CN204419202U - A kind of tunnel slot repair structure - Google Patents
A kind of tunnel slot repair structure Download PDFInfo
- Publication number
- CN204419202U CN204419202U CN201520052107.0U CN201520052107U CN204419202U CN 204419202 U CN204419202 U CN 204419202U CN 201520052107 U CN201520052107 U CN 201520052107U CN 204419202 U CN204419202 U CN 204419202U
- Authority
- CN
- China
- Prior art keywords
- grout
- cavity
- repair structure
- layer
- waterproof
- 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
- 239000011440 grout Substances 0.000 claims abstract description 33
- 239000011248 coating agent Substances 0.000 claims abstract description 21
- 238000000576 coating method Methods 0.000 claims abstract description 21
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 21
- 239000004588 polyurethane sealant Substances 0.000 claims description 8
- 238000007569 slipcasting Methods 0.000 description 6
- 238000004140 cleaning Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000007667 floating Methods 0.000 description 3
- 239000004927 clay Substances 0.000 description 2
- 229910052570 clay Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 210000002421 Cell Wall Anatomy 0.000 description 1
- 210000002445 Nipples Anatomy 0.000 description 1
- 210000003491 Skin Anatomy 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 229920000592 inorganic polymer Polymers 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
- -1 zinc-iron Chemical compound 0.000 description 1
Abstract
The utility model discloses a kind of tunnel slot repair structure, comprise: cavity, the cross section of cavity is trapezoidal, be provided with spring semicanal, leak stopping layer, waterproof coating, grout blanket, batten layer and waterproof mortar course in cavity, spring semicanal, leak stopping layer, waterproof coating, grout blanket, batten layer and waterproof mortar course are arranged from bottom to up; Also comprise grout pipe, the first end of grout pipe is successively through waterproof mortar course and batten layer, until grout blanket, the second end of grout pipe is positioned at the top of waterproof mortar course.Be convenient to repair crack fast.
Description
Technical field
The utility model relates to building and repairs field, particularly a kind of tunnel slot repair structure.
Background technology
In prior art, fracture reparation is the mode adopting pressure grouting, and pressure grouting construction technology process is: cleaning crack, buries grout nipple, joint seal, leakage check, grouting and slot apertures underground.Namely directly to slip casting in crack, until fill up, if crack continues to occur, repeat aforesaid way again and carry out reparation crack, very inconvenience.
Utility model content
The utility model provides a kind of tunnel slot repair structure, overcomes the difficulty of prior art, starts a kind ofly to repair tunnel slot repair structure easily.
The utility model provides a kind of tunnel slot repair structure, comprise: cavity, the cross section of described cavity is trapezoidal, be provided with spring semicanal, leak stopping layer, waterproof coating, grout blanket, batten layer and waterproof mortar course in described cavity, described spring semicanal, described leak stopping layer, described waterproof coating, described grout blanket, described batten layer and described waterproof mortar course are arranged from bottom to up;
Also comprise grout pipe, the first end of described grout pipe is successively through described waterproof mortar course and described batten layer, until described grout blanket, the second end of described grout pipe is positioned at the top of described waterproof mortar course.
Preferably, the diameter of described spring semicanal is 35mm.
Preferably, the height of described cavity is 90mm.
Preferably, the width of the soffit of described cavity is 50mm; The width of the upper surface of described cavity is 35mm.
Preferably, described waterproof coating is the waterproof coating that polyurethane sealant is made.
Preferably, polyurethane sealant is adopted to seal between described grout pipe and described batten layer.
Owing to have employed above-mentioned technology, a kind of tunnel slot repair structure of the present utility model compared with prior art, the utility model structure is convenient to the position such as settlement joint, constuction joint, liner of repairing mountain tunnel fast, grout pipe is adopted to be reserved in construction surface, when a crack appeared, directly to slip casting in grouting.
The utility model is further illustrated below in conjunction with drawings and Examples.
Accompanying drawing explanation
Fig. 1 is the structural representation of tunnel slot repair structure described in the utility model.
reference numeral
1 spring semicanal
2 leak stopping layers
3 waterproof coatings
4 grout blankets
5 batten layers
6 waterproof mortar course
7 clay
8 grout pipes.
specifically execute mode
A kind of specific embodiment of the present utility model is introduced below by Fig. 1.
