CN205714212U - Tunneling shield segment damage falls block leakage muscle and repairs structure - Google Patents
Tunneling shield segment damage falls block leakage muscle and repairs structure Download PDFInfo
- Publication number
- CN205714212U CN205714212U CN201620580754.3U CN201620580754U CN205714212U CN 205714212 U CN205714212 U CN 205714212U CN 201620580754 U CN201620580754 U CN 201620580754U CN 205714212 U CN205714212 U CN 205714212U
- Authority
- CN
- China
- Prior art keywords
- leakage muscle
- duct piece
- shield duct
- material packed
- muscle position
- 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
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
Tunneling shield segment damage falls block leakage muscle and repairs structure, falls block position with repairing shield duct piece breakage in time, is effectively improved the useful life of section of jurisdiction, it is ensured that the durability that operation safety in period and section of jurisdiction use.It includes: fixing component, and in shield duct piece breakage leakage muscle position, interval is arranged, and its underpart vertically penetrates this connection internal and fixed thereto of shield duct piece；Metal mesh sheet, fixes with each fixing component in breakage leakage muscle position and is connected；Patching material packed layer, layering filling is fixed in damaged leakage muscle position, until shield duct piece face, coats bonding interface agent between orlop material packed layer with damaged leakage muscle position inner surface and between adjacent two material packed layers.
Description
Technical field
This utility model relates to shield tunnel, falls block leakage muscle particularly to a kind of tunneling shield segment damage and repairs structure.
Background technology
Shield Tunneling, when section of jurisdiction transport, lifting or shield attitude are abnormal, all may cause section of jurisdiction to go out
Block is fallen in existing breakage, occurs leakage muscle phenomenon under serious conditions.Section of jurisdiction occurs that block leakage muscle is fallen in breakage, can give shield duct piece structure durability
Impacting, repairing treatment is not in place simultaneously brings potential safety hazard to operation.
Occurring that to section of jurisdiction the process of block leakage muscle is fallen in breakage, conventional processing method is first breakage to be fallen block leakage muscle position float
Slurry is removed, and carries out dust cleaning, moistens with water, then uses the polymer slurries of mixing to carry out smearing slurry and repairs, finally supports
Protect.Owing to, during operation, dynamic load is relatively big, runs process for a long time, easily occurs again to fall block phenomenon, to train operation safety
Cause dangerous, and the useful life longevity of section of jurisdiction is caused certain impact.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of tunneling shield segment damage and falls the benefit knot of block leakage muscle
Structure, falls block position repairing in time shield duct piece breakage, is effectively improved the useful life of section of jurisdiction, it is ensured that operation safety in period and
The durability that section of jurisdiction uses.
The technical scheme that the above-mentioned technical problem of this utility model solution is taked is as follows:
Tunneling shield segment damage of the present utility model falls block leakage muscle and repairs structure, it is characterized in that it includes: fixing component,
In shield duct piece breakage leakage muscle position, interval is arranged, and its underpart vertically penetrates this connection internal and fixed thereto of shield duct piece；
Metal mesh sheet, fixes with each fixing component in breakage leakage muscle position and is connected；Patching material packed layer, layering filling is fixed on brokenly
Damage in leakage muscle position, until shield duct piece face, between orlop material packed layer with damaged leakage muscle position inner surface and adjacent two
Bonding interface agent is coated between material packed layer.
The beneficial effects of the utility model are, use the process mould of " (crab-bolt) bar planting+linked network+Polymer-Modified Mortar "
Formula, does not affect construction speed, safe operation process, efficiently, simple, put into personnel few, difficult drop-off after repairing, service life is relatively
Long, on section of jurisdiction durability substantially without impact, meet operation functional requirements, it is ensured that operation security.
This utility model can also be used for segment damage and falls block without leaking the repairing at muscle position.
Accompanying drawing explanation
This specification includes following two width accompanying drawings:
Fig. 1 is the plane graph that this utility model tunneling shield segment damage falls the repairing structure of block leakage muscle；
Fig. 2 is the elevation that this utility model tunneling shield segment damage falls the repairing structure of block leakage muscle.
Component name shown in figure and corresponding labelling: shield duct piece 1, damaged leakage muscle position 2, fixing component 3, metal
Mesh sheet 4, pipe sheet assembling seam 5, thin elastic plate material 6, patching material packed layer 7.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is further illustrated.
