CN109653795A - A kind of tunnel crystallization control method - Google Patents

A kind of tunnel crystallization control method Download PDF

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Publication number
CN109653795A
CN109653795A CN201811325363.7A CN201811325363A CN109653795A CN 109653795 A CN109653795 A CN 109653795A CN 201811325363 A CN201811325363 A CN 201811325363A CN 109653795 A CN109653795 A CN 109653795A
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CN
China
Prior art keywords
tunnel
blind pipe
dredging
parts
stain resistant
Prior art date
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Granted
Application number
CN201811325363.7A
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Chinese (zh)
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CN109653795B (en
Inventor
陈蒙
王建
王姣
吕万青
邓权强
胡京涛
郑伟
徐锡江
郑杰元
巩江峰
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.)
TIEKE CHUANGHENG NEW MATERIAL TECHNOLOGY Co.,Ltd.
Railway Engineering Research Institute of CARS
Original Assignee
ANHUI ZHONGKE BRILLIANT ENERGY-SAVING TECHNOLOGY Co Ltd
Jiangxi Yunteng Engineering Materials Co Ltd
SICHUAN RUITIE TECHNOLOGY Co Ltd
Tieke Chuangheng New Material Science And Technology Anhui Co Ltd
A New Constant Of Mstar Technology Ltd
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Application filed by ANHUI ZHONGKE BRILLIANT ENERGY-SAVING TECHNOLOGY Co Ltd, Jiangxi Yunteng Engineering Materials Co Ltd, SICHUAN RUITIE TECHNOLOGY Co Ltd, Tieke Chuangheng New Material Science And Technology Anhui Co Ltd, A New Constant Of Mstar Technology Ltd filed Critical ANHUI ZHONGKE BRILLIANT ENERGY-SAVING TECHNOLOGY Co Ltd
Priority to CN201811325363.7A priority Critical patent/CN109653795B/en
Publication of CN109653795A publication Critical patent/CN109653795A/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F16/00Drainage
    • E21F16/02Drainage of tunnels
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
    • C09D127/00Coating compositions based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by a halogen; Coating compositions based on derivatives of such polymers
    • C09D127/02Coating compositions based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by a halogen; Coating compositions based on derivatives of such polymers not modified by chemical after-treatment
    • C09D127/12Coating compositions based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by a halogen; Coating compositions based on derivatives of such polymers not modified by chemical after-treatment containing fluorine atoms
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
    • C09D5/00Coating compositions, e.g. paints, varnishes or lacquers, characterised by their physical nature or the effects produced; Filling pastes
    • C09D5/16Antifouling paints; Underwater paints
    • C09D5/1687Use of special additives
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F9/00Arrangements or fixed installations methods or devices for cleaning or clearing sewer pipes, e.g. by flushing
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K3/00Use of inorganic substances as compounding ingredients
    • C08K3/18Oxygen-containing compounds, e.g. metal carbonyls
    • C08K3/24Acids; Salts thereof
    • C08K3/26Carbonates; Bicarbonates
    • C08K2003/265Calcium, strontium or barium carbonate

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Wood Science & Technology (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

The invention discloses a kind of tunnels to crystallize control method, comprising: (1) prevention to new tunneling: the draining blind pipe inner wall brushing stain resistant coating in tunnel, while installing U-shaped sealer in the end point of drainage pipeline;(2) improvement to the tunnel that completed: for having the tunnel of dredging condition, draining blind pipe is dredged using dredging machine, lateral sulcus water outlet is adjusted the distance after the completion of dredging not less than brushing stain resistant coating in the transverse drainage blind pipe at 1m, and U-shaped sealer is installed in transverse drainage blind pipe end point;For not having dredging condition pipeline, drain hole is beaten in lateral sulcus water outlet, and tapping pipe is installed in drain hole.The advantage of the invention is that efficiently solving the crystallisation problems of tunneling drain by the precautionary measures to new tunneling and to the control measures in the tunnel that completed, tunnel structure safety, reliability, durability and operation security service life have been ensured.

