CN112593983A - Diversion consolidation technology-based tunnel water bursting expansion plugging structure and application method thereof - Google Patents

Diversion consolidation technology-based tunnel water bursting expansion plugging structure and application method thereof Download PDF

Info

Publication number
CN112593983A
CN112593983A CN202011632535.2A CN202011632535A CN112593983A CN 112593983 A CN112593983 A CN 112593983A CN 202011632535 A CN202011632535 A CN 202011632535A CN 112593983 A CN112593983 A CN 112593983A
Authority
CN
China
Prior art keywords
pipe
cooling
water
expansion
diversion
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.)
Granted
Application number
CN202011632535.2A
Other languages
Chinese (zh)
Other versions
CN112593983B (en
Inventor
刘杰
李政
韦俐媛
刘星宇
黎照
石谦
孙涛
李运舟
杨浩宇
唐洪宇
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 Three Gorges University CTGU
Original Assignee
China Three Gorges University CTGU
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 Three Gorges University CTGU filed Critical China Three Gorges University CTGU
Priority to CN202011632535.2A priority Critical patent/CN112593983B/en
Publication of CN112593983A publication Critical patent/CN112593983A/en
Application granted granted Critical
Publication of CN112593983B publication Critical patent/CN112593983B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The tunnel water-bursting expansion plugging structure based on the diversion consolidation technology and the use method thereof comprise a pipe body, wherein a shell structure is arranged on the pipe body, a stabilizing pipe is arranged at one end of the pipe body, a suction device is arranged at the other end of the pipe body, a cooling structure is arranged between the shell structure and the pipe body, and a plurality of reinforcing structures are arranged on the shell structure; the shell structure comprises an inner pipe matched with the pipe body, a plurality of supporting ring pipe units matched with each other are arranged on the inner pipe, and gaps are formed between every two adjacent supporting ring pipe units; the cooling structure comprises a box body, a plurality of connecting pipes are arranged on the box body and connected with the cooling pipe wound on the outer wall of the pipe body through a sealing connecting piece, and a pump body structure is arranged on one connecting pipe. Adopt above-mentioned structure, become uncontrollable rivers into controllable, the rivers of water conservancy diversion, the inflation agent mixture location shutoff of drawing water the water conservancy diversion in the multiple places of being convenient for, the slow rivers of effective temporary condensation, the inflation agent mixture location shutoff in the membrane bag of being convenient for.