As shown in Figure 1, a kind of tunnel slot repair structure of the present utility model, comprise: cavity, the cross section of cavity is trapezoidal, be provided with spring semicanal 1, leak stopping layer 2, waterproof coating 3, grout blanket 4, batten layer 5 and waterproof mortar course 6 in cavity, spring semicanal 1, leak stopping layer 2, waterproof coating 3, grout blanket 4, batten layer 5 and waterproof mortar course 6 are arranged from bottom to up; Also comprise grout pipe 8, the first end of grout pipe 8 is successively through waterproof mortar course 6 and batten layer 5, until grout blanket 4, the second end of grout pipe 8 is positioned at the top of waterproof mortar course 6.
A kind of tunnel slot repair structure of the utility model is the leakage problems that mode that auxiliary, anti-row combines is repaired mountain tunnel and caused due to a variety of causes at running by relying mainly on prevention, to arrange.
Further, the diameter of spring semicanal 1 is 35mm.
Further, the height of cavity is 90mm.
Further, the width of the soffit of cavity is 50mm; The width of the upper surface of cavity is 35mm.
Further, the waterproof coating made for polyurethane sealant of waterproof coating 3.
Further, polyurethane sealant is adopted to seal between grout pipe 8 and batten layer 5.
Technological process of the present utility model:
Step one, surface clean:
Use the high-pressure water jet of bridge tunnel Multifunctional curing machine to clean along crack, by removings such as the spot of fracture faces and putty, expose solid coarse concrete surface;
Step 2, slot or boring:
In left and right, gap, each 25mm place cutting machine cut is the seam of 50 ~ 70mm deeply, or holes every 20 mm, for follow-up fluting is prepared with Churn drill about gap;
Step 3, fluting:
On the basis of step 2, dig out the groove (i.e. cavity) that the degree of depth is 90mm, the cross section of this groove is trapezoidal, and the length on upper base is 35mm, and the length of bottom is 50mm, ensures that external application waterproofing course is greater than 30mm;
Step 4, pipe laying:
Bury one deck φ 35 spring semicanal underground at bottom land, and fix with zinc-iron skin, be connected by φ 35PVC pipe bottom cell wall with between gutter;
Step 5, joint filling are floating:
With extraordinary sealing agent filling bourdon tube periphery, the space of good seal bourdon tube periphery, and floating, should be leak stopping layer; Arrange waterproof coating on leak stopping layer surface, this waterproof coating is the waterproof coating that polyurethane sealant is made;
Step 6, batten layer and Grouting Pipe are set:
Above waterproof coating, arrange batten layer, the first end of Grouting Pipe in batten layer and waterproof coating, adopts polyurethane sealant to seal through batten layer between grout pipe and batten layer.Above batten layer, arrange waterproof mortar course, this this waterproof mortar course is inorganic polymer mortar, plays the effect of fixing Grouting Pipe, and now, the second end of Grouting Pipe is positioned at the top of waterproof mortar course;
Step 7, slip casting:
Carrying out slip casting by the second end of Grouting Pipe between batten layer and waterproof coating, complete and fill out groove work, is grout blanket between batten layer and waterproof coating;
Step 8, observation:
Slip casting every other day, so that the effect of observing after the reparation of crack, the need oozed if any side are done over again, till not seeping water in whole crack.
Step 9, maintenance:
After slip casting, repair rooved face with repairing clay 7, and floating, check and maintenance.
Above-described embodiment is only for illustration of technological thought of the present utility model and feature, its object is to enable those skilled in the art understand content of the present utility model and implement according to this, only can not limit patent model of the present utility model employing with the present embodiment to enclose, namely the equal change done of all spirit disclosed according to the utility model or modification, still drop in the scope of the claims of the present utility model.
Claims (6)
1. a tunnel slot repair structure, it is characterized in that: comprising: cavity, the cross section of described cavity is trapezoidal, be provided with spring semicanal, leak stopping layer, waterproof coating, grout blanket, batten layer and waterproof mortar course in described cavity, described spring semicanal, described leak stopping layer, described waterproof coating, described grout blanket, described batten layer and described waterproof mortar course are arranged from bottom to up;
Also comprise grout pipe, the first end of described grout pipe is successively through described waterproof mortar course and described batten layer, until described grout blanket, the second end of described grout pipe is positioned at the top of described waterproof mortar course.
