CN106869999B - Tunnel drainage casing pipe for removing crystals and silts and use method thereof - Google Patents
Tunnel drainage casing pipe for removing crystals and silts and use method thereof Download PDFInfo
- Publication number
- CN106869999B CN106869999B CN201710173527.8A CN201710173527A CN106869999B CN 106869999 B CN106869999 B CN 106869999B CN 201710173527 A CN201710173527 A CN 201710173527A CN 106869999 B CN106869999 B CN 106869999B
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- pipe
- tunnel
- cleaning
- water
- rubber sleeve
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- 239000013078 crystal Substances 0.000 title claims abstract description 19
- 238000000034 method Methods 0.000 title claims abstract description 10
- 238000004140 cleaning Methods 0.000 claims abstract description 93
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 52
- 239000012528 membrane Substances 0.000 claims abstract description 6
- 239000007788 liquid Substances 0.000 claims description 9
- 238000005406 washing Methods 0.000 claims description 7
- 239000013049 sediment Substances 0.000 claims description 4
- 238000011010 flushing procedure Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 238000002425 crystallisation Methods 0.000 abstract description 3
- 230000008025 crystallization Effects 0.000 abstract description 3
- 230000002265 prevention Effects 0.000 abstract description 2
- 239000000126 substance Substances 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- BHPQYMZQTOCNFJ-UHFFFAOYSA-N Calcium cation Chemical compound [Ca+2] BHPQYMZQTOCNFJ-UHFFFAOYSA-N 0.000 description 1
- 102000003846 Carbonic anhydrases Human genes 0.000 description 1
- 108090000209 Carbonic anhydrases Proteins 0.000 description 1
- JLVVSXFLKOJNIY-UHFFFAOYSA-N Magnesium ion Chemical compound [Mg+2] JLVVSXFLKOJNIY-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910001424 calcium ion Inorganic materials 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 229910001425 magnesium ion Inorganic materials 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B08—CLEANING
- B08B—CLEANING IN GENERAL; PREVENTION OF FOULING IN GENERAL
- B08B9/00—Cleaning hollow articles by methods or apparatus specially adapted thereto
- B08B9/02—Cleaning pipes or tubes or systems of pipes or tubes
- B08B9/027—Cleaning the internal surfaces; Removal of blockages
- B08B9/032—Cleaning the internal surfaces; Removal of blockages by the mechanical action of a moving fluid, e.g. by flushing
- B08B9/0321—Cleaning the internal surfaces; Removal of blockages by the mechanical action of a moving fluid, e.g. by flushing using pressurised, pulsating or purging fluid
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a tunnel drainage sleeve for removing crystals and silts, and a using method thereof, belonging to the technical field of tunnel water prevention and drainage, and comprising a cleaning pipe and a rubber sleeve film; the cleaning pipe is a hollow pipe, the outer wall of the cleaning pipe is provided with a groove parallel to the axis of the cleaning pipe, and water outlet holes are formed in the groove at intervals along the axis direction of the cleaning pipe; the rubber sleeve film is wrapped outside the cleaning pipe, and anti-silt and water-permeable holes are formed in the rubber sleeve film; the cleaning pipe externally covered with the rubber sleeve membrane is arranged in the drainage pipe of the tunnel through a bracket. The position of the water outlet hole of the cleaning pipe and the position of the silt-proof water-permeable hole of the rubber sleeve film are arranged in a staggered mode. The invention can solve the problem of cleaning clogging of the drainage pipe during the operation of the tunnel, and can effectively prevent or reduce silt clogging or underground water crystallization clogging of the drainage pipe of the tunnel.
Description
Technical Field
The invention relates to the technical field of tunnel water drainage prevention, in particular to a tunnel water drainage sleeve for removing crystals and silted up substances and a using method thereof.
Background
At present, in a tunnel structure adopting a composite lining in the field of tunnel engineering, a drain pipe is usually laid between a primary support and a secondary lining, and comprises a circumferential drain pipe, a longitudinal drain pipe, a transverse drain pipe, a central ditch and the like, and is used for draining seepage water behind the secondary lining and a waterproof board so as to eliminate water pressure. However, during the operation of the tunnel, the lower part of the drain pipe is usually blocked due to silt and deposition brought by water seepage, as shown in the published literature, "problem of blocking the drain pipe in railway tunnel construction" (technical and market, 2015, vol 22, No. 4, page 80, and 2015, 4 months), which indicates that the tunnel drainage system is susceptible to the influence of silt and calcium crystals to form blockage, and the consequences of water pressure accumulation or water seepage due to cracking of the lining are pointed out. In tunnels constructed in karst development areas, underground water is usually rich in magnesium ions and calcium ions, and crystals are gradually formed at the bottom of water flow to block tunnel drainage pipes.