Description

Diversion consolidation technology-based tunnel water bursting expansion plugging structure and application method thereof
Technical Field
The invention relates to the field of tunnels and underground engineering, in particular to a tunnel water bursting expansion plugging structure based on a diversion consolidation technology and a use method thereof.
Background
The mechanical action of groundwater has hydrostatic pressure effect and powerful water pressure effect, and these two kinds of effects can both make the rock mass take place hydraulic fracture, make the crack chain increase and open the aperture increase to increase the osmotic force, make local water proof barrier effect broken through, groundwater level is higher, thereby forms gush water and suddenly mud. Therefore, water is the largest source of water gushing and mud bursting disasters, the pressure is high, the general burial depth of the tunnel is large, the original balance pressure is broken through blasting excavation, and the tunnel is in a high-pressure state. In addition, the tunnel is in unfavorable geology, generally has the characteristics of being long, large, deep and the like, is subjected to various changes of surrounding rocks along the way, and is particularly easy to cause water and mud gushing disasters when passing through unfavorable geology such as a karst cave, a fault fracture zone or a contact zone, an underground river and the like. In summary, the unfavorable combination of the three, namely water-rich, high pressure and unfavorable geology, is the main geological condition for inducing water burst mud burst disasters. Blind and unreasonable excavation on unfavorable geological surrounding rocks is caused by overlarge excavation footage, and the main reason for water burst and mud burst is caused.
With the continuous development and perfection of the traffic network and the hydropower resource in China, tunnels and underground engineering are transferred to western regions with more complex topographic and geological conditions, and because of the complex uncertainty of the geological structure and the improper construction method in the construction process, the situation of high-pressure sudden water burst is generated occasionally, so that not only is property loss easily caused, but also casualties are more easily caused.
The existing gushing water plugging method has low gushing water treatment efficiency for irregular tunnels, still has great risk, particularly has extremely poor control force on water flow, and has complicated and single water system and lower efficiency in multi-point construction.
Disclosure of Invention
The invention aims to solve the technical problems that the tunnel water inrush expansion plugging structure based on the diversion consolidation technology and the use method thereof are provided, the problems that the existing device cannot efficiently treat water inrush of irregular tunnels and has higher risk are solved, the pipeline diversion water inrush can be connected, the uncontrollable water flow is changed into controllable and conductive water flow, and when the water flow in the actual engineering is very large, the diversion water shutoff can reduce the water flow; a plurality of water pumping and flow guiding and expansion agent mixture positioning and plugging can be carried out around the engineering implementation site, so that the water flow of the engineering implementation site is reduced; the slow water flow is temporarily condensed by using the cooling material, and then the expansion agent mixture filled in the membrane bag is used for positioning and plugging, so that the problem of water inrush is effectively solved, and safety guarantee is provided for engineering practice.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows: the tunnel water-bursting expansion plugging structure based on the diversion consolidation technology comprises a pipe body, wherein a shell structure is arranged on the pipe body, a stabilizing pipe is arranged at one end of the pipe body, a suction device is arranged at the other end of the pipe body, a cooling structure is arranged between the shell structure and the pipe body, and a plurality of strengthening structures are arranged on the shell structure;
the shell structure comprises an inner pipe matched with the pipe body, a plurality of supporting ring pipe units matched with each other are arranged on the inner pipe, and gaps are formed between every two adjacent supporting ring pipe units;
the cooling structure comprises a box body, a plurality of connecting pipes are arranged on the box body and connected with the cooling pipe wound on the outer wall of the pipe body through a sealing connecting piece, and a pump body structure is arranged on one connecting pipe.
In the preferred scheme, the cooling pipe be double-end spiral structure, the cooling pipe is connected with the body through the fixed block that sets up on the body outer wall.
In a preferable scheme, the stabilizing pipe is provided with stabilizing threads.
In a preferable scheme, the support ring pipe units are provided with right-angle support positions, and the right-angle support positions between adjacent support ring pipe units are matched with each other.
In the preferred scheme, reinforced structure include with shell structure complex collar, the collar is through installation pole and shell structure fixed connection, be equipped with a plurality of mounting grooves around collar center evenly distributed on the collar, the mounting groove is articulated through the one end of installation axle with the hack lever, the other end of hack lever is equipped with anti-skidding tip and stably colludes, is equipped with the cooperation net between the adjacent hack lever, one side that the cooperation net is close to shell structure is equipped with expanding structure.
In the preferred scheme, the expansion structure comprises a membrane bag made of a steel wire mesh and carbon fibers, and cement, an expanding agent, a steel wire, an early strength agent, an accelerating agent and water are filled in the membrane bag.
In the preferred scheme, the pipe body adopts the material that keeps apart the temperature.
The tunnel water bursting expansion plugging structure based on the diversion consolidation technology and the use method thereof have the following beneficial effects by adopting the structure:
(1) the problem that the existing device cannot efficiently treat water inrush of an irregular tunnel and has higher risk is solved, the device can be connected with a pipeline for diversion and water inrush, uncontrollable water flow is changed into controllable and flow-guiding water flow, and when the water flow in the actual engineering is large, the diversion and water shutoff can reduce the water flow;
(2) a plurality of water pumping and flow guiding and expansion agent mixture positioning and plugging can be carried out around the engineering implementation site, so that the water flow of the engineering implementation site is reduced;