2. tunnel slot repair structure as claimed in claim 1, is characterized in that: the diameter of described spring semicanal is 35mm.
3. tunnel slot repair structure as claimed in claim 1, is characterized in that: the height of described cavity is 90mm.
4. tunnel slot repair structure as claimed in claim 1, is characterized in that: the width of the soffit of described cavity is 50mm; The width of the upper surface of described cavity is 35mm.
5. tunnel slot repair structure as claimed in claim 1, is characterized in that: described waterproof coating is the waterproof coating that polyurethane sealant is made.
6. tunnel slot repair structure as claimed in claim 1, is characterized in that: adopt polyurethane sealant to seal between described grout pipe and described batten layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520052107.0U CN204419202U (en) | 2015-01-26 | 2015-01-26 | A kind of tunnel slot repair structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520052107.0U CN204419202U (en) | 2015-01-26 | 2015-01-26 | A kind of tunnel slot repair structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204419202U true CN204419202U (en) | 2015-06-24 |
Family
ID=53469584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520052107.0U Expired - Fee Related CN204419202U (en) | 2015-01-26 | 2015-01-26 | A kind of tunnel slot repair structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204419202U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106640154A (en) * | 2017-01-13 | 2017-05-10 | 中交四公局第工程有限公司 | Treatment method and structure for water seepage of tunnel lining circular construction joint crack |
| CN110030021A (en) * | 2019-06-04 | 2019-07-19 | 中铁九局集团第七工程有限公司 | Existing railway tunnel overhaul polyurethane leak-stopping agent high-pressure grouting construction |
-
2015
- 2015-01-26 CN CN201520052107.0U patent/CN204419202U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106640154A (en) * | 2017-01-13 | 2017-05-10 | 中交四公局第工程有限公司 | Treatment method and structure for water seepage of tunnel lining circular construction joint crack |
| CN110030021A (en) * | 2019-06-04 | 2019-07-19 | 中铁九局集团第七工程有限公司 | Existing railway tunnel overhaul polyurethane leak-stopping agent high-pressure grouting construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202788022U (en) | Wall crack combined type repair structure | |
| CN101864778B (en) | Method for leaking stoppage of external wall of underground structure | |
| CN203222815U (en) | Composite basement-structure exterior wall construction formed by utilizing underground diaphragm wall | |
| CN105220713B (en) | The waterproof construction of outer wall of basement subsiding crack | |
| CN110878700B (en) | Tunnel waterproof structure and construction method thereof | |
| CN110735499B (en) | Parapet waterproof structure and construction method thereof | |
| CN110629800A (en) | Deformation joint treatment method and deformation joint waterproof structure | |
| CN105442861B (en) | Drainage conduit of toilet percolating water backwater surface repair method | |
| CN103046513A (en) | Method for coating and sealing fracture of bed rock in uncovered heavy consolidation grouting | |
| CN109488371B (en) | Waterproof system of full-enclosed waterproof station and dynamic setting and quantity-limiting drainage method | |
| CN204419202U (en) | A kind of tunnel slot repair structure | |
| CN208792809U (en) | Basement side wall leakage repairs structure | |
| CN207959289U (en) | Structure is repaired in a kind of leak for basement post-pouring zone position | |
| CN109629845A (en) | Concrete structure seam areas leakage treatment device and its construction method | |
| CN206319910U (en) | Infiltration disposal system is reinforced in a kind of tunnel-liner | |
| CN103074905A (en) | Rear replaceable type waterproof device for deformation joint of basement and installation method thereof | |
| CN103437779B (en) | The construction method of regulation tunnel lining pore gas flow | |
| CN203034493U (en) | Rear-mounted replaceable type basement deformation joint waterproof device | |
| CN204420369U (en) | A kind of linkage structure of large-caliber drainage pipeline | |
| CN109235668A (en) | Residential building curtain wall and wall crack plugging structure | |
| CN212336350U (en) | Deformation joint waterproof structure | |
| CN204645097U (en) | A kind of hydro-expansive rubber repairs deformation joint structure | |
| CN111749280A (en) | Deformation joint waterproof structure and method | |
| KR100512074B1 (en) | Method of construction for waterproof for connection part of construction structure | |
| CN102733427B (en) | Water-proofing and permeability-proofing construction method for coastal civil air-defense constructions |
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 |
Granted publication date: 20150624 Termination date: 20190126 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |