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Fabricated super-high-rise steel-concrete combination residence

A steel tube concrete and concrete technology, applied in protective buildings/shelters, shockproof, walls, etc., can solve the problems of large deformation of prefabricated steel structures, complex structure of prefabricated components, and small lateral rigidity, so as to increase the structural resistance Effects of lateral stiffness, reduction of component section, and improvement of comfort

Inactive Publication Date: 2018-04-06
HARBIN INST OF TECH SHENZHEN GRADUATE SCHOOL
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0011] In view of the problems existing in the prior art, the purpose of the present invention is to overcome the defects of low lateral stiffness and poor ductility of the prefabricated concrete structure and the deformation of the prefabricated steel structure by taking advantage of the steel-concrete composite structure without formwork, good ductility and high rigidity. Large defects and defects of prefabricated components of the prefabricated steel-concrete composite structure are complex and cast-in-place shear walls are used, and the innovative prefabricated steel-concrete composite structure system is used in prefabricated super high-rise residential buildings

Method used

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  • Fabricated super-high-rise steel-concrete combination residence
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  • Fabricated super-high-rise steel-concrete combination residence

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0031] Prefabricated super high-rise steel-concrete composite housing, including:

[0032] Concrete-filled steel tube composite columns and steel-concrete composite beams form the frame, steel plate composite shear walls are arranged in the core tube area between the frames, and energy-dissipating concrete-filled steel tube composite buckling-constrained braces serve as lateral force-resisting members and energy-dissipating functions. The buckling-restrained braces of energy-type concrete-filled steel pipe composites are arranged obliquely in a frame composed of beams and columns, and are connected with the beam-column gusset plate by bolts, where:

[0033] 1) The cross-section of steel tube concrete composite column is as follows: figure 1 As shown, the rectangular steel tube concrete composite column ( figure 1 a);

[0034] 2) The section of the outsourcing steel-concrete composite beam is as follows figure 2 As shown, the U-shaped steel plate is directly cold-formed by ...

Embodiment 2

[0039] Prefabricated super high-rise steel-concrete composite housing, including:

[0040] Concrete-filled steel tube composite columns and steel-concrete composite beams form the frame, steel plate composite shear walls are arranged in the core tube area between the frames, and energy-dissipating concrete-filled steel tube composite buckling-constrained braces serve as lateral force-resisting members and energy-dissipating functions. The buckling-restrained braces of energy-type concrete-filled steel pipe composites are arranged obliquely in the frame composed of beams and columns, and are connected with the beam-column gusset plate by means of pins, among which:

[0041] 1) The cross-section of steel tube concrete composite column is as follows: figure 1 As shown, the rectangular steel tube concrete composite column ( figure 1 a);

[0042] 2) The section of the outsourcing steel-concrete composite beam is as follows figure 2 As shown, the U-shaped steel plate is directly...

Embodiment 3

[0047] Prefabricated super high-rise steel-concrete composite housing, including:

[0048] Concrete-filled steel tube composite columns and steel-concrete composite beams form the frame, steel plate composite shear walls are arranged in the core tube area between the frames, and energy-dissipating concrete-filled steel tube composite buckling-constrained braces serve as lateral force-resisting members and energy-dissipating functions. The buckling-restrained braces of energy-type concrete-filled steel pipe composites are arranged obliquely in a frame composed of beams and columns, and are connected with the beam-column gusset plate by welding, in which:

[0049] 1) The cross-section of steel tube concrete composite column is as follows: figure 1 As shown, the rectangular steel tube concrete composite column ( figure 1 a);

[0050] 2) The section of the outsourcing steel-concrete composite beam is as follows figure 2 As shown, the U-shaped steel plate is directly cold-forme...

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Abstract

The invention belongs to the technical field of buildings and particularly relates to a fabricated super-high-rise steel-concrete combination residence. The advantages that formworks are omitted, ductility is good and the rigidity is large of a steel-concrete combined structure are utilized, the defects that as for a fabricated concrete structure, the resistant-lateral rigidity is small and the ductility is poor, as for a fabricated steel structure, deformation is large, and as for an existing fabricated steel-concrete combination structure prefabricated member, the structure is complex and cast-in-place shear walls are adopted are overcome, and an innovated fabricated steel-concrete combination structure system is applied to the fabricated super-high-rise residence. The fabricated super-high-rise steel-concrete combination residence is composed of concrete-filled steel pipe combination columns, externally-wrapped steel-concrete combination beams, steel plate combination shear walls and energy-dissipation-type concrete-filled steel pipe combination buckling constraint supports to serve as the structure system of the super-high-rise residence, and thus the defects that as for the fabricated concrete structure, the resistant-lateral rigidity is small and the ductility is poor, and as for the fabricated steel structure, deformation is large are overcome.

Description

technical field [0001] The invention belongs to the technical field of buildings, in particular to an assembled super high-rise steel-concrete combined residence. Background technique [0002] The prefabricated super high-rise steel-concrete composite residence is composed of steel pipe concrete composite columns, outsourcing steel-concrete composite beams, steel plate composite shear walls and energy-consuming steel pipe concrete composite buckling restraint supports. The prefabrication of the steel pipes of the steel pipe concrete composite columns and the double-sided steel plates of the steel plate composite shear walls are completed in the factory. The outsourcing steel-concrete composite beams can be prefabricated as skeletons or integrally prefabricated. Formwork, columns and walls are all free of templates, which greatly improves the assembly rate and construction speed. It is a prefabricated structural system with a very high degree of industrialization. Prefabrica...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/30E04B1/58E04B2/56E04C3/34E04C3/294E04H9/02E04B1/98
CPCE04B1/30E04B1/185E04B2/56E04C3/294E04C3/34E04H9/021E04H9/025
Inventor 查晓雄肖永生谢伟双陈德劲王进宁甲乾
Owner HARBIN INST OF TECH SHENZHEN GRADUATE SCHOOL
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