CN202690073U - Steel wire brush water stop structure of shield tunnel portal - Google Patents

Steel wire brush water stop structure of shield tunnel portal Download PDF

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Publication number
CN202690073U
CN202690073U CN 201220241602 CN201220241602U CN202690073U CN 202690073 U CN202690073 U CN 202690073U CN 201220241602 CN201220241602 CN 201220241602 CN 201220241602 U CN201220241602 U CN 201220241602U CN 202690073 U CN202690073 U CN 202690073U
Authority
CN
China
Prior art keywords
wire brush
water
portal
shield
tunnel portal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 201220241602
Other languages
Chinese (zh)
Inventor
黄军
李仲峰
顾剑刚
张永翔
陈兆强
吴院生
李文博
朱朝辉
乔丽丽
夏雄涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Tiesiju Civil Engineering Group Co Ltd CTCE Group
Original Assignee
China Tiesiju Civil Engineering Group Co Ltd CTCE Group
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Tiesiju Civil Engineering Group Co Ltd CTCE Group filed Critical China Tiesiju Civil Engineering Group Co Ltd CTCE Group
Priority to CN 201220241602 priority Critical patent/CN202690073U/en
Application granted granted Critical
Publication of CN202690073U publication Critical patent/CN202690073U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a shield tunnel portal steel brush stagnant water structure, characterized by: and a water stopping steel wire brush is welded on the tunnel portal steel ring, and a water stopping structure is formed between the tunnel portal and the shield machine by the water stopping steel wire brush. The structure of the utility model is like the shield tail sealing steel wire brush structure of the shield machine, and can effectively play the role of water stop; the water-stopping device is particularly suitable for special areas, such as sediment strata with more underground water, confined water and the like, and has good water-stopping effect and high safety factor.

Description

Shield tunnel portal wire brush water-stopping structure
Technical field
The utility model relates to the portal water-stopping structure in the running tunnel shield-tunneling construction.
Background technology
City underground is in the high speed development stage at present, meanwhile the safety of constructing tunnel is proposed higher requirement.In the running tunnel shield-tunneling construction, the portal antipriming that starts is to adopt turnover panel to add the mode of rubber curtain fabric swatch basically, receives portal in the mode of plate and latch plate, runs into the more stratum of underground water, the serious mud situation of leaking, leak can appear in shield structure turnover hole, has potential safety hazard.
Summary of the invention
The utility model is for avoiding the existing weak point of above-mentioned prior art, a kind of shield tunnel portal wire brush water-stopping structure is provided, to guarantee the reliable portal sealing in running tunnel shield launching and the reception construction, guaranteeing construction safety.
The utility model is that the technical solution problem adopts following technical scheme:
The characteristics of the utility model shield tunnel portal wire brush water-stopping structure are: at portal steel ring welding sealing wire brush, form water-stopping structure with described sealing wire brush between portal and shield machine.
The characteristics of the utility model shield tunnel portal wire brush water-stopping structure also are:
Described portal comprises start portal and reception portal.
Described sealing wire brush is multiple tracks.
The incline direction of described sealing wire brush is along the shield machine direct of travel.
Compared with the prior art, the utility model beneficial effect is embodied in:
1, form of structure of the present utility model can play the sealing effect effectively as shield machine tail sealing wire brush structure.
2, the utility model is particularly suited for special location, and such as stratum such as the more silt stratum of underground water, artesian waters, stagnant water effect is good, safety factor is high.
3, wire brush can reuse in the utility model, reduces the wasting of resources, reduces use cost.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is sealing wire brush structural representation in the utility model;
Number in the figure: 1 shield machine; 2 portal steel rings; 3 sealing wire brushes; 4 portals.
The specific embodiment
Shield tunnel portal wire brush water-stopping structure is at portal steel ring 2 welding sealing wire brushes 3 in the present embodiment, as shield machine tail sealing wire brush, material is identical with shield machine tail sealing brush, forms water-stopping structure with sealing wire brush 3 between portal 4 and shield machine 1.
In the implementation, portal 4 comprises start portal and reception portal, and portal 4 shown in Figure 1 is the portal that starts; Sealing wire brush 3 is multiple tracks, can be set to twice, three roads or multiple tracks more according to hydraulic pressure size in the stratum; The incline direction of sealing wire brush 3 is along the direct of travel of shield machine 1.
In the present embodiment, after sealing wire brush 3 and 2 welding of portal steel ring are finished, between the steel wire of sealing wire brush 3 inside, be coated with full shield tail grease, because sealing wire brush 3 itself has good elasticity, and the sealing performance of shield tail grease, sealing wire brush 3 can be fitted tightly with shield machine 1, guarantee stagnant water effect.

Claims (4)

1. shield tunnel portal wire brush water-stopping structure is characterized in that: at portal steel ring (2) welding sealing wire brush (3), form water-stopping structure with described sealing wire brush (3) between portal (4) and shield machine (1).
2. shield tunnel portal wire brush water-stopping structure according to claim 1 is characterized in that: described portal (4) comprises and starts portal and receive portal.
3. shield tunnel portal wire brush water-stopping structure according to claim 1 is characterized in that: described sealing wire brush (3) is multiple tracks.
4. shield tunnel portal wire brush water-stopping structure according to claim 1 is characterized in that: the direct of travel of the suitable shield machine (1) of the incline direction of described sealing wire brush (3).
CN 201220241602 2012-05-25 2012-05-25 Steel wire brush water stop structure of shield tunnel portal Expired - Fee Related CN202690073U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220241602 CN202690073U (en) 2012-05-25 2012-05-25 Steel wire brush water stop structure of shield tunnel portal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220241602 CN202690073U (en) 2012-05-25 2012-05-25 Steel wire brush water stop structure of shield tunnel portal

Publications (1)

Publication Number Publication Date
CN202690073U true CN202690073U (en) 2013-01-23

Family

ID=47545703

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220241602 Expired - Fee Related CN202690073U (en) 2012-05-25 2012-05-25 Steel wire brush water stop structure of shield tunnel portal

Country Status (1)

Country Link
CN (1) CN202690073U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266898A (en) * 2013-04-26 2013-08-28 中交第二航务工程局有限公司 Shield tunnel portal sealing device and shield tunnel portal sealing method
CN108915705A (en) * 2018-08-09 2018-11-30 中铁局集团有限公司 A kind of baffle grouting construction method blocked for shield export & import leak
CN109695455A (en) * 2018-12-21 2019-04-30 中铁十二局集团有限公司 Method of reseptance in a kind of earth pressure balanced shield, EPBS pure water
CN109931068A (en) * 2018-11-21 2019-06-25 上海市基础工程集团有限公司 Double-layer plate sandwich antipriming for pressure-bearing rich water containing shield in layer of sand

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266898A (en) * 2013-04-26 2013-08-28 中交第二航务工程局有限公司 Shield tunnel portal sealing device and shield tunnel portal sealing method
CN108915705A (en) * 2018-08-09 2018-11-30 中铁局集团有限公司 A kind of baffle grouting construction method blocked for shield export & import leak
CN108915705B (en) * 2018-08-09 2019-10-22 中铁一局集团有限公司 A kind of baffle grouting construction method blocked for shield export & import leak
CN109931068A (en) * 2018-11-21 2019-06-25 上海市基础工程集团有限公司 Double-layer plate sandwich antipriming for pressure-bearing rich water containing shield in layer of sand
CN109695455A (en) * 2018-12-21 2019-04-30 中铁十二局集团有限公司 Method of reseptance in a kind of earth pressure balanced shield, EPBS pure water

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130123

Termination date: 20150525

EXPY Termination of patent right or utility model