Description

A kind of tunnel crystallization control method
Technical field
The present invention relates to tunnel water handling technical fields, and in particular to a kind of tunnel crystallization control method.
Background technique
The drainage system in tunnel is the important link during tunnel construction, normal use and safe operation.With railway tunnel For road, drainage system is directly related to the success or failure of Concerning Railway Tunnel Construction and the performance using function.Currently, in railway tunnel The drainage system of cast-in-place concrete is generallyd use, percolating water is the Major Diseases type in China railways tunnel, and 70% or so exists Different degrees of percolating water phenomenon, leakage is serious to account for about 30%.Especially since the factors such as concrete material, construction influence, The main reason for tunnel drainage blind pipe Crystallization Plugging, ditch siltation etc. cause drainage system failure to be the formation of railway tunnel water damage.
In the prior art, draining blind pipe is commonly used as tunnel entirety waterproof and water drainage system limb, as shown in Figure 1, showing The structure chart of tunnel waterproof and water drainage system comprising arch bottom draining blind pipe 1, circle draining blind pipe 2, longitudinal drainage blind pipe 3, laterally row Water blind pipe 4 and center drain blind pipe 5, further include two lateral sulcus 6.Prevent however, the Crystallization Plugging of draining blind pipe will lead to tunnel Drainage system global failure, and then lead to a series of diseases such as lining cutting pressure-bearing cracking, seam leakage, to seriously affect tunnel knot Structure safety, reliability, durability and operation security.
Summary of the invention
The purpose of the present invention is to provide a kind of tunnels to crystallize control method, passes through the precautionary measures to new tunneling And the control measures to the tunnel that completed, efficiently solve the crystallisation problems of tunneling drain.
The present invention through the following technical solutions to achieve the above objectives:
A kind of tunnel crystallization control method, including
(1) prevention to new tunneling:
Draining blind pipe inner wall brushing stain resistant coating in tunnel, at the same it is U-shaped close in the installation of the end point of drainage pipeline Seal device;
(2) improvement to the tunnel that completed:
For having the tunnel of dredging condition, using dredging machine to draining blind pipe dredge, dredging machine using water as medium, It is dredged using high pressure water mode, lateral sulcus water outlet of adjusting the distance after the completion of dredging is resistance to not less than brushing in the transverse drainage blind pipe at 1m Coating is stain, and U-shaped sealer is installed in transverse drainage blind pipe end point;
For not having dredging condition pipeline, drain hole is beaten in lateral sulcus water outlet, and tapping pipe is installed in drain hole, The inner wall brushing stain resistant coating of the tapping pipe, and blocked at sluicing pipe port using quick hardening cement or Anchor Agent, lateral sulcus It destroys part to repair using concrete, installs and U-shaped sealer is installed in tapping pipe water outlet end after tapping pipe.
Further improvement lies in that the draining blind pipe is blind including arch bottom draining blind pipe, circle draining blind pipe, longitudinal drainage Pipe, transverse drainage blind pipe and center drain blind pipe.
Further improvement lies in that the stain resistant coating is made of PE glue bottom and stain resistant surface layer, the PE glue bottom For the bonding in draining blind pipe inner wall brushing, for stain resistant surface layer;
The production raw material of the PE glue bottom includes 20-30 parts of PE glue, 1-3 parts of defoaming agent, coalescing agent in parts by weight 5-10 parts and dimethylbenzene 65-76 parts;
The production raw material of stain resistant surface layer includes 40-45 parts of fluorine carbon emulsion, fluorine richness organic siliconresin 12- in parts by weight 18 parts, 5-8 parts of powdered whiting, 1-3 parts of defoaming agent, 4-8 parts of coalescing agent, 3-8 parts of stain resistant auxiliary agent.
