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The Construction Method of Excavating the Station Structure by Tunnel First and Then the Station Pipe-curtain Pile Method

A construction method and technology of hole and pile method, which are applied in tunnels, earthwork drilling, tunnel lining and other directions, can solve the problems of long construction period, affecting the amount of earthwork excavation, and affecting the goal of connecting the whole line, and achieve economical cost savings and strong economy. The effect of benefit and social value

Active Publication Date: 2022-03-01
HAINAN UNIV
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Problems solved by technology

[0002] In the construction of urban subway projects, due to the difficulty and slowness of the demolition work in the central area of ​​the city, the demolition and relocation cannot be completed on time. As a result, the construction of the subway station section cannot be started according to the planned construction period, or even seriously lags behind, which affects the realization of the goal of running through the entire line. It is necessary to use Tunnel construction followed by station construction
Most of the existing construction methods are the tunnel first and then the station combined with the open-cut method or the mine method, but the open-cut method will greatly affect the environmental facilities such as underground pipelines and the amount of earth excavation is large, the construction process of the mine method is slow, and the construction period is long. Low degree of mechanization, labor-intensive
Therefore, the tunnel pile method combined with the tunnel first and then the station can solve certain problems. However, the traditional tunnel pile method adopts the form of a vaulted straight wall structure, which can solve the problem of a certain amount of earthwork excavation and has relatively little impact on the superstructure, but there are still problems. Issues affecting environmental facilities such as underground pipelines

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  • The Construction Method of Excavating the Station Structure by Tunnel First and Then the Station Pipe-curtain Pile Method
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  • The Construction Method of Excavating the Station Structure by Tunnel First and Then the Station Pipe-curtain Pile Method

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Embodiment Construction

[0044] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0045] The structures, proportions, sizes, etc. shown in the drawings attached to this specification are only used to match the content disclosed in the specification for the understanding and reading of those who are familiar with this technology, and are not used to limit the conditions for the implementation of the present invention , so it has no technical substantive meaning, and any modification of structure, change of proportional relationship or adjustment of size shall still fall within the scope of the disclosure of the present invention without affecting the functions and objectives of the present invention. The technical content must be within the scope covered. At the same time, terms such as "upper", "lower", "left", "right", "middle" and "one" quoted in this specification are only for the convenience of description and are not used to limit...

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Abstract

The invention discloses a construction method for excavating a station structure by first tunneling and then station pipe curtain hole pile method. During construction, four pilot tunnels are respectively arranged on the upper and lower floors, wherein there is a leading pilot tunnel in the upper layer pilot tunnel, and the preceding pilot tunnel is used to excavate the station structure. As the working space for the installation of pipe curtains, there is no pipe curtain support above the first pilot tunnel and the four lower pilot tunnels, and the primary support is provided with a vaulted straight wall structure. The pilot tunnels are used as side piles and central steel pipe columns. Space, after the installation of the pipe curtain is completed, the remaining three upper pilot holes on the upper floor will be excavated with a flat roof and straight wall structure. It is also suitable for the excavation of shallow and deep buried stations, which ensures that the environmental facilities are almost unaffected, and thus saves economic costs. It has strong economic benefits and social value, and can be widely used in similar projects.

Description

technical field [0001] The invention relates to the field of tunnel construction, in particular to a construction method for excavating a station structure by tunneling first and then station pipe curtain hole pile method. Background technique [0002] In the construction of urban subway projects, due to the difficulty and slowness of the demolition work in the central area of ​​the city, the demolition and relocation cannot be completed on time. As a result, the construction of the subway station section cannot be started according to the planned construction period, or even seriously lags behind, which affects the realization of the goal of running through the entire line. It is necessary to use The tunnel will be constructed first and then the station will be constructed. Most of the existing construction methods are the tunnel first and then the station combined with the open-cut method or the mine method, but the open-cut method will greatly affect the environmental fac...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/06E21D9/00E21D11/08E21D11/10E21D11/12
CPCE21D11/10E21D11/08E21D11/12E21D9/0607E21D9/003
Inventor 胡俊胡庄黄吉俪刘文博陈璐
Owner HAINAN UNIV
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