CN206319910U - Infiltration disposal system is reinforced in a kind of tunnel-liner - Google Patents
Infiltration disposal system is reinforced in a kind of tunnel-liner Download PDFInfo
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- CN206319910U CN206319910U CN201621393999.1U CN201621393999U CN206319910U CN 206319910 U CN206319910 U CN 206319910U CN 201621393999 U CN201621393999 U CN 201621393999U CN 206319910 U CN206319910 U CN 206319910U
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- tunnel
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- infiltration
- flexible porous
- porous tube
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Abstract
The utility model is related to a kind of tunnel-liner and reinforces infiltration disposal system.The tunnel that early stage builds by runing for many years, and lining concrete deterioration is serious, lining cutting percolating water, and the disease such as pavement cracking takes place frequently.The utility model chisels the inverted trapezoidal groove of ring at the existing cutting of tunnel-liner, and into country rock, interval sets the flexible porous tube that ring is set in the spilled water hole setting flexible porous tube of radial direction, inverted trapezoidal groove in inverted trapezoidal groove, and the two is connected by threeway；In the cable trough gutter of the flexible porous tube bottom incoming tunnel of ring.The utility model can be effectively improved lining cutting behind without ponding caused by pumping equipment by setting up spilled water hole to existing cutting, it is ensured that unobstructed and because of drainage system blocking initiation the secondary disaster of drainage system, alleviate or radical cure Tunnel Water Leakage disease；Encircleing device by steel bushing makes short construction period, disturbs small, consolidation effect is good, realizes that one is administered in tunnel-liner reinforcing, pore gas flow.
Description
Technical field
The utility model is related to tunnel drainage technical field, and in particular to infiltration disposal system is reinforced in a kind of tunnel-liner.
Background technology
The tunnel that China built before 2000, many mining method constructions, no preliminary bracing, tunnel-liner is that plain concrete is overall
Formula lining cutting, special guarded drainage facility is not set during construction behind in lining cutting, and tunnel-liner is poured using the small template of integral assembling
Concrete making technology construction is noted, construction splicing gap is more, and lining cutting behind ponding can not be drained in time, easily produce multiple diseases.
Main cause is as follows：1. draining semi-circular tube adaptive deformation ability is poor, and construction period has the possibility flattened, flattened, and causes to split
Seam infiltration can not be excluded in time；2. semi-circular tube envelope construction closing process specific aim is not strong, and closed material is chosen improper；3. cutting
Draining is mainly used in excluding crack infiltration, lacks necessary sluicing measure, it is impossible to exclude lining cutting behind ponding, seepage water disease is simultaneously
Do not effected a radical cure.
Runed for many years because the tunnel that early stage builds passes through, lining concrete deterioration is serious, and lining cutting percolating water, lining cutting " are invaded
The diseases such as limit ", pavement cracking take place frequently.The systemic breakdown such as monitoring, fire-fighting in tunnel electromechanical facility will be caused simultaneously, fortune will be had a strong impact on
Battalion's safety.Therefore a kind of water leakage defect punishment device is researched and developed for the building not enough of early stage tunnel, is necessary.
The content of the invention
For technological deficiency present in early stage constructing tunnel process, the purpose of this utility model is to provide a kind of tunnel lining
Build and reinforce infiltration disposal system, maintenance is carried out to the tunnel of operation for many years, it is ensured that draining is established for the normal operation in tunnel
Basis.
The technical scheme that the utility model is used for：
Infiltration disposal system is reinforced in a kind of tunnel-liner, it is characterised in that：
The inverted trapezoidal groove of ring is chiseled at the existing cutting of tunnel-liner, is spaced and sets into country rock in inverted trapezoidal groove
The spilled water hole of radial direction, sets flexible porous tube in spilled water hole, sets the flexible porous tube of ring in inverted trapezoidal groove, ring it is soft
Formula water-permeable pipe and the flexible porous tube of radial direction are connected by threeway；
In the cable trough gutter of the flexible porous tube bottom incoming tunnel of ring.