(3) the slow water flow is temporarily condensed by using the cooling material, and then the expansion agent mixture filled in the membrane bag is used for positioning and plugging, so that the problem of water inrush is effectively solved, and safety guarantee is provided for engineering practice.
Drawings
The invention is further illustrated by the following examples in conjunction with the accompanying drawings:
fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic view of the overall structure of the present invention.
Fig. 3 is a schematic structural diagram of the housing of the present invention.
Fig. 4 is a schematic view of the cooling structure and the tube body according to the present invention.
Fig. 5 is a schematic view of a cooling structure of the present invention.
Fig. 6 is a schematic view of a reinforcing structure of the present invention.
Fig. 7 is a schematic view of a reinforcing structure of the present invention.
In the figure: the structure comprises a shell structure 1, a pipe body 2, a suction device 3, a stabilizing pipe 4, a box body 5, a reinforcing structure 6, an inner pipe 7, a supporting ring pipe unit 8, a gap 9, a fixing block 10, a connecting pipe 11, a cooling pipe 12, a sealing connecting piece 13, a pump body structure 14, a mounting ring 15, a mounting rod 16, a mounting groove 17, a mounting shaft 18, a framework rod 19, a matching net 20, an anti-skid pointed end 21, a stable hook 22, an expansion structure 23, a stabilizing thread 24 and a right-angle supporting position 25.
Detailed Description
The first embodiment is as follows:
as shown in fig. 1-7, the tunnel water-bursting expansion plugging structure based on the diversion consolidation technology comprises a pipe body 2, wherein a shell structure 1 is arranged on the pipe body 2, a stabilizing pipe 4 is arranged at one end of the pipe body 2, a suction device 3 is arranged at the other end of the pipe body 2, a cooling structure is arranged between the shell structure 1 and the pipe body 2, and a plurality of reinforcing structures 6 are arranged on the shell structure 1;
the shell structure 1 comprises an inner pipe 7 matched with the pipe body 2, the inner pipe 7 is provided with a plurality of supporting ring pipe units 8 matched with each other, and a gap 9 is arranged between every two adjacent supporting ring pipe units 8;
the cooling structure include box 5, be equipped with a plurality of connecting pipes 11 on box 5, connecting pipe 11 is connected with cooling pipe 12 of winding on body 2 outer wall through sealing connecting piece 13, is equipped with pump body structure 14 on one of them connecting pipe 11.
In the preferred scheme, cooling pipe 12 be double-end spiral structure, cooling pipe 12 is connected with body 2 through the fixed block 10 that sets up on body 2 outer wall.
In a preferred scheme, the stabilizing pipe 4 is provided with a stabilizing thread 24.
In a preferred scheme, the support ring pipe units 8 are provided with right-angle support positions 25, and the right-angle support positions 25 between adjacent support ring pipe units 8 are matched with each other.
In the preferred scheme, reinforced structure 6 include with shell structure 1 complex collar 15, collar 15 passes through installation pole 16 and shell structure 1 fixed connection, be equipped with a plurality of mounting grooves 17 around collar 15 center evenly distributed on the collar 15, mounting groove 17 is articulated through the one end of installation axle 18 with skeleton pole 19, the other end of skeleton pole 19 is equipped with anti-skidding prong 21 and stable hook 22, be equipped with cooperation net 20 between the adjacent skeleton pole 19, one side that cooperation net 20 is close to shell structure 1 is equipped with expansion structure 23.
In a preferred scheme, the expansion structure 23 comprises a membrane bag made of a steel wire mesh and carbon fibers, and cement, an expanding agent, a steel wire, an early strength agent, an accelerating agent and water are filled in the membrane bag.
In the preferred scheme, the pipe body 2 is made of a heat insulation material.
Example two:
as shown in fig. 1-7, the method of use of the present invention is:
firstly, assembling a pipe body 2 and a shell structure 1 according to use requirements, adjusting the number of support ring pipe units 8 in the shell structure 1 according to requirements, then selecting a proper number of reinforcing structures 6 to be additionally arranged on the shell structure 1, and pushing the structure into a tunnel water inrush position through an air compressor;
secondly, opening the cooling structure, pumping the cooling material in the box body 5 into a cooling pipe 12 wound on the pipe body 2 through a connecting pipe 11 by working through a pump body structure 14, and circularly returning the cooling material to the box body 5 through the other end of the cooling pipe 12, wherein the double-end spiral structure of the cooling pipe 12 can be matched with the cooling material to uniformly and stably reduce the temperature and freeze part of accumulated water in the hole;
thirdly, the expansion structure 23 in the reinforcing structure 6 realizes the regular expansion by adjusting the proportion of the early strength agent and the accelerator therein, the early strength agent and the accelerator can accelerate the hydration and hardening of the cement to form enough strength within the required time range, the framework rods 19 distributed in an umbrella shape in the reinforcing structure 6 are pushed to open by the expansion support, and the support is reinforced under the matching of the antiskid cusp 21 and the stabilizing hook 22;
and fourthly, the expansion structure 23 is tightly matched with the water expansion, and after water burst is blocked and no water flows out, the cooling structure and the suction device 3 are closed.
The invention has the beneficial effects that: the problem that the existing device cannot efficiently treat water inrush of an irregular tunnel and has higher risk is solved, the device can be connected with a pipeline for diversion and water inrush, uncontrollable water flow is changed into controllable and flow-guiding water flow, and when the water flow in the actual engineering is large, the diversion and water shutoff can reduce the water flow; a plurality of water pumping and flow guiding and expansion agent mixture positioning and plugging can be carried out around the engineering implementation site, so that the water flow of the engineering implementation site is reduced; the slow water flow is temporarily condensed by using the cooling material, and then the expansion agent mixture filled in the membrane bag is used for positioning and plugging, so that the problem of water inrush is effectively solved, and safety guarantee is provided for engineering practice.