Because the tunnel finishes being built, the drain pipe is sealed behind the secondary lining usually, can't open lining structure with inspection and clearance drain pipe, so effectual desilting measure is less at present. A conventional countermeasure is to provide an inspection well and a grit chamber in the central gutter, but this can only clean the central gutter portion of the clogging. The local drain pipes on two sides of the lining are cleaned in a high-pressure water and high-pressure air mode, but the range of the drain pipes capable of being cleaned is limited. The measures can not effectively clear the blockage of the tunnel drainage system and restore the drainage capacity.
Aiming at the problem that the tunnel drain pipe is easy to block, some experts propose some methods: for example, published by Zhou et Ozhuo (university of Changan, Master's academic paper, pages 57-60, 6 months 2015), the patent paper "research and treatment suggestion for blocking tunnel drainage pipe by groundwater seepage crystallization in karst region" (university of Changan, Master's academic paper), proposes the measures of adopting chemical irrigation water-proof and chemical irrigation-electric anti-seepage technology, changing drainage gradient, putting carbonic anhydrase bacteria into tunnel drainage pipe, removing blockage by pressurization, and adding scale remover into tunnel. Zhao Zhan et al published patents in the field of clearing crystalline blockages of tunnel drains, such as patent 1 (publication No. CN104196563A, published Japanese 2014.12.10), patent 2 (publication No. CN104196564A, published Japanese 2014.12.10), and patent 3 (publication No. CN104196565A, published Japanese 2014.12.10), which disclose a structure for clearing crystalline blockages by arranging overflow pipes to observe the blockage of the drains, changing the water flow speed to prevent the generation of crystals, arranging spiral shafts in the drains, and the like. The above measures, or the problems of complex structure and incomplete clearing, or short-term effective effect, or the need of changing the structure of the tunnel, or high cost, generally cannot completely solve the problem of blockage of the drainage pipe of the tunnel at present.
Disclosure of Invention
The invention aims to solve the technical problem of providing a tunnel drainage sleeve for clearing away crystals and silts and a using method thereof, which solve the problem of clearing away silts of a drainage pipe during the operation of a tunnel so as to avoid or reduce silt blockage or underground water crystal blockage of the drainage pipe of the tunnel.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows:
a tunnel drainage sleeve for removing crystals and silts comprises a cleaning pipe, a rubber sleeve film and a bracket; the cleaning pipe is a hollow pipe, the outer wall of the cleaning pipe is provided with a groove parallel to the axis of the cleaning pipe, and water outlet holes are formed in the groove at intervals along the axis direction of the cleaning pipe; the rubber sleeve film is wrapped outside the cleaning pipe, and anti-silt and water-permeable holes are formed in the rubber sleeve film; the cleaning pipe externally coated with the rubber sleeve film is arranged in a drainage pipe of the tunnel through a bracket.
According to the scheme, the center of the bracket is a circular ring, the cleaning pipe coated with the rubber sleeve film is arranged in the circular ring, the periphery of the circular ring is uniformly provided with foot rests, and the end parts of the foot rests are provided with arc parts matched with the inner wall of the drainage pipe.
According to the scheme, the positions of the water outlet holes of the cleaning pipe and the positions of the silt-proof water permeable holes of the rubber sleeve film are staggered.
A method for using a tunnel drainage sleeve for removing crystals and silts is characterized in that:
step 1: sleeving a rubber sleeve film on the outer wall of the cleaning pipe, and installing brackets at intervals;
step 2: when an annular drain pipe, a transverse drain pipe and a longitudinal drain pipe are laid in the tunnel, a tunnel drain sleeve pipe provided with a bracket is inserted into the drain pipe in advance;
and step 3: installing an annular drain pipe, a transverse drain pipe and a longitudinal drain pipe, and reserving a joint part of a cleaning pipe at the outcrop position of the drain pipe in the tunnel side ditch;
and 4, step 4: after the tunnel lining is finished, a cleaning system water supply pipeline and a valve are arranged in the tunnel side ditch and connected with a cleaning pipe to form a cleaning system, and a water source is high-pressure clear water or cleaning liquid with certain pressure;
and 5: during the operation of the tunnel, cleaning water or cleaning liquid is input into a cleaning pipe in a drainage pipe of the tunnel by periodically opening a valve of a cleaning system, and is sprayed into the drainage pipe of the tunnel through a water outlet hole of the cleaning pipe and a silt-proof and water-permeable hole on a rubber sleeve membrane for washing, so that silt sediments or underground water crystals are dissolved and then are carried out into a side ditch of the tunnel;
step 6: and closing a valve of the cleaning system, and cleaning the cleaning flushing materials in the side ditch of the tunnel.