Poured in tunnel-liner inverted trapezoidal groove on the flexible porous tube of ring and be inoculated with epoxy resin mortar, epoxy resin mortar surface is filled with
Cement-base infiltration crystallization loss circulation material；
Cement-base infiltration crystallization loss circulation material is concordant with lining cutting, and surface is coated with high-elastic thick matter water-proof acrylic acid paint.
The flexible porous pipe end of radial direction is closed by tightening steel wire lashing.
The junction of flexible porous tube and threeway is enclosed with non-woven fabrics.
In the cable trough gutter of the flexible porous tube bottom incoming tunnel of ring, insulation material is provided with above termination.
The construction joint of ring, construction joint external coating water-proof bond material are formd after the closing of inverted trapezoidal groove, and lays fourth
Steel plate set arch is covered on base rubber slab, butyl rubber plate, is fixed by chemical anchor bolts, anchor adhesive conduct is provided with chemical anchor bolts
Sealing.
Fixed at steel plate set arch arch springing by billet and High-strength anchor bolt with tunnel original structure, it is secondary on arch springing to pour
Concrete formation bow member concrete anchor block.
The utility model has advantages below：
1st, by setting up spilled water hole to existing cutting, lining cutting can be effectively improved behind without ponding caused by pumping equipment, protected
The unobstructed of drainage system is demonstrate,proved and because drainage system blocks the secondary disaster triggered, has alleviated or radical cure Tunnel Water Leakage disease.
2nd, device is encircleed by steel bushing, short construction period can be made, disturb small, consolidation effect is good, realize that tunnel-liner is reinforced, oozed
Water disease management one.
Brief description of the drawings
Fig. 1 is cutting sluicing disposal conceptual scheme.
Fig. 2 is ring direction drainpipe scheme of installation.
Fig. 3 is water-permeable pipe tube coupling connection diagram.
Fig. 4 is heat preservation ditch interface scheme figure.
Fig. 5 is steel bushing arch closure Treating technology conceptual scheme.
Fig. 6 is steel plate anchorage style figure（A drawings）.
Fig. 7 is steel plate splicing mode figure.
Fig. 8 is steel bushing arch arch springing processing mode figure（B drawings）.
In figure, 1- spilled water holes, 2- lining cutting, 3- country rocks, the high-elastic thick matter water-proof acrylic acid paints of 4-, 5- cement-base infiltration crystallizations
Loss circulation material, 6- epoxy resin mortars, the existing cuttings of 7-, 8- flexible porous tubes, 9- threeways, 10- non-woven fabrics, 11- tightens steel wire, 12-
Insulation material, 13- chemical anchor bolts, 14- anchor adhesives, 15- butyl rubber plates, 16- steel plates set arch, 17- water-proof bond materials, 18-
Road surface, 19- road surfaces spilled water hole, 20- bow member concrete anchor blocks, 21- billets, 22- High-strength anchor bolts, 23- steel plate seams.
Embodiment
The utility model is described in detail with reference to embodiment.
The utility model is directed to the serious paragraph of water seepage of tunnel disease, in the case where not increasing scored position, makes full use of
Spilled water hole is set up in existing cutting, using the flexible porous tube drainings of φ 50, optimizes cutting scheme.By being performed on the outside of tunnel double-lining
One layer of steel bushing arch functional layer steel plate adds other auxiliary functional layers such as rubber slab, carries out Thickness of Entirety Stabilization and is no more than 4cm, to tunnel
Fouling of clearance gauge is avoided while overall structure is reinforced.
Infiltration disposal system is reinforced in a kind of tunnel-liner that the utility model is related to, at the existing cutting 7 of tunnel-liner 2
The inverted trapezoidal groove of ring is chiseled, interval sets the spilled water hole 1 of radial direction into country rock 3 in inverted trapezoidal groove, set in spilled water hole 1
Flexible porous tube 8, sets the flexible porous tube 8 of ring in inverted trapezoidal groove, the flexible porous tube 8 of ring and radial direction it is flexible porous
Pipe 8 is connected by threeway 9.In the cable trough gutter of the bottom incoming tunnel of flexible porous tube 8 of ring.