Seeing figures.1.and.2, tunneling shield segment damage of the present utility model falls block leakage muscle repairing structure and includes: fixing structure
Part 3, in shield duct piece 1 damaged leakage muscle position 2, interval is arranged, and it is internal and solid therewith that its underpart vertically penetrates shield duct piece 1
Fixed connection；Metal mesh sheet 4, fixes with each fixing component 3 in breakage leakage muscle position 2 and is connected；Patching material packed layer 7, layering
Filling is fixed in damaged leakage muscle position 2, until shield duct piece 1 surface, orlop material packed layer 7 and damaged leakage muscle position 2
Bonding interface agent is coated between inner surface and between adjacent two material packed layers 7.Material packed layer 7 generally can use polymer to change
Property mortar, described metal mesh sheet 4 is adopted as reinforced mesh or steel fabric sheet.
This utility model use " (crab-bolt) bar planting+linked network+Polymer-Modified Mortar " tupe, do not affect construct into
Degree, safe operation process, efficiently, simple, put into personnel few, difficult drop-off after repairing, service life is longer, to section of jurisdiction durability
Substantially without impact, operation functional requirements is met, it is ensured that operation security.
The thickness of described patching material packed layer 7 should be less than 20mm, smears bonding interface agent between layers, before smearing
Need to keep being dried of interface with Hairdryer.
Seeing figures.1.and.2, tunneling shield segment damage of the present utility model falls the benefit structure of block leakage muscle, as follows
The reparation at block position is fallen for tunneling shield segment damage:
1, damaged leakage muscle position 2 (including hollowing part or rift portion) of shield duct piece 1 is thoroughly dug out；
2, rinse well with pressure clean water, and be sufficiently humidified so as to repair position, be allowed to be in the dry saturation state of saturation plane；
3, in breakage leakage muscle position 2, fixing component 3 is installed；
4, after breakage leakage muscle position 2 inner surface is anhydrous, bonding interface agent is coated；
5, in breakage leakage muscle position 2, metal mesh sheet 4 is fixedly mounted on fixing component 3；
6, insertion thin elastic plate material 6 at 5 is stitched at pipe sheet assembling；
7, by premixing through the satisfactory patching material of trial, it is layered repeatedly dense packing effect breakage leakage muscle position 2 until shield
Surface, structure section of jurisdiction 1, forms multilayer repair material packed layer 7 in breakage leakage muscle position 2；
8, moisture-keeping maintaining or cover film maintenance；
9, after material packed layer 7 to be repaired is stiff, extract out thin elastic plate material 6, with polisher flattened surface and polishing corner angle,
It is allowed to smooth out with other positions of shield duct piece 1.
The above this utility model tunneling shield segment damage that simply explains through diagrams falls block leakage muscle and repairs structure
Some principles, are not intended to be confined to by this utility model in shown and described concrete structure and the scope of application, therefore every institute
The corresponding amendment being likely utilized and equivalent, belong to the apllied the scope of the claims of this utility model.
Claims (3)
1. tunneling shield segment damage falls block leakage muscle repairing structure, it is characterized in that it includes: fixing component (3), at shield duct piece
(1) in damaged leakage muscle position (2), interval is arranged, and its underpart vertically penetrates this connection internal and fixed thereto of shield duct piece (1)；Gold
Belong to mesh sheet (4), fix with each fixing component (3) in breakage leakage muscle position (2) and be connected；Patching material packed layer (7), layering is filled out
Fill and be fixed in damaged leakage muscle position (2), until shield duct piece (1) surface, orlop material packed layer (7) and damaged leakage muscle portion
Bonding interface agent is coated between (2) inner surface of position and between adjacent two material packed layers (7).
2. tunneling shield segment damage as claimed in claim 1 falls block leakage muscle repairing structure, it is characterized in that: described metal mesh sheet
(4) it is reinforced mesh or steel fabric sheet.