Compared with the prior art, the invention has the beneficial effects that: the type is simple, the installation is convenient, the rubber sleeve film covered outside the cleaning pipe can prevent sediment such as silt from invading the cleaning pipe but not influencing the outflow of the cleaning liquid; the cleaning of the drain pipe during the operation of the tunnel is rapid and convenient, the cleaning system is simple to maintain, the existing structural style of the tunnel is not required to be changed, and silt blockage or underground water crystallization blockage of the drain pipe of the tunnel can be effectively avoided or reduced.
Drawings
The embodiments of the invention will be further described with reference to the accompanying drawings, in which:
FIG. 1 is a schematic view of the construction of the cleaning tube of the present invention;
FIG. 2 is a schematic structural view of the cleaning tube covered with a rubber sleeve;
FIG. 3 is a schematic sectional view of the cleaning tube, rubber sleeve, bracket and drainage tube of the present invention after assembly;
FIG. 4 is a schematic view of a tunnel composite lining structure waterproof and drainage system;
fig. 5 is a schematic view of the construction of the present invention applied to a tunnel drainage system.
The explanation of each reference number in the figure is: 1-cleaning pipe, 2-pipe wall, 3-groove, 4-water outlet hole, 5-rubber sleeve film, 6-silt-proof water permeable hole, 7-bracket, 8-drainage pipe, 9-annular drainage pipe, 10-transverse drainage pipe, 11-longitudinal drainage pipe, 12-side ditch, 13-transverse cleaning loop, 14-sectional cleaning loop and 15-cleaning system water supply pipeline.
Detailed Description
The tunnel drainage sleeve is arranged in a drainage pipe 8 of a tunnel and comprises a cleaning pipe 1, a rubber sleeve 5 and a bracket 7. The cleaning tube 1 is a hollow rubber hose, a groove 3 parallel to the axis of the cleaning tube 1 is arranged on the outer side of the tube wall 2 of the cleaning tube 1, and water outlet holes 4 are formed in the groove 3 at intervals along the axis direction. In this embodiment, the outer wall of scavenge pipe 1 evenly is equipped with four recesses 3, and the specific quantity of recess 3 can set up according to actual conditions. Rubber sleeve membrane 5 parcel has been seted up on rubber sleeve membrane 5 in the outside of scavenge pipe 1, and the hole 6 that permeates water of preventing becoming silted up, the setting of staggering of the position of the apopore 4 of the position of the hole 6 that permeates water of preventing becoming silted up and scavenge pipe 1 can prevent like this that the silt in the drain pipe 8 from getting into scavenge pipe 1, can not hinder the water in the scavenge pipe 1 again and smoothly flow out. The cleaning pipe 1 coated with the rubber sleeve 5 is fixed in a drain pipe 8 of the tunnel through a bracket 7, and the cleaning pipe 1 is positioned at the axis position of the drain pipe 8. The center of the bracket 7 is a circular ring, the cleaning pipe 1 is arranged in the circular ring, the foot rests are uniformly arranged around the circular ring, the included angle between the foot rests is usually set to be 90 degrees or 120 degrees, and the end parts of the foot rests are provided with arc parts matched with the inner wall of the water drainage pipe 8. The carriers 7 may be arranged at intervals along the cleaning tube 1, or may be arranged continuously along the entire length of the cleaning tube 1.
The invention can clean the annular drain pipe 9, the transverse drain pipe 10 and the longitudinal drain pipe 11 in the tunnel composite lining. Insert the scavenge pipe 1 of having installed bracket 7 and having covered rubber sleeve membrane 5 in the hoop drain pipe 9 in tunnel, horizontal drain pipe 10, vertical drain pipe 11, the joint of scavenge pipe 1 is connected with the cleaning system water supply pipe 15 of setting in tunnel side ditch 12 to can set up the valve as required on cleaning system water supply pipe 15 and carry out flow control, the external high pressure water source of cleaning system water supply pipe 15 or washing liquid, the washing liquid is for dissolving the chemical solution of crystal. The single circumferential drain pipe 9 and the transverse drain pipe 10 can individually form one transverse washing loop 13, and the longitudinal drain pipes 11 can form a segmented washing loop 14 according to the distance of the arrangement of the transverse drain pipes 10.
