Underground space prefabricated integral structure and construction method thereof

A prefabricated assembly, underground space technology, applied in underwater structures, infrastructure engineering, artificial islands, etc., can solve the problems of unusable, secondary drilling, rebar planting, large material waste, long construction period, etc. , to increase the overall rigidity, easy operation, and reduce labor.

Active Publication Date: 2021-01-05
福建建中建设科技有限责任公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The construction method is more environmentally friendly, and the construction site can realize the advantages of no dust, no waste, no construction measures and auxiliary materials, and no noise; Beams and other supporting reinforcement forms) or support first and then excavate (such as ground connection wall, cast-in-situ pile support form), the traditional technology has a long construction period and a large waste of materials. For example, the ground connection wall is used outside the underground space When there are internal bottom beams and interstory beam embedded parts in the wall, the concrete surface needs to be manually removed in the later stage, and even the embedded parts connected to the ground wall can not be used, and secondary drilling and rebar planting are required to complete the reinforced connection. The combination of "U" type caisson first section + "H" type laminated outer leaf wall panel + inner leaf cast-in-place concrete realizes the completion of beams, columns, floors, stairs, Standardized design, factory production and assembly construction of exterior walls and interior walls

Method used

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  • Underground space prefabricated integral structure and construction method thereof
  • Underground space prefabricated integral structure and construction method thereof
  • Underground space prefabricated integral structure and construction method thereof

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Embodiment Construction

[0036] The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0037] see Figure 1 to Figure 11 The described one-piece prefabricated structure for underground space includes a "U"-shaped first section caisson 37, an "H"-shaped standard section 36 arranged on the upper part of the "U"-shaped first section caisson 37, and an "U"-shaped The gusset device 2 inside the first caisson 37 of the "U" shape includes several "U"-shaped caisson components 1, and iron blades arranged inside the "U"-shaped caisson components 1. Foot 12, threaded reinforcement bar 13 and horizontal connection device 15, vertical connection reinforcement bar 11 arranged on the top of "U"-shaped caisson member 1, and the top surface of "U"-shaped caisson member 1 is provided with connection reinforcement grouting Holes 14; the "H" type standard section 36 includes the "H" type laminated wall panel 6 fixed on the top of the "U" type ca...

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Abstract

The invention relates to an underground space prefabricated integral structure and a construction method thereof. The structure comprises a U-shaped first-section open caisson, an H-shaped standard section arranged at the upper part of the U-shaped first-section open caisson, and an angle brace device arranged inside the U-shaped first-section open caisson. The U-shaped first-section open caissoncomprises a plurality of U-shaped open caisson elements, iron blade feet, twisted steel joint bars, and horizontal connecting devices arranged inside the U-shaped open caisson elements, and vertical connecting reinforcing steel bars arranged at the tops of the U-shaped open caisson elements. Connecting steel bar grouting holes are formed in the top faces of the U-shaped open caisson components. The H-shaped standard section comprises H-shaped composite wall plates fixed to the tops of the U-shaped open caisson elements, steel bar trusses arranged inside the H-shaped composite wall plates, fixing connecting parts and telescopic fixing devices arranged at the tops of the H-shaped composite wall plates; and shear keys and shear grooves are formed in the side wall faces of the two ends of theH-shaped composite wall plates respectively.

Description

technical field [0001] The invention relates to an underground space prefabricated assembly integral structure and a construction method thereof, which are applied in the technical field of underground space prefabricated assembly. Background technique [0002] The industrialization of construction is based on the prefabricated production of components and prefabricated construction as the main production methods, and is characterized by standardization of design, component parts, construction mechanization, and management informationization, and can integrate the entire construction industry such as design, production, and construction. Chain, a new production activity mode that realizes the sustainable and circular development of low-carbon, energy-saving, environmentally friendly construction products, and maximizes the life cycle value of construction products. Transitioning the traditional scattered and messy manual operation method to the industrial standardized produc...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/045E02D23/00E02D31/02E02D29/16
CPCE02D23/00E02D29/045E02D29/16E02D31/02
Inventor 曾国华张鹏林叶林键胡衢杨纯文林乾锐詹培灿陈敏捷艾科言
Owner 福建建中建设科技有限责任公司
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