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Construction method of slurry shield in fracture-development full-section rock stratum

A mud-water shield and construction method technology, which is applied in earthwork drilling, wellbore lining, tunnel lining, etc., can solve the problems of operation affecting tunnel safety, increasing human and property costs, broken tunnel segments and leakage of water, etc., to achieve enhanced Waterproof effect, increase mud circulation flow, reduce the effect of tunneling speed

Active Publication Date: 2020-10-16
ERCHU CO LTD OF CHINA RAILWAY TUNNEL GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The above-mentioned technology solves the safety of shield machine excavation, but also increases the cost of human resources and property, and does not solve the problem that the vibration generated during the operation of the train will cause the cracks to continue to develop and cause groundwater to directly impact the tunnel, and the tunnel is prone to uneven settlement. The fragments were broken and leaked water, which affected the safe operation of the tunnel

Method used

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  • Construction method of slurry shield in fracture-development full-section rock stratum
  • Construction method of slurry shield in fracture-development full-section rock stratum
  • Construction method of slurry shield in fracture-development full-section rock stratum

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Embodiment Construction

[0057] Such as Figure 1-3 , The construction method of the mud water shield in a full-face rock formation with developed cracks; including the following steps:

[0058] Step 1, preset the water stop hoop:

[0059] The cutter head of the shield machine (not shown in the figure) stops at a distance of 2-5m in front of the fissure zone area 1, and the best distance area is 3m. At least three annular water-stop hoops 5 are set in sequence at the tail of the shield machine to prevent the shield During the period when the structure machine passes through the crack zone area, the groundwater passes through the crack zone area to dilute the back mortar of the rear segment 3, causing the segment 3 to float up and be damaged.

[0060] Step 2. The shield machine passes through the fracture zone area:

[0061] Step 2.1, according to the actual situation of the formation, appropriately reduce the speed of the cutter head and the tunneling speed of the shield machine, reduce the speed of the cutt...

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Abstract

The invention discloses a construction method of a slurry shield in a fracture-development full-section rock stratum. The method includes the following steps that step 1, water stopping hoops are arranged in the position 3 m before a fractured zone and at the shield tail; step 2, in the process of passing through the fractured zone, tunneling parameters and the operating manner are controlled strictly, the posture of a shield tunneling machine and the postures of duct pieces are rechecked, the initial setting time of mortar is shortened, and the specific gravity of the mortar is increased; step 3, grouting hole duct pieces are added, and through U-steel is used for tensioning; step 4, water stopping hoops are arranged in the position 3 m behind the fractured zone and at the shield tail; step 5, after all shield tunneling machine vehicle recovery equipment passes through the fractured zone, back filling grouting is performed on the backs of the duct pieces in the fractured zone and in the range of 5 hoops before and behind the fractured zone; and step 6, stratum deep-hole grouting is performed, and the fracture of the rock stratum is reinforced. The construction method of the slurryshield in the fracture-development full-section rock stratum has the beneficial effect that the method has the characteristics of high practicability, convenience in operation, capability of effectively guaranteeing the shield tunneling safety, guaranteeing the quality of a formed tunnel and guaranteeing the train traveling safety in the running period and the like.

Description

Technical field [0001] The invention belongs to the technical field of tunnel construction, and in particular, relates to a construction method for a full-face rock formation with a mud-water shield in a crack developed. Background technique [0002] In recent years, with the rapid development of cities, there have been more and more rail transit constructions in cities. The shield method has been widely used in the construction of urban rail sections because of its rapid construction and small impact on the ground. Shield machine is a kind of special engineering equipment for tunnel excavation, which has the functions of excavating and cutting soil, conveying soil ballast, assembling tunnel lining, measuring guide deviation and correcting deviation. In cities on one river and two banks, mud-water shield machines are often required to cross the river. In case of full-face rock formations with developed fissures, during the passage of the shield machine, it is easy to cause diffic...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/06E21D9/087E21D11/08E21D11/10E21D11/38
CPCE21D9/06E21D9/0635E21D9/0607E21D9/087E21D11/08E21D11/105E21D11/38
Inventor 李志军龚学栋郭小龙彭焱锋赵宝锋杨志勇王秋林雷明星洪开荣杨娟章云生崔鼎乔福民王竟董敬李贺李毅唐旭张荣华姚树春
Owner ERCHU CO LTD OF CHINA RAILWAY TUNNEL GRP
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