The using method of the invention is as follows:
step 1: sleeving the rubber sleeve 5 on the outer wall of the cleaning pipe 1, and installing brackets 7 at intervals;
step 2: when the annular drain pipe 9, the transverse drain pipe 10 and the longitudinal drain pipe 11 are laid in the tunnel, a tunnel drain sleeve pipe provided with the bracket 7 is inserted into the drain pipe 8 in advance;
and step 3: installing a circumferential drain pipe 9, a transverse drain pipe 10 and a longitudinal drain pipe 11, and reserving a joint part of the cleaning pipe 1 at the outcrop position of the drain pipe 8 in the tunnel side ditch 12;
and 4, step 4: after the tunnel lining is finished, a cleaning system water supply pipeline 15 and a valve are arranged in the tunnel side ditch 12 and connected with a cleaning pipe 1 to form a cleaning system, and the water source is high-pressure clear water or cleaning liquid with certain pressure;
and 5: during the operation of the tunnel, cleaning water or cleaning liquid is input into the cleaning pipe 1 in the drain pipe 8 of the tunnel by periodically opening a valve of a cleaning system, sprayed into the tunnel drain pipe 8 through the water outlet hole 4 of the cleaning pipe 1 and the silt-proof and water-permeable hole 6 of the rubber sleeve film 5 for washing, and taken out into the side ditch 12 of the tunnel after sediment such as silt or underground water crystal is dissolved;
step 6: and closing the valve of the cleaning system, and cleaning the cleaning flushing materials in the tunnel side ditch 12.
By the method, a drainage system at the back of the tunnel lining can be regularly and comprehensively cleaned during tunnel operation, so that clogging is prevented.
Claims (4)
1. A tunnel drainage sleeve for removing crystals and silts is characterized in that: comprises a cleaning pipe (1) and a rubber sleeve film (5); the cleaning pipe (1) is a hollow pipe, a groove (3) parallel to the axis of the cleaning pipe (1) is formed in the outer wall of the cleaning pipe (1), and water outlet holes (4) are formed in the groove (3) at intervals along the axis direction of the cleaning pipe (1); the rubber sleeve film (5) is wrapped outside the cleaning pipe (1), and the rubber sleeve film (5) is provided with silt-proof water-permeable holes (6); the cleaning pipe (1) externally covered with the rubber sleeve film (5) is arranged in a drain pipe (8) of the tunnel through a bracket (7).
2. A tunnel drain casing for removing crystals and foulants according to claim 1, wherein: the center of the bracket (7) is a circular ring, the cleaning pipe (1) covered with the rubber sleeve film (5) is arranged in the circular ring, foot rests are uniformly arranged on the periphery of the circular ring, and the end parts of the foot rests are provided with arc parts matched with the inner wall of the drainage pipe (8).
3. A tunnel drain casing for removing crystals and foulants according to claim 1, wherein: the position of the water outlet hole (4) of the cleaning pipe (1) and the position of the silt-proof water-permeable hole (6) of the rubber sleeve film (5) are staggered.