3. tunneling shield segment damage as claimed in claim 1 falls block leakage muscle repairing structure, it is characterized in that: described patching material
The thickness of packed layer (7) is less than 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620580754.3U CN205714212U (en) | 2016-06-15 | 2016-06-15 | Tunneling shield segment damage falls block leakage muscle and repairs structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620580754.3U CN205714212U (en) | 2016-06-15 | 2016-06-15 | Tunneling shield segment damage falls block leakage muscle and repairs structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205714212U true CN205714212U (en) | 2016-11-23 |
Family
ID=57305242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620580754.3U Expired - Fee Related CN205714212U (en) | 2016-06-15 | 2016-06-15 | Tunneling shield segment damage falls block leakage muscle and repairs structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205714212U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035385A (en) * | 2017-06-19 | 2017-08-11 | 湖南大学 | A kind of reinforcement means of duct pieces of shield tunnel |
| CN107701200A (en) * | 2017-10-16 | 2018-02-16 | 广州地铁设计研究院有限公司 | A kind of section of jurisdiction crack restorative procedure |
| CN109058648A (en) * | 2018-06-29 | 2018-12-21 | 中国石油天然气集团有限公司 | A method of with composite material to the continuous pipe reinforcement recovery of surface damage |
| CN109594787A (en) * | 2018-12-04 | 2019-04-09 | 六合峰（天津）科技股份有限公司 | Filler, the construction technology of filler and filler consolidated structures |
| CN112593973A (en) * | 2020-11-17 | 2021-04-02 | 广东省水利电力勘测设计研究院有限公司 | Hydraulic tunnel composite lining structure and manufacturing method thereof |
-
2016
- 2016-06-15 CN CN201620580754.3U patent/CN205714212U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035385A (en) * | 2017-06-19 | 2017-08-11 | 湖南大学 | A kind of reinforcement means of duct pieces of shield tunnel |
| CN107701200A (en) * | 2017-10-16 | 2018-02-16 | 广州地铁设计研究院有限公司 | A kind of section of jurisdiction crack restorative procedure |
| CN109058648A (en) * | 2018-06-29 | 2018-12-21 | 中国石油天然气集团有限公司 | A method of with composite material to the continuous pipe reinforcement recovery of surface damage |
| CN109594787A (en) * | 2018-12-04 | 2019-04-09 | 六合峰（天津）科技股份有限公司 | Filler, the construction technology of filler and filler consolidated structures |
| CN109594787B (en) * | 2018-12-04 | 2023-12-01 | 六合峰（天津）科技股份有限公司 | Fillers, filler construction techniques, and filler curing structures |
| CN112593973A (en) * | 2020-11-17 | 2021-04-02 | 广东省水利电力勘测设计研究院有限公司 | Hydraulic tunnel composite lining structure and manufacturing method thereof |
| CN112593973B (en) * | 2020-11-17 | 2022-08-19 | 广东省水利电力勘测设计研究院有限公司 | Hydraulic tunnel composite lining structure and manufacturing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205714212U (en) | Tunneling shield segment damage falls block leakage muscle and repairs structure | |
| CN104534221B (en) | A kind of method repaired with composite to pipeline strength rehabilitation | |
| CN102464861B (en) | Pipeline repairing carbon fiber composite material system and application thereof | |
| US20200318774A1 (en) | Local repair method combining internally bonded CFRP and polymer grouting for cracks in drainage pipe | |
| CN204345165U (en) | A kind of harmful gas pipe leakage emergency treatment plant | |
| CN202660148U (en) | Pipeline repaired and reinforced by fiber composite cloth | |
| JP2017524875A (en) | Pipe repair | |
| CN103847108A (en) | Maintaining method of dry fibers at roots of glass fiber reinforced plastic blades | |
| CN104358240B (en) | A kind of gate sill leakage plugging device and constructional method thereof | |
| CN103046513A (en) | Method for coating and sealing fracture of bed rock in uncovered heavy consolidation grouting | |
| CN101886998A (en) | A low-noise and pollution-free fully automatic concrete scour resistance testing machine | |
| CN109058648A (en) | A method of with composite material to the continuous pipe reinforcement recovery of surface damage | |
| CN201963318U (en) | Water leakage-proof device during tunnel construction | |
| CN103452081B (en) | A kind of construction method of flexible composite impermeable layer of upstream face of high arch dam | |
| CN103321187A (en) | Overflow face protection method | |
| CN104373138A (en) | Waterproof layer rebuilding construction method in repairing of tunnel lining structure | |
| CN105839522B (en) | A kind of sealant of bridge extension joint saves construction method from damage | |
| CN208133744U (en) | A kind of oil tank Internal Lining Method transformation laminate structures | |
| CN105065008A (en) | Method for preventing sand gushing in shield tunneling construction | |
| CN207033473U (en) | A kind of waterproof structure of shield tunnel segment seam | |
| CN205269981U (en) | Anti -rust device | |
| CN109319320A (en) | Steel oil tank inner lining structure and liner reforming technology | |
| CN206091359U (en) | Concrete beam's special -shaped reinforcing apparatus | |
| CN102966049B (en) | Method for treating vertical crack of reinforced concrete bridge abutment | |
| CN205276280U (en) | Building site mud and superficial half grey automatic collection device |
Legal Events
| 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161123 |