Claims (8)

1. Tunnel water burst expansion block structure based on water conservancy diversion consolidation technique, including body (2), its characterized in that: the device is characterized in that a shell structure (1) is arranged on the pipe body (2), a stabilizing pipe (4) is arranged at one end of the pipe body (2), a suction device (3) is arranged at the other end of the pipe body (2), a cooling structure is arranged between the shell structure (1) and the pipe body (2), and a plurality of reinforcing structures (6) are arranged on the shell structure (1);
the shell structure (1) comprises an inner pipe (7) matched with the pipe body (2), a plurality of supporting ring pipe units (8) matched with each other are arranged on the inner pipe (7), and gaps (9) are arranged between the adjacent supporting ring pipe units (8);
the cooling structure comprises a box body (5), a plurality of connecting pipes (11) are arranged on the box body (5), the connecting pipes (11) are connected with cooling pipes (12) wound on the outer wall of the pipe body (2) through sealing connecting pieces (13), and a pump body structure (14) is arranged on one connecting pipe (11).
2. The tunnel water-bursting expansion plugging structure based on the diversion consolidation technology as claimed in claim 1, wherein: the cooling pipe (12) is of a double-end spiral structure, and the cooling pipe (12) is connected with the pipe body (2) through a fixing block (10) arranged on the outer wall of the pipe body (2).
3. The tunnel water-bursting expansion plugging structure based on the diversion consolidation technology as claimed in claim 1, wherein: the stabilizing pipe (4) is provided with stabilizing threads (24).
4. The tunnel water-bursting expansion plugging structure based on the diversion consolidation technology as claimed in claim 1, wherein: the support ring pipe units (8) are provided with right-angle support positions (25), and the right-angle support positions (25) between adjacent support ring pipe units (8) are matched with each other.
5. The tunnel water-bursting expansion plugging structure based on the diversion consolidation technology as claimed in claim 1, wherein: reinforced structure (6) include with shell structure (1) complex collar (15), collar (15) are through installation pole (16) and shell structure (1) fixed connection, be equipped with a plurality of mounting grooves (17) around collar (15) center evenly distributed on collar (15), mounting groove (17) are articulated through the one end of installing axle (18) with skeleton pole (19), the other end of skeleton pole (19) is equipped with anti-skidding tip (21) and stably colludes (22), be equipped with cooperation net (20) between adjacent skeleton pole (19), one side that cooperation net (20) are close to shell structure (1) is equipped with expansion structure (23).
6. The tunnel water-bursting expansion plugging structure based on the diversion consolidation technology of claim 5, wherein: the expansion structure (23) comprises a membrane bag made of a steel wire mesh and carbon fibers, and cement, an expanding agent, a steel wire, an early strength agent, an accelerating agent and water are filled in the membrane bag.
7. The tunnel water-bursting expansion plugging structure based on the diversion consolidation technology as claimed in claim 1, wherein: the pipe body (2) is made of a heat insulation material.
8. The tunnel water-bursting expansion plugging structure based on the diversion consolidation technology and the use method thereof as claimed in claims 1-7, characterized in that the method comprises the following steps:
firstly), assembling a pipe body (2) and a shell structure (1) according to use requirements, adjusting the number of supporting ring pipe units (8) in the shell structure (1) according to requirements, then selecting a reinforcing structure (6) with a proper number to be additionally arranged on the shell structure (1), and pushing the structure into a tunnel water inrush part through an air compressor;
secondly), opening a cooling structure, working through a pump body structure (14), pumping cooling materials in the box body (5) into a cooling pipe (12) wound on the pipe body (2) through a connecting pipe (11), and circulating the cooling materials back to the box body (5) through the other end of the cooling pipe (12), wherein the double-end spiral structure of the cooling pipe (12) can be matched with the cooling materials to uniformly and stably reduce the temperature, and partial accumulated water in the freezing hole is frozen;
thirdly, the expansion structure (23) in the reinforcing structure (6) realizes the timed expansion by adjusting the proportion of the early strength agent and the accelerating agent, the early strength agent and the accelerating agent accelerate the hydration and hardening of cement, enough strength is formed within a required time range, the expansion support pushes the umbrella-shaped skeleton rods (19) in the reinforcing structure (6) to open, and the support is reinforced under the matching of the antiskid cusp (21) and the stabilizing hook (22);
fourthly), the expansion structure (23) is tightly matched with the expansion structure when meeting water, and after water burst is blocked and no water flows out, the cooling structure and the suction device (3) are closed.
CN202011632535.2A 2020-12-31 2020-12-31 Tunnel water-inrush expansion plugging structure based on diversion consolidation technology and use method thereof Active CN112593983B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011632535.2A CN112593983B (en) 2020-12-31 2020-12-31 Tunnel water-inrush expansion plugging structure based on diversion consolidation technology and use method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011632535.2A CN112593983B (en) 2020-12-31 2020-12-31 Tunnel water-inrush expansion plugging structure based on diversion consolidation technology and use method thereof