4. A method for using a tunnel drainage sleeve for removing crystals and silts is characterized in that:
step 1: sleeving the rubber sleeve film (5) on the outer wall of the cleaning pipe (1), and installing brackets (7) at intervals;
step 2: when a circumferential drain pipe (9), a transverse drain pipe (10) and a longitudinal drain pipe (11) are laid in the tunnel, a tunnel drain sleeve pipe provided with a bracket (7) is inserted into the drain pipe (8) in advance;
and step 3: installing a circumferential drain pipe (9), a transverse drain pipe (10) and a longitudinal drain pipe (11), and reserving a joint part of the cleaning pipe (1) at the exposed part of the drain pipe (8) in the tunnel side ditch (12);
and 4, step 4: after the tunnel lining is finished, a cleaning system water supply pipeline (15) and a valve are arranged in the tunnel side ditch (12) and connected with a cleaning pipe (1) to form a cleaning system, and a water source is high-pressure clear water or cleaning liquid with certain pressure;
and 5: during the operation of the tunnel, cleaning water or cleaning liquid is input into a cleaning pipe (1) in a drain pipe (8) of the tunnel by periodically opening a valve of a cleaning system, and is sprayed into the tunnel drain pipe (8) through a water outlet (4) of the cleaning pipe (1) and a silt-proof water-permeable hole (6) on a rubber sleeve membrane (5) for washing, so that silt sediments or underground water crystals are dissolved and then are carried out to a side ditch (12) of the tunnel;
step 6: and closing a valve of the cleaning system, and cleaning the cleaning flushing materials in the tunnel side ditch (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710173527.8A CN106869999B (en) | 2017-03-22 | 2017-03-22 | Tunnel drainage casing pipe for removing crystals and silts and use method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710173527.8A CN106869999B (en) | 2017-03-22 | 2017-03-22 | Tunnel drainage casing pipe for removing crystals and silts and use method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106869999A CN106869999A (en) | 2017-06-20 |
| CN106869999B true CN106869999B (en) | 2020-01-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710173527.8A Active CN106869999B (en) | 2017-03-22 | 2017-03-22 | Tunnel drainage casing pipe for removing crystals and silts and use method thereof |
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| CN108252293A (en) * | 2018-01-22 | 2018-07-06 | 河海大学 | Can dredging in situ drainage pipe and its application method |
| CN109681271B (en) * | 2019-01-04 | 2021-01-08 | 交通运输部公路科学研究所 | Method for arranging circumferential drainage pipes of pre-buried tunnel |
| CN111365070B (en) * | 2020-03-30 | 2024-04-19 | 中铁二院工程集团有限责任公司 | Tunnel drain pipe crystallization prevention and control system and prevention and control method |
| CN112252458A (en) * | 2020-10-28 | 2021-01-22 | 石家庄铁道大学 | Prevent that permanent magnetism ization that crystallization blockked up can wash tunnel drainage system |
| CN112459835A (en) * | 2020-11-24 | 2021-03-09 | 中国地质大学（武汉） | Device for preventing crystal blockage of tunnel drainage system in karst area |
| CN112648011A (en) * | 2021-01-25 | 2021-04-13 | 成都和拓土木工程有限公司 | Siphon rapid drainage anti-crystallization blind pipe and installation method thereof |
| CN113431981B (en) * | 2021-07-09 | 2022-06-14 | 重庆交通大学 | Prevent tunnel drain pipe of crystallization jam |
| CN116695746B (en) * | 2023-06-25 | 2024-05-14 | 四川省华地建设工程有限责任公司 | System and method for preventing and controlling groundwater on filling side slope |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4825900A (en) * | 1988-04-04 | 1989-05-02 | George Tash | Valve assembly for a pipe flushing device |
| EP1264630A2 (en) * | 2001-06-05 | 2002-12-11 | Withdeal Limited | Mixing apparatus |
| CN2880284Y (en) * | 2006-03-27 | 2007-03-21 | 腾凤阁 | Jet-flow pipe cleaning device |
| CN203400906U (en) * | 2013-06-08 | 2014-01-22 | 湖州千兴不锈钢管业有限公司 | Cleaning head for cleaning inner wall of small-diameter pipe |
| CN204082211U (en) * | 2014-09-26 | 2015-01-07 | 廖勇 | Dewatering installation and tunnel drainage system |
| CN206625869U (en) * | 2017-03-22 | 2017-11-10 | 西南交通大学 | A kind of tunnel drainage sleeve pipe for being used to remove crystallization and silting thing |
-
2017
- 2017-03-22 CN CN201710173527.8A patent/CN106869999B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4825900A (en) * | 1988-04-04 | 1989-05-02 | George Tash | Valve assembly for a pipe flushing device |
| EP1264630A2 (en) * | 2001-06-05 | 2002-12-11 | Withdeal Limited | Mixing apparatus |
| CN2880284Y (en) * | 2006-03-27 | 2007-03-21 | 腾凤阁 | Jet-flow pipe cleaning device |
| CN203400906U (en) * | 2013-06-08 | 2014-01-22 | 湖州千兴不锈钢管业有限公司 | Cleaning head for cleaning inner wall of small-diameter pipe |
| CN204082211U (en) * | 2014-09-26 | 2015-01-07 | 廖勇 | Dewatering installation and tunnel drainage system |
| CN206625869U (en) * | 2017-03-22 | 2017-11-10 | 西南交通大学 | A kind of tunnel drainage sleeve pipe for being used to remove crystallization and silting thing |
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| Publication number | Publication date |
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| CN106869999A (en) | 2017-06-20 |
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