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Large-section special deformation joint building method based on earthquake fracture zone

A technology of deformation joints and fault zones, which is applied in the field of construction of large-section special deformation joints based on earthquake fault zones, can solve problems such as shortening the construction period, speeding up construction, and not being able to meet the waterproof requirements of large displacements of special deformation joints in fault zones, etc.

Active Publication Date: 2020-10-27
BEIJING MUNICIPAL ROAD & BRIDGE +1
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  • Abstract
  • Description
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  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The technical problem to be solved by the present invention is to provide a method for constructing special deformation joints based on large sections of earthquake fault zones, which can realize continuous cycle operation, fast turnover construction, speed up construction, shorten construction period, and form a special deformation joint waterproof structure. The traditional deformation joint waterproofing technology cannot meet the waterproof requirements of the large displacement of special deformation joints in the fault zone, but can meet the waterproof function requirements of the special deformation joints in the fault zone when they are continuously displaced within the water level of the installation.

Method used

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  • Large-section special deformation joint building method based on earthquake fracture zone
  • Large-section special deformation joint building method based on earthquake fracture zone
  • Large-section special deformation joint building method based on earthquake fracture zone

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Embodiment Construction

[0049] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of embodiments of the present invention, but not all embodiments. The components of the embodiments of the invention generally described and illustrated in the figures herein may be arranged and designed in a variety of different configurations.

[0050] Accordingly, the following detailed description of the embodiments of the invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely represents selected embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art wi...

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Abstract

The invention particularly provides a large-section special deformation joint building method based on an earthquake fracture zone. A tunnel structure is enlarged according to design requirements, a 550 mm later-period damage reinforcing space is reserved, the thickness of a second lining is improved according to the enveloping performance, the thickness of the improved second lining is 600 m, thewidth of the special deformation joint in a ground fracture affection area is designed to be 150 mm, fault movement is achieved, and the damage degree generated by fault movement is reduced. An end formwork is designed before construction, the end formwork, a special-shaped formwork and a special-shaped formwork supporting system are machined in advance to be subjected to trial splicing, end formworks, special-shaped formworks and arch frame formworks are allowed to be produced in a batched manner when errors are in the allowed range, the deformation joint construction period is shortened, the construction speed is increased, the construction period is shortened, construction materials are saved, and the construction environment is safer.

Description

technical field [0001] The invention relates to the technical field of tunnel construction, in particular to a construction method based on large-section special deformation joints in earthquake fault zones. Background technique [0002] Northwest my country is deeply inland, with complex topographical conditions, stratum lithology, and widely developed fault structures. As my country's infrastructure becomes more and more extensive, especially the subway construction is booming, more and more tunnels will inevitably cross active faults. Seismic fault zone activity is the main cause of serious damage to underground engineering. Earthquake action and active faults The cumulative shear faults caused by continuous creep will seriously damage the tunnel lining safety and axis stability. [0003] Through the accumulation and summary of long-term experience in tunnel design and construction at home and abroad, a relatively mature and perfect design scheme has been formed for the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/01E21D11/10E21D11/38
CPCE21D9/01E21D11/10E21D11/38E21D11/107Y02E10/20
Inventor 张发财徐霖卢军王维俊孟英杰田雷朋李静张磊孙国锋李猛秦慧敏陈新武王泱泱杨国明李娜刘元松
Owner BEIJING MUNICIPAL ROAD & BRIDGE
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