Poured in the inverted trapezoidal groove of tunnel-liner 2 on the flexible porous tube 8 of ring and be inoculated with epoxy resin mortar 6, the surface of epoxy resin mortar 6 is filled out
Filled with cement-base infiltration crystallization loss circulation material 5.Cement-base infiltration crystallization loss circulation material 5 is concordant with lining cutting 2, and surface is coated with high-elastic
Thick matter water-proof acrylic acid paint 4.Closed by tightening the colligation of steel wire 11 termination of flexible porous tube 8 of radial direction.Flexible porous tube 8 with
The junction of threeway 9 is enclosed with non-woven fabrics 10.
In the cable trough gutter of the bottom incoming tunnel of flexible porous tube 8 of ring, insulation material is provided with above termination
12。
The construction joint of ring, construction joint external coating water-proof bond material 17 are formd after the closing of inverted trapezoidal groove, and is laid
Steel plate set arch 16 is covered on butyl rubber plate 15, butyl rubber plate 15, is fixed, is set at chemical anchor bolts 13 by chemical anchor bolts 13
There is anchor adhesive 14 as sealing.Consolidated at steel plate set 16 arch springings of arch by billet 21 and High-strength anchor bolt 22 with tunnel original structure
It is fixed, secondary casting concrete formation bow member concrete anchor block 20 on arch springing.
Specific construction step is as follows：
First, cutting water draw-off
It is more in view of early stage tunnel scored position, in the case where not increasing scored position, make full use of existing cutting 7
Spilled water hole 1 is set up, optimizes cutting scheme, using the draining of 50 flexible porous tubes of φ 8.As shown in Figure 1.
1. the original coating of tunnel-liner is cleaned out（Lining concrete is exposed）, remove existing ceramic tile, it is ensured that entirely treat
Punishment two serves as a contrast dry tack free cleaning, without leak, no-sundries etc.；
2. the existing position packing material of cutting 7 is removed, is cleaned out；Existing cutting is digged, in inverted trapezoidal, bottom width 8cm, top
Wide 15cm, cutting inwall needs clear water to clean out, it is impossible to there is dust, increases packing material bond effect, as shown in Figure 2；
3. cutting is dug to design position, is set in bottom.Φ 80 drills, hole depth 2.5m, empties, and embedding φ 50 is soft
Water-permeable pipe 8, Loess Layer should not pore-forming location water-permeable pipe can be filled in using the reinforcing bar mode of bringing into, permeable pipe end answers colligation to seal
Close, prevent that silt from entering water-permeable pipe, influence permeable effect；
4. ring water-permeable pipe is connected with radial direction water-permeable pipe using professional three-way pipe, it is ensured that draining water flowing effect, such as Fig. 3 institutes
Show.
5. after radial direction water-permeable pipe, ring water-permeable pipe are installed, permeable pipe surface is closed using epoxy resin mortar 6, filled
Cement-base infiltration crystallization loss circulation material 5 blocks cutting, the high-elastic thick matter water-proof acrylic acid paint 4 of external coating；
6. cable trough gutter is deepened in the permeable bottom of the tube access of ring, and the tunnel illumination electricity consumption is introduced directly into hole from arch
It is interior, cable trough is not walked, cable groove location can be made full use of to set up insulation draining ditch water discharge；
7. tunnel entrance increases cable trough heat preservation ditch buried depth, prevents that ditch from freezing.