Further improvement lies in that the U-shaped sealer includes adapter, nut, elbow and U-shaped sealer ontology;
The adapter front end is connected at the discharge outlet of tunnel drainage pipeline, and the outer diameter of adapter rear end is equal to nut Internal diameter, and adapter rear end is equipped with external screw thread, the nut is equipped with internal screw thread, forms screw thread in adapter rear end precession nut and connect It connects;
The outer diameter of the elbow front end is slightly less than the outer diameter of nut, and elbow front end is equipped with the raised line to turn up, nut rear end Strip equipped with varus, the raised line and strip are made of two symmetrical 1/4 arc structures, and the elbow front end puts in spiral shell After in cap, rotates 90 ° of formation and snap connection;
The U-shaped sealer ontology and elbow are integrally formed, and the inlet and outlet of U-shaped sealer ontology are concordant.
Further improvement lies in that the dredging machine selection includes the dredging machine of endoscope, endoscope is used before dredging Situation in drainage pipeline is observed and recorded, effectively dredging scheme is designed, dredges effect using endoscopic observation after the completion of dredging.
Further improvement lies in that the drain hole at least punctures the country rock 0.5m in tunnel.
The beneficial effects of the present invention are: pass through the precautionary measures to new tunneling and the improvement to the tunnel that completed Measure efficiently solves the crystallisation problems of tunneling drain, has ensured tunnel structure safety, reliability, durability and operation Safe life.
Detailed description of the invention
Fig. 1 is the cross-section diagram of tunnel waterproof and water drainage system;
Fig. 2 is U-shaped sealer scheme of installation in the tunnel for have dredging condition;
Fig. 3 is not have tapping pipe and U-shaped sealer scheme of installation in the tunnel of dredging condition;
Fig. 4 is the structural schematic diagram of U-shaped sealer;
In figure: 1- encircles bottom and drains blind pipe, 2- circle draining blind pipe, 3- longitudinal drainage blind pipe, 4- transverse drainage blind pipe, in 5- The heart drains blind pipe, 6- lateral sulcus, 7-U type sealer, 71- adapter, 72- nut, 73- elbow, 74-U type sealer ontology, 75- Raised line, 76- strip, 8- drain hole, 9- tapping pipe.
Specific embodiment
The application is described in further detail with reference to the accompanying drawing, it is necessary to it is indicated herein to be, implement in detail below Mode is served only for that the application is further detailed, and should not be understood as the limitation to the application protection scope, the field Technical staff can make some nonessential modifications and adaptations to the application according to above-mentioned application content.
A kind of tunnel crystallization control method, is divided into prevention and administers two systems:
(1) prevention to new tunneling:
Draining blind pipe inner wall brushing stain resistant coating in tunnel, at the same it is U-shaped close in the installation of the end point of drainage pipeline Seal device 7.Installation site be included in arch bottom draining blind pipe 1, circle draining blind pipe 2, longitudinal drainage blind pipe 3, transverse drainage blind pipe 4 with And the end of center draining blind pipe 5, specific mounting means illustrate below with reference to specific U-shaped 7 example structure of sealer.
(2) improvement to the tunnel that completed:
As shown in Fig. 2, being dredged using dredging machine to draining blind pipe, dredging machine for the tunnel for having dredging condition It using water as medium, is dredged using high pressure water mode, dredging machine selection includes the dredging machine of endoscope, is peeped before dredging using interior Sem observation records situation in drainage pipeline, designs effectively dredging scheme, dredges effect using endoscopic observation after the completion of dredging. 6 water outlet of lateral sulcus is adjusted the distance after the completion of dredging not less than brushing stain resistant coating in the transverse drainage blind pipe 4 at 1m, and in transverse direction It drains 4 end point of blind pipe and U-shaped sealer 7 is installed.
