Method for separately constructing underground expressway under urban main roads and subway shield zone

A construction method and expressway technology, applied in the direction of roads, roads, infrastructure engineering, etc., can solve the problems of insecurity and unstable lining structure of subway shield segments, and achieve the effect of solving insecurity

Inactive Publication Date: 2018-09-25
NINGBO COMM PLANNING INST CO LTD
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Problems solved by technology

[0003] The present invention aims at the problems existing in the separate construction of underground expressway tunnels and subway shield tunnels in silty soft soil under urban arterial roads, that is, unsafe construction, unstable frame structure of underground expressway tunnels, and unstable lining structure of subway shield tunnel segments, etc. , proposed a construction method for the separate construction of the urban main road underground expressway and the subway shie

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  • Method for separately constructing underground expressway under urban main roads and subway shield zone
  • Method for separately constructing underground expressway under urban main roads and subway shield zone
  • Method for separately constructing underground expressway under urban main roads and subway shield zone

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Embodiment Construction

[0041] The present invention will be further elaborated and illustrated below in conjunction with the accompanying drawings and specific embodiments.

[0042] Such as figure 1 As shown, in the case where the soil strength of the lower part of the main road in the city is good, the process of the underground expressway and the subway shield section is generally excavated and poured first to construct the underground expressway tunnel, and then to construct the subway section. At this time, no pre-reinforcement is required and mitigation measures. However, if the project construction area is under the condition of silty soft soil, the subsidence of the underground expressway tunnel is very obvious, and the subway shield section structure is also unstable in the silty soft soil, so it is necessary to add some necessary and feasible measures to the above construction steps. The process can meet the operability of the project.

[0043] In the engineering project in this embodimen...

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Abstract

The invention discloses a method for separately constructing an underground expressway under urban main roads and a subway shield zone, which is used for underground engineering construction in soft muddy soil in coastal regions. The method specifically comprises steps as follows: 1) underground continuous wall construction and foundation consolidation are performed; 2) uplift piles and erect column piles are constructed; 3) the soil mass is excavated to the bottom of a first support, top beams and concrete supports are poured, the soil mass is sequentially excavated to the bottom of a secondsupport and the bottom of a third support, each steel support is erected, prestress is applied, the soil mass is excavated to the bottom of a designed foundation pit, and plain concrete cushion layersand underground express framework bottom plates are poured; 4) the third support, the second support and the first support are sequentially dismounted, side walls are poured, framework inside supports are erected, a framework top plate is poured, and the columns are dismounted finally; 5) an additional waterproof layer of the framework top plate is constructed, and soil filling is performed to recover the urban main roads. Compared with the prior art, the problems of unsafety, structure instability and the like during construction are solved, and a new thought is provided for construction ofthe underground expressway tunnels and the subway shield zone in the soft muddy soil in the coastal regions.

Description

technical field [0001] The invention relates to the field of underground engineering construction, in particular to a construction method for separate construction of an underground expressway under an urban arterial road and a subway shield section in coastal muddy soft soil. Background technique [0002] With the modernization of the city, it is not suitable to build a new elevated expressway on the upper part of the urban main road in the existing high-grade business district and high-end residential area, and the underground expressway has to be built. In this way, when the soil strength of the lower part of the main road in the city is relatively strong, the process of the underground expressway and the subway shield section is generally excavated and poured first to construct the underground expressway tunnel, and then to construct the subway section. At this time, no pre-reinforcement and reduction Shen measures. However, if the project construction area is under the...

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Application Information

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IPC IPC(8): E02D19/18E02D5/46E21D9/00E02D17/04E01C1/04
CPCE01C1/04E02D5/46E02D17/04E02D19/18E21D9/001
Inventor 牛富生朱汉华陈孟冲盛初根姚志坤王松林韩乾坤李小江
Owner NINGBO COMM PLANNING INST CO LTD
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