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Method for tunneling construction of main structure of underground station

A technology for the main structure and underground station, which is applied in underground chambers, earthwork drilling, wellbore lining, etc., to improve construction safety and efficiency, ensure project quality, and facilitate construction

Active Publication Date: 2010-10-20
CHINA RAILWAY ENG CONSULTING GRP CO LTD
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Problems solved by technology

[0004] Relevant foreign data show that the excavation of underground subway stations in Germany, Russia, Japan and other countries mostly adopts the shallow buried underground excavation method and the shield method, or the combination of the shield method and the mine method, but there is no formed middle hole method. Design and Construction Technology

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  • Method for tunneling construction of main structure of underground station
  • Method for tunneling construction of main structure of underground station
  • Method for tunneling construction of main structure of underground station

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Embodiment Construction

[0055] The specific embodiments of the present invention will be described in further detail below in conjunction with the drawings and embodiments. In the following, the construction method of the underground excavation of Beijing Ciqikou Station is taken as an example to illustrate the present invention in detail, but it is not used to limit the scope of the present invention.

[0056] Ciqikou Station is located at the intersection of Chongwenmenwai Street and Liangguang Street. It is an interchange station between Beijing Metro Line 5 and the planned Beijing Metro Line 7. The main body of the station is in the same direction as Chongwenmenwai Street. The station is a double-deck island structure with three arches and two columns. The station is 180m in length, 21.87m in width, 15m in height, and 10m in thickness of the roof covering. Taking into account the ground traffic conditions and economic and technical conditions, the main structure of the station adopts the mid-hole me...

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Abstract

The invention discloses a method for tunneling construction of a main structure of an underground station. In the method, the air shaft and air duct are excavated at first for the station and are then used as construction channels for excavation of the main structure of the station. The method for tunneling construction of the main structure of the station comprises the following steps: forming a reinforcing ring at the air duct port with a composite initial support; excavating the soil mass of a middle hole according to a certain sequence; constructing the internal structure of the middle hole; excavating the soil mass of a side hole; and constructing the internal structure of the side hole. The scheme can realize the smooth force transfer in the excavation of the soil mass, the initial support and the construction of permanent structures, avoid excessive adverse force-bearing states during the construction of the permanent structures, facilitate the construction, enhance the construction safety and construction efficiency, improve working conditions and ensure the quality of the project.

Description

Technical field [0001] The invention relates to the field of building construction, in particular to a construction method of underground engineering. Background technique [0002] With the rapid and sustainable development of my country's urban economy, urban road traffic conditions are becoming increasingly tense. Urban builders realize that only the development of a large-volume rapid public transportation system with underground railways as the backbone is the fundamental way to solve the problem of urban passenger transportation. Especially in recent years, in several large cities in my country, such as Beijing, Shanghai, Guangzhou, Shenzhen, etc., subway construction has entered an unprecedented period of high. For underground stations, the open-cut method is usually adopted. However, in the downtown area, there are dense commercial, enterprise, financial, residential buildings, heavy traffic, high land prices, and the constraints of dense underground pipelines and undergro...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/00E21D9/14E21D11/00E21D11/38E21D11/12E21D11/10
Inventor 陈学峰李汶京石山谭富圣杨慧林蒋小锐高玉兰杨新民祝安龙王继山帖卉霞
Owner CHINA RAILWAY ENG CONSULTING GRP CO LTD
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