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Shield starting counter-force base

A technology of reaction force seat and reaction force base, which is used in mining equipment, earthwork drilling, tunnels, etc., can solve the problems of increased engineering investment, difficulty in forming holes, delay in construction period, etc., so as to reduce the scale of shafts and save engineering investment. Effect

Active Publication Date: 2011-08-17
长江设计集团有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

If the Yellow River Crossing Project is implemented according to this plan, the project investment will not only greatly increase, but also because the blind hole is buried about 40m deep and the groundwater level is high, it will be difficult to form the hole without special excavation equipment, and the construction period will be greatly delayed, which is also not advisable.

Method used

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Embodiment Construction

[0017] The implementation of the present invention will be described in detail below in conjunction with the accompanying drawings, but they do not constitute a limitation to the present invention, and are only examples. At the same time, the advantages of the present invention will become clearer and easier to understand.

[0018] Referring to the accompanying drawings, it can be known that the reaction force seat of the shield machine of the present invention is characterized in that it includes: a reaction force base 1, an annular support pier 2, and the annular support pier 2 is arranged on the reaction force base 1, and the reaction force base Both the seat 1 and the annular support pier 2 are reinforced concrete structures.

[0019] In the above technical solution, the other end of the reaction force base 1 has a shaft liner 4 , and the shaft liner 4 is located between the reaction force base 1 and the underground continuous wall 5 .

[0020] In addition to its own reac...

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Abstract

The invention relates to a shield starting counter-force base, which comprises a counter-force foundation base (1) and an annular supporting pier (2); the annular supporting pier (2) is arranged on the counter-force foundation base (1); and the counter-force foundation base (1) and the annular supporting pier (2) have reinforced concrete structures. By the shield starting counter-force base, the requirements of a shield machine on installation, safety starting and normal tunneling construction in a vertical well are met. The shield starting counter-force base has the advantages that: (1) a series of problems that the scale of the vertical well is expanded, the investment is increased, the construction period is delayed, the contract is changed and the like due to the 2-meter lengthening of the shield machine are avoided; and (2) the shield starting counter-force base can substitute for the conventional counter-force rack, meet the requirements of the shield machine on assembly and starting in the vertical well, is favorable for reducing the scale of the vertical well and saving the engineering investment, and can be popularized in the similar engineering.

Description

technical field [0001] The invention relates to a starting reaction force seat of a shield machine, which is a reinforced concrete structure for carrying the reaction force when the shield machine starts out. Background technique [0002] In order to provide the reaction force for the shield machine to move forward, it is necessary to set up a reaction frame. The reaction frame used in the current project is a steel structure in the shape of a well on the vertical plane; in order to bear a strong reaction force, it needs to have sufficient rigidity. Therefore, a diagonal brace needs to be added behind the reaction frame, so the vertical space of the reaction frame is 2m~3m. Since the underground excavation of the shield machine requires a certain burial depth, the departure shaft is usually formed first, then assembled in the well, and then the reaction force is provided by the reaction frame to start. [0003] The first phase of the South-to-North Water Diversion Middle Ro...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/06
Inventor 钮新强谢向荣符志远张传健石裕马永锋
Owner 长江设计集团有限公司
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