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Calculation method for determining safety and optimization of shaft lining

A computing method and security technology, applied in computing, special data processing applications, instruments, etc., can solve the problems of wasting materials and not thinking too much, and achieve the effect of reducing project cost and saving costs

Active Publication Date: 2017-08-18
HUNAN UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For long shafts, a lining support parameter is adopted at the top and bottom of the shaft, which is obviously conservative and wastes materials
For the design of shaft lining parameters, at present, it is basically based on experience and specifications. Whether the lining design is reasonable or not, whether it is safe and economical, has not been considered too much

Method used

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  • Calculation method for determining safety and optimization of shaft lining
  • Calculation method for determining safety and optimization of shaft lining
  • Calculation method for determining safety and optimization of shaft lining

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Embodiment Construction

[0043] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0044] see figure 1 , figure 2 , this embodiment takes a circular shaft as an example to determine the safety and optimization of the shaft lining. The calculation method is as follows:

[0045] (1) Divide the shaft into m sections according to different stratum thicknesses.

[0046] (2) Calculate the vertical stress of the surrounding rock at the lowermost end of each segmented shaft. The vertical stress of the surrounding rock at the bottom end of each vertical shaft is calculated according to formula (1):

[0047]

[0048] In formula (1): σ z is the vertical stress of the surrounding rock at the bottom of each segment shaft, q is the surface overload, i is the i-th layer of surrounding rock above the bottom of each segment, m is the number of layers of surrounding rock above the bottom of each segment, γ i is the weight of the i-th layer of ...

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Abstract

The invention discloses a calculation method for determining safety and optimization of a shaft lining. The method is technically characterized in that (1) a shaft is divided into a plurality of segments; (2) surrounding rock vertical stress at the lowermost end of each segment of the shaft is calculated; (3) surrounding rock horizontal pressure borne by the shaft lining at the lowermost end of each segment of the shaft is calculated; (4) maximum supporting force provided by each segment of the shaft lining is calculated; (5) the safety coefficient of each segment of the shaft lining is calculated; and (6) parameters of each segment of the shaft lining are adjusted and optimized. Through the calculation method for safety and optimization of the shaft lining, the current situation that shaft lining design depends on norms or experience is changed, segmented judgment and optimization are performed according to shaft depths, different lining optimization parameters are adopted for the shaft at different depths, and therefore the method is beneficial for saving cost and lowering construction cost. The method can also be applied to safety and optimization of an inclined shaft lining.

Description

technical field [0001] The invention relates to the field of shaft support structures, in particular to a calculation method for determining the safety and optimization of shaft lining. Background technique [0002] In the construction of long tunnels, in order to speed up the construction progress, auxiliary passages are usually used, such as horizontal tunnels, vertical shafts, inclined shafts, parallel pilot pits, etc., that is, "long tunnels and short tunnels". For example, the Liuyang River Tunnel of Wuhan-Guangzhou Passenger Dedicated Line has a total length of 10115m, the initial mileage is DIIK1560+785~DIIK1570+900, and 3 vertical shafts + 1 inclined shaft are set. The central mileage of the 2# vertical shaft is DIIK1564+820, and the plane shape is Rectangular, with a clearance of 16.8m×8m and a depth of 53.85m, it is the deepest of the three shafts and is directly located on the centerline of the tunnel. A shaft is also installed in the Wushaoling Tunnel of the Lan...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F19/00
CPCG16Z99/00
Inventor 安永林胡文轩岳健高文华陈秋南王志斌欧阳鹏博
Owner HUNAN UNIV OF SCI & TECH
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