2nd, steel bushing arch closure disposal plant
After two linings be surface-treateds, wait to punish on two lining surfaces in the range of one layer of water-proof bond material of uniform brushing
17, epoxide-resin glue can be used, brushing thickness is about 1-2mm, brushing number of plies 1-2 times, with specific reference to the selection of material construction technology
It is required that carrying out, spray range of water-proof bond material can be determined according to follow-up rubber slab scope；Water-proof binding is tackled after brushing
Layer carries out quality testing, should be uniform without leakage brush, thickness, no sag etc..
After water-proof bond material 17 is sprayed, thick 15 1 layers of the butyl rubber plates of 2cm are laid on request, or conventional EVA prevents
Since water plate, arrange overhauling guidance tape, and overall ring laying, the laying of butyl rubber plate 15 should cover applying in punishment paragraph
Work is stitched（Ring is stitched）；
Rubber slab is performed finish after can carry out steel plate set arch 16 installation.Steel plate set 16 thickness of arch are 5mm, steel plate set
Fixed between arch 16 and tunnel-liner using chemical anchor bolts 13（As shown in Figure 6）, the rubber slab punching of crab-bolt bearing, hole week
Enclose and sealed with rubber blanket and fluid sealant or water-repellent paint application, it is ensured that its seal.Steel plate assembled rigid unit size can be according to construction
Actual conditions are carried out, can be with burst in being assembled outside hole, and sharding unit can be width 80cm, long 2.5 to 3 meters, specifically with convenient
Construction is advisable；Steel plate splicing can be spliced using edge-to-edge's form（As shown in Figure 7）；
Steel plate set 16 arch springings of arch are welded using pre-buried billet 21, and steel adjustment backing plate is used with original structure ground level
High-strength anchor bolt 22 is connected；Billet 21 is thick using the wide 2cm of 15cm, and billet 21 uses the high-strength anchorings of φ 20 with maintenance guidance tape
Bolt 22 is connected.After overall steel sleeve-board arch is installed, arch springing should be carried out to secondary casting concrete, bow member concrete is formed and consolidate
Determine pier 20（As shown in Figure 8）；Performing for anchor block is selected according to site examining and repairing guidance tape actual conditions；
5. after steel plate set arch is performed and finished, surface anticorrosion coating should be carried out（Tunnel decoration color）Implement, in addition should according to will
Installation is asked to reset related pipeline and light fixture.
Content of the present utility model is not limited to cited by embodiment, and those of ordinary skill in the art are new by reading this practicality
Type specification and any equivalent conversion taken technical solutions of the utility model, are claim institute of the present utility model
Cover.
Claims (7)
1. infiltration disposal system is reinforced in a kind of tunnel-liner, it is characterised in that：
In tunnel-liner（2）Existing cutting（7）The inverted trapezoidal groove of place's chiseling ring, to country rock in inverted trapezoidal groove（3）Between interior
Every the spilled water hole for setting radial direction（1）, in spilled water hole（1）Interior setting flexible porous tube（8）, inverted trapezoidal groove is interior to set the soft of ring
Water-permeable pipe（8）, the flexible porous tube of ring（8）With the flexible porous tube of radial direction（8）Pass through threeway（9）Connection；
The flexible porous tube of ring（8）In the cable trough gutter of bottom incoming tunnel.
2. infiltration disposal system is reinforced in a kind of tunnel-liner according to claim 1, it is characterised in that：
Tunnel-liner（2）The flexible porous tube of ring in inverted trapezoidal groove（8）On pour and be inoculated with epoxy resin mortar（6）, epoxy resin mortar（6）Table
Face is filled with cement-base infiltration crystallization loss circulation material（5）；
Cement-base infiltration crystallization loss circulation material（5）With lining cutting（2）Concordantly, surface is coated with high-elastic thick matter water-proof acrylic acid paint
（4）.
3. infiltration disposal system is reinforced in a kind of tunnel-liner according to claim 2, it is characterised in that：
The flexible porous tube of radial direction（8）Termination is by tightening steel wire（11）Colligation is closed.
4. infiltration disposal system is reinforced in a kind of tunnel-liner according to claim 3, it is characterised in that：
Flexible porous tube（8）With threeway（9）Junction be enclosed with non-woven fabrics（10）.