Publications (2)

Publication Number Publication Date
CN112593983A true CN112593983A (en) 2021-04-02
CN112593983B CN112593983B (en) 2023-05-02

Family

ID=75206892

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011632535.2A Active CN112593983B (en) 2020-12-31 2020-12-31 Tunnel water-inrush expansion plugging structure based on diversion consolidation technology and use method thereof

Country Status (1)

Country Link
CN (1) CN112593983B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114961637A (en) * 2022-06-24 2022-08-30 三峡大学 Device and method for blocking and guiding water inrush of tunnel

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004169327A (en) * 2002-11-18 2004-06-17 Sumitomo Rubber Ind Ltd Water sealing material
CN110107353A (en) * 2019-04-22 2019-08-09 太原理工大学 A kind of gushing water emergency shutoff method and its water blocking device
CN110242245A (en) * 2019-05-14 2019-09-17 煤炭科学技术研究院有限公司 Drilling Water expansion plugging drainage device
CN211472377U (en) * 2019-12-17 2020-09-11 王仁龙 Combined structure for preventing and treating water inrush leakage of hydraulic engineering tunnel
CN111733849A (en) * 2020-07-29 2020-10-02 山东建勘集团有限公司 Curtain rapid leaking stoppage device in high-water-head stratum and construction method thereof
CN112065403A (en) * 2020-09-01 2020-12-11 中交第二航务工程局有限公司 Steel pipe sheet device for freezing soil around tail of shield tunneling machine and construction method thereof

