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A connecting body lifting method for a super high-rise building

A technology for high-rise buildings and connecting bodies, which is applied in the processing of building materials, construction, and building construction. It can solve the problems of difficult construction, many hydraulic equipment, and heavy weight, so as to reduce construction difficulty, reduce hydraulic deformation effect

Active Publication Date: 2021-07-23
SHENZHEN GENERAL INST OF ARCHITECTURAL DESIGN & RES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

If the traditional method is used to lift the high-rise connector, since the super high-rise building is tall, the height of the connector needs to be raised is also high and the volume is large and heavy. The connector is prone to deformation during the lifting process, making it difficult to lift
In addition, more hydraulic equipment is required to lift the connecting body, and the construction is difficult

Method used

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  • A connecting body lifting method for a super high-rise building
  • A connecting body lifting method for a super high-rise building
  • A connecting body lifting method for a super high-rise building

Examples

Experimental program
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Effect test

Embodiment 1

[0054] Please also refer to Figure 1 to Figure 3 , Embodiment 1 of the present invention provides a method for lifting a connecting body of a super high-rise building, the connecting body includes a high-rise connecting body 1, and the high-rise connecting body 1 includes a high-rise truss structure 11 and a first steel beam 12 connected to the high-rise truss structure 11 , the high-rise truss structure 11 includes fixed trusses 111 and scattered trusses 112 . Among them, the fixed truss 111 is a part of the truss structure built by the high-rise truss structure 11 on the super high-rise building 2, and the scattered truss 112 is another part of the truss structure assembled on the ground by the high-rise truss structure 11. Since the high-rise connector 1 is installed in a segmented manner, part of the truss structure of the high-rise truss structure 11 is assembled at a high altitude, and the lifting of the high-rise connector 1 is changed from a one-time lifting of a larg...

Embodiment 2

[0085] Please also refer to Figure 4 to Figure 6 , Embodiment 1 of the present invention provides a method for lifting a connecting body of a super high-rise building. The connecting body on the super high-rise building 2 includes a high-level connecting body 1 and a low-level connecting body 3. For the specific lifting method of the high-rise connecting body 1, please refer to the implementation Example 1 will not be repeated in this embodiment. The low-level connecting body 3 includes a low-level truss structure 31 and a third steel beam 32 connected to the low-level truss structure 31 . In order to improve the construction efficiency, the high-rise truss structure and the low-rise truss structure 31 can be installed in the super high-rise building 2 and then the steel beams can be added.

[0086] Further, since both the scattered truss and the low-level truss structure 31 need to be assembled on the ground and lifted to the installation position on the super high-rise bui...

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Abstract

The invention relates to the technical field of building conjoined lifting, and specifically discloses a method for lifting a connecting body of a super high-rise building. The connecting body includes a high-rise connecting body, and the high-rise connecting body includes a high-rise truss structure and a first steel beam connected to the high-rise truss structure , the high-rise truss structure includes fixed trusses and loose trusses, the method includes assembling fixed trusses on super high-rise buildings and assembling loose trusses on the ground, and after the loose trusses are installed on the fixed trusses, the fixed trusses and the loose trusses are Refit steel beams. In this way, since the high-rise connecting body is installed in a segmented way, the lifting of the connecting body is changed from a complete connecting body structure with large volume and heavy weight to a small and light weight truss structure and steel beam. , effectively avoiding the deformation of the connecting body during the lifting process. Not only that, this method can also reduce the hydraulic equipment needed to lift the connecting body and reduce the difficulty of construction.

Description

technical field [0001] The invention relates to the technical field of building conjoined lifting, in particular to a method for lifting a connecting body of a super high-rise building. Background technique [0002] With the continuous development of the country's economy and society, super high-rise buildings are becoming more and more common. In order to meet the requirements of architectural shape and use function, it is usually necessary to connect two or several super high-rise buildings through connecting structures. The lifting method of the common building connector structure is to first assemble the connector as a whole on the ground, and then lift the assembled connector to the corresponding floor for installation by a tower crane. If the traditional method is used to lift high-rise connectors, due to the high height of super high-rise buildings, the connectors need to be lifted to a higher height and are large in size and heavy in weight. The connectors are prone ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G21/14
Inventor 覃建华吴宏雄
Owner SHENZHEN GENERAL INST OF ARCHITECTURAL DESIGN & RES