5. infiltration disposal system is reinforced in a kind of tunnel-liner according to claim 4, it is characterised in that：
The flexible porous tube of ring（8）In the cable trough gutter of bottom incoming tunnel, insulation material is provided with above termination
（12）.
6. infiltration disposal system is reinforced in a kind of tunnel-liner according to claim 5, it is characterised in that：
The construction joint of ring, construction joint external coating water-proof bond material are formd after the closing of inverted trapezoidal groove（17）, and lay fourth
Base rubber slab（15）, butyl rubber plate（15）Upper covering steel plate set arch（16）, pass through chemical anchor bolts（13）It is fixed, chemical anchor bolts
（13）Place is provided with anchor adhesive（14）It is used as sealing.
7. infiltration disposal system is reinforced in a kind of tunnel-liner according to claim 6, it is characterised in that：
Steel plate set arch（16）Pass through billet at arch springing（21）And High-strength anchor bolt（22）Fixed with tunnel original structure, on arch springing
Secondary casting concrete formation bow member concrete anchor block（20）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621393999.1U CN206319910U (en) | 2016-12-19 | 2016-12-19 | Infiltration disposal system is reinforced in a kind of tunnel-liner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621393999.1U CN206319910U (en) | 2016-12-19 | 2016-12-19 | Infiltration disposal system is reinforced in a kind of tunnel-liner |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206319910U true CN206319910U (en) | 2017-07-11 |
Family
ID=59267037
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621393999.1U Active CN206319910U (en) | 2016-12-19 | 2016-12-19 | Infiltration disposal system is reinforced in a kind of tunnel-liner |
Country Status (1)
| Country | Link |
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| CN (1) | CN206319910U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590752A (en) * | 2018-01-09 | 2018-09-28 | 中交路桥建设有限公司 | Draining repair system and its construction method after a kind of underdrain formula tunnel-liner |
| CN109404021A (en) * | 2018-12-25 | 2019-03-01 | 盾构及掘进技术国家重点实验室 | A kind of fault belt stratum quick supporting closing template |
| CN110486087A (en) * | 2019-08-07 | 2019-11-22 | 中电建十一局工程有限公司 | A kind of firewater system for vcehicular tunnel |
| CN111911168A (en) * | 2020-09-04 | 2020-11-10 | 石家庄铁道大学 | Construction method of shallow-buried and underground-excavated large-span tunnel and permanent support system |
| CN112012791A (en) * | 2020-09-04 | 2020-12-01 | 广西交通设计集团有限公司 | Hidden karst treatment method |
| CN112901222A (en) * | 2021-02-23 | 2021-06-04 | 中铁五局集团有限公司 | Treatment process for concrete water seepage cracks of inverted arch of tunnel |
-
2016
- 2016-12-19 CN CN201621393999.1U patent/CN206319910U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590752A (en) * | 2018-01-09 | 2018-09-28 | 中交路桥建设有限公司 | Draining repair system and its construction method after a kind of underdrain formula tunnel-liner |
| CN109404021A (en) * | 2018-12-25 | 2019-03-01 | 盾构及掘进技术国家重点实验室 | A kind of fault belt stratum quick supporting closing template |
| CN110486087A (en) * | 2019-08-07 | 2019-11-22 | 中电建十一局工程有限公司 | A kind of firewater system for vcehicular tunnel |
| CN111911168A (en) * | 2020-09-04 | 2020-11-10 | 石家庄铁道大学 | Construction method of shallow-buried and underground-excavated large-span tunnel and permanent support system |
| CN112012791A (en) * | 2020-09-04 | 2020-12-01 | 广西交通设计集团有限公司 | Hidden karst treatment method |
| CN112901222A (en) * | 2021-02-23 | 2021-06-04 | 中铁五局集团有限公司 | Treatment process for concrete water seepage cracks of inverted arch of tunnel |
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