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004169327A (en) * 2002-11-18 2004-06-17 Sumitomo Rubber Ind Ltd Water sealing material
CN110107353A (en) * 2019-04-22 2019-08-09 太原理工大学 A kind of gushing water emergency shutoff method and its water blocking device
CN110242245A (en) * 2019-05-14 2019-09-17 煤炭科学技术研究院有限公司 Drilling Water expansion plugging drainage device
CN211472377U (en) * 2019-12-17 2020-09-11 王仁龙 Combined structure for preventing and treating water inrush leakage of hydraulic engineering tunnel
CN111733849A (en) * 2020-07-29 2020-10-02 山东建勘集团有限公司 Curtain rapid leaking stoppage device in high-water-head stratum and construction method thereof
CN112065403A (en) * 2020-09-01 2020-12-11 中交第二航务工程局有限公司 Steel pipe sheet device for freezing soil around tail of shield tunneling machine and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114961637A (en) * 2022-06-24 2022-08-30 三峡大学 Device and method for blocking and guiding water inrush of tunnel

Also Published As

Publication number Publication date
CN112593983B (en) 2023-05-02

Similar Documents

Publication Publication Date Title
CN109882223A (en) The method for carrying out segmenting slip casting using grouting cable anchor
CN108952732B (en) Excavation construction method suitable for large-section tunnel of water-rich fault fracture zone
CN104695971A (en) Annular pipe-jacking construction method
CN105525901A (en) Coal seam hydrofracture strengthening permeability increasing method based on microwave irradiation
CN107034874B (en) Double-screw type slip casting type freezing plant and construction method
CN104314572B (en) A kind of construction method in the tunnel constructed by outside chamfering two halves rectangle tube coupling
CN105297755A (en) High-pressure water aid-sinking type construction device of open caisson
CN104963670A (en) Method for expanding and increasing permeability of hole volumes for drilling in underground coal seam
CN110878697A (en) Shield underwater receiving method next to urban main road in high-water-rich sandy gravel stratum
CN112593983A (en) Diversion consolidation technology-based tunnel water bursting expansion plugging structure and application method thereof
CN105605335A (en) Large-caliber prestressed steel cylinder concrete pipe for jacking construction
CN103615014B (en) A kind of dewatering device of soft soil foundation pit and using method thereof
CN205225272U (en) Mantlet constructs section of jurisdiction come -up construction structures
CN207143915U (en) A kind of two-tube annular slip casting freezing pipe
CN103953367A (en) Method of eliminating liquefaction in shield tunnel stratum in tunnel
CN102434172A (en) Roadway surrounding rock stability control method for back grouting and filling
CN103541679B (en) Method for sealing underground hydraulic fracture drilled hole of coal mine in combined manner
CN112681280B (en) Anchoring system and reinforcing method for reinforcing ground cracks by using magnetic cement mortar
CN205477511U (en) Prevent releasing hydraulic fracturing hole sealing device
CN111472685B (en) Intermittent dynamic condensation deep hole drilling method
CN210003330U (en) stifled row of rich water tunnel convertible type combines supporting construction
CN210344519U (en) Pipe jacking device for underground pipeline construction
CN206694036U (en) A kind of tail shield of the rock tunnel(ling) machine with integrated ground freezing pipe
CN102797483A (en) Pile casing and water-rich strata shield pile casing receiving method
CN108952758B (en) Sand layer grouting ground surface lifting control method based on borehole collapse and induced splitting

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Application publication date: 20210402

Assignee: Hubei Hongzhuo Architectural Design Co.,Ltd.

Assignor: CHINA THREE GORGES University

Contract record no.: X2023980043461

Denomination of invention: Tunnel Water Burst Expansion Sealing Structure and Its Application Method Based on Diversion and Consolidation Technology

Granted publication date: 20230502

License type: Exclusive License

Record date: 20231019

EC01 Cancellation of recordation of patent licensing contract
EC01 Cancellation of recordation of patent licensing contract

Assignee: Hubei Hongzhuo Architectural Design Co.,Ltd.

Assignor: CHINA THREE GORGES University

Contract record no.: X2023980043461

Date of cancellation: 20240402