As shown in figure 3, beating drain hole 8 in 6 water outlet of lateral sulcus, drain hole 8 is at least hit for not having dredging condition pipeline The country rock 0.5m in tunneling road, and tapping pipe 9 is installed in drain hole 8, the inner wall brushing stain resistant coating of tapping pipe 9, and It is blocked at 9 port of tapping pipe using quick hardening cement or Anchor Agent, lateral sulcus 6 is destroyed part and repaired using concrete, and sluicing is installed End is discharged in tapping pipe 8 after pipe 8, and U-shaped sealer 7 is installed.
By the precautionary measures to new tunneling and to the control measures in the tunnel that completed, tunnel row is efficiently solved The crystallisation problems of water pipe have ensured tunnel structure safety, reliability, durability and operation security service life.
Structure as one embodiment, stain resistant coating are made of PE glue bottom and stain resistant surface layer, PE glue bottom be Drain the brushing of blind pipe inner wall, the bonding for stain resistant surface layer;The production raw material of PE glue bottom includes PE glue 20- in parts by weight 30 parts, 1-3 parts of defoaming agent, 5-10 parts of coalescing agent and 65-76 parts of dimethylbenzene;The production raw material of stain resistant surface layer is in parts by weight Including 40-45 parts of fluorine carbon emulsion, 12-18 parts of fluorine richness organic siliconresin, 5-8 parts of powdered whiting, 1-3 parts of defoaming agent, film forming 4-8 parts of auxiliary agent, 3-8 parts of stain resistant auxiliary agent.
Preferably, the production raw material of PE glue bottom includes 25 parts of PE glue, 3 parts of defoaming agent, 7 parts of coalescing agent in parts by weight With 70 parts of dimethylbenzene;The production raw material of stain resistant surface layer includes 42 parts of fluorine carbon emulsion, fluorine richness organic siliconresin in parts by weight 15 parts, 7 parts of powdered whiting, 2 parts of defoaming agent, 6 parts of coalescing agent, 5 parts of stain resistant auxiliary agent.Its making step are as follows: first by PE glue Bottom prepares 750 turns/min of material high speed dispersion after mixing, and it is spare to stand 1h;Stain resistant surface layer is prepared into material again 1200 turns/min high speed dispersion after mixing, stands 1h, and is the film layer with nanocrystailine microstructures by mixing treatment, standby With;Micrometer structure is etched in pipe inner wall using hydrofluoric acid etch liquid, and makes to be evenly distributed with protrusion on micrometer structure, it is described The area of protrusion is 5 μm2, it is highly 0.1 μm;In the inner wall surface brushing PE glue bottom with micrometer structure, to do solid work for 24 hours, Nanostructure is etched on the surface of PE glue base coat using hf etching liquid again, and makes to be evenly distributed in nanostructure Protrusion, the area of the protrusion are 0.5nm2, it is highly 1.5nm;It is applied on the surface of the PE glue base coat with nanostructure Brush stain resistant surface layer, to do solid work for 24 hours.
As shown in figure 4, structure, U-shaped sealer 7 include adapter 71, nut 72, elbow 73 and U as one embodiment Type sealer ontology 74;71 front end of adapter is connected at the discharge outlet of tunnel drainage pipeline, the outer diameter etc. of 71 rear end of adapter In the internal diameter of nut 72, and 71 rear end of adapter is equipped with external screw thread, and nut 72 is equipped with internal screw thread, 71 rear end precession nut of adapter It is formed and is threadedly coupled in 72;The outer diameter of 73 front end of elbow is slightly less than the outer diameter of nut 72, and 73 front end of elbow is convex equipped with turning up Item 75,72 rear end of nut are equipped with the strip 76 of varus, and raised line 75 and strip 76 are made of two symmetrical 1/4 arc structures, After 73 front end of elbow is put in nut 72, rotates 90 ° of formation and snap connection;U-shaped sealer ontology 74 is integrally formed with elbow 73, And the inlet and outlet of U-shaped sealer ontology 74 are concordant.
