite core tube structure with built-in corrugated steel plates. Background technique [0002] The core tube is in the central part of a high-rise building, and is surrounded by elevator shafts, stairs, ventilation shafts, cable shafts, public toilets, and some equipment rooms to form a central core tube. With the development of my country's real estate construction, there are more and more high-rise buildings. The frame-core tube structure system is the mainstream structural form widely used in high-rise buildings, and its advantage lies in that it can strive for as wide a use space as possible. [0003] At present, high-rise building structures often adopt a steel frame-concrete core tube structure system. The frame columns and frame beams use steel structure materials with e...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/00E04B1/30E04B1/98
Inventor 徐文平郭训陈有春孙逊施明征朱筱俊卢建峰朱金坤焦安亮
Owner SOUTHEAST UNIV
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