A construction method of a detachable portal frame in an expansive mudstone orthogonally inclined shaft

A construction method and expansibility technology, which is applied in the construction field of detachable gantry of expansive mudstone orthogonal inclined shaft, can solve the problems of high construction risk, poor integrity, and narrow construction work surface, so as to reduce safety risks and The effect of reducing construction cost and reducing difficulty of operation

Active Publication Date: 2021-04-30
中建七局交通建设有限公司 +1
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Problems solved by technology

[0003] In view of the above situation, in order to overcome the defects of the prior art, the present invention provides a construction method of a detachable gantry in an expansive mudstone orthogonally inclined shaft, which effectively solves the problem of the narrow and poor integrity of the traditional method of construction. , the problem of high construction risk

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  • A construction method of a detachable portal frame in an expansive mudstone orthogonally inclined shaft
  • A construction method of a detachable portal frame in an expansive mudstone orthogonally inclined shaft
  • A construction method of a detachable portal frame in an expansive mudstone orthogonally inclined shaft

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Embodiment Construction

[0014] The specific implementation manners of the present invention will be described in further detail below in conjunction with the accompanying drawings.

[0015] Concrete construction steps of the present invention are:

[0016] Step 1: During the excavation of the pilot tunnel, according to the length of the on-site excavator, the construction of the steel frame of the pilot tunnel starts from the reinforced section of the deformation joint of the inclined shaft. There are 9 steel frames in total. , so that the pilot tunnel forms a 24° ramp. The top of the ramp is at the junction of the upper steps and arches of the main tunnel, and then the construction of the main tunnel pilot tunnel is started. The settlement of the main tunnel pilot tunnel vault is reserved, and the pilot tunnel is excavated by an excavator. One truss, support another truss until it reaches the junction of the steps and arches in the main cave;

[0017] Step 2: After the pilot tunnel is completely cl...

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Abstract

The invention relates to a construction method of a detachable gantry for an expansive mudstone orthogonal inclined shaft, which effectively solves the problems of narrow construction work surface, poor integrity and high construction risk in the traditional construction method; the construction method is: The steel frame construction of the pilot hole starts at the reinforcement section of the deformation joint of the well. After it is closed into a ring, the soil is backfilled from the position of the third steel frame, so that the pilot hole forms a 24° ramp, and then the construction of the pilot hole of the main hole starts. After the ring, start the main hole steel frame support in the guide hole, bind the steel mesh, spray C25 concrete, break the guide hole vertical support spray concrete, unscrew the vertical support bolts, take out the vertical support, support the main hole steel frame, start three The construction method of the temporary inverted arch of the steps is to cyclically excavate in the direction of the entrance and the exit, and finally start the construction of the main hole to complete the process conversion; this construction method speeds up the excavation, reduces the difficulty of the workers' operation, reduces the safety risk, and realizes the turnover of materials at the same time. , saving materials and reducing construction costs.

Description

technical field [0001] The invention relates to the construction field of special geological inclined wells, in particular to a construction method of a detachable portal frame for expansive mudstone orthogonal inclined wells. Background technique [0002] Traditionally, the method of transitional small pilot tunnels is used in the construction of beams in China. After the construction of the inclined shaft reaches the junction with the side wall of the main tunnel, the body of the inclined shaft at the intersection is first reinforced, and then the construction of the beams is carried out after the reinforcement is completed. Starting from the intersection of the inclined shaft and the side wall of the main tunnel, a transitional small pilot tunnel is used to excavate into the body of the main tunnel, and the vault elevation of the main tunnel is reached at the center line of the tunnel main tunnel. However, the traditional small transitional pilot tunnel method is used for...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/14E21D11/10E21D11/15E21D11/18E21D20/02
CPCE21D9/14E21D11/10E21D11/152E21D11/18E21D20/02
Inventor 杨伟田志杰陈小羊吴靖江齐宁宁许保生张永松张文张科位华强侯中峰秦亚丽胡连超张晓川周真真
Owner 中建七局交通建设有限公司
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