In addition, after being sequentially connected before and after adapter 71, nut 72 and elbow 73,71 rear end of adapter and 73 front end of elbow It abuts, and is equipped with sealing ring 77 in contact position.During installation, elbow 73 is first reached into 72 rear end of nut, rotates 90 °, Raised line 75 is set to go to the inside of strip 76, such elbow 73 cannot be extracted out;It is put into sealing ring 77 from 72 front end of nut again, is taken In the end of elbow 73;Then adapter 71 is screw into the front end of nut 72, and push against adapter 71 and elbow 73, is guaranteed Airtightness;Adapter 71 is finally connected to the tail end of tunnel drainage pipeline, and guarantees that U-shaped sealer ontology 74 is vertically-mounted, Bending part is downward.Drainage pipeline in this way can retain a Duan Shuizhu in draining in U-shaped sealer ontology 74, the later period regardless of It is when draining or not draining, water column can will come in pipe with outside air isolation, avoid in tunnel in water quality and air CO2Generation crystallization react to block drainage pipeline.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously Limitations on the scope of the patent of the present invention therefore cannot be interpreted as.It should be pointed out that for those of ordinary skill in the art For, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to guarantor of the invention Protect range.

Claims (6)

1. a kind of tunnel crystallizes control method, it is characterised in that: including
(1) prevention to new tunneling:
Draining blind pipe inner wall brushing stain resistant coating in tunnel, while U-shaped sealer being installed in the end point of drainage pipeline (7);
(2) improvement to the tunnel that completed:
For having the tunnel of dredging condition, draining blind pipe is dredged using dredging machine, dredging machine is used using water as medium High pressure water mode is dredged, and lateral sulcus (6) water outlet of adjusting the distance after the completion of dredging is not less than brushing in the transverse drainage blind pipe (4) at 1m Stain resistant coating, and U-shaped sealer (7) is installed in transverse drainage blind pipe (4) end point;
For not having dredging condition pipeline, in lateral sulcus (6), water outlet is beaten drain hole (8), and is equipped with and is let out in drain hole (8) Water pipe (9), the inner wall brushing stain resistant coating of the tapping pipe (9), and quick hardening cement or anchor are used at tapping pipe (9) port Gu agent blocks, lateral sulcus (6) is destroyed part and is repaired using concrete, is pacified after installing tapping pipe (8) in tapping pipe (8) water outlet end Fill U-shaped sealer (7).
2. a kind of tunnel according to claim 1 crystallizes control method, it is characterised in that: the draining blind pipe includes arch bottom It drains blind pipe (1), circle draining blind pipe (2), longitudinal drainage blind pipe (3), transverse drainage blind pipe (4) and center and drains blind pipe (5)。
3. a kind of tunnel according to claim 1 crystallizes control method, it is characterised in that: the stain resistant coating is by PE glue Bottom and stain resistant surface layer composition, the PE glue bottom are the bonding in draining blind pipe inner wall brushing, for stain resistant surface layer;
The production raw material of the PE glue bottom includes 20-30 parts of PE glue, 1-3 parts of defoaming agent, coalescing agent 5-10 in parts by weight Part and dimethylbenzene 65-76 parts;
The production raw material of stain resistant surface layer includes 40-45 parts of fluorine carbon emulsion, fluorine richness organic siliconresin 12-18 in parts by weight Part, 5-8 parts of powdered whiting, 1-3 parts of defoaming agent, 4-8 parts of coalescing agent, 3-8 parts of stain resistant auxiliary agent.
4. a kind of tunnel according to claim 1 crystallizes control method, it is characterised in that: the U-shaped sealer (7) includes Adapter (71), nut (72), elbow (73) and U-shaped sealer ontology (74);
Adapter (71) front end is connected at the discharge outlet of tunnel drainage pipeline, and the outer diameter of adapter (71) rear end is equal to spiral shell The internal diameter of cap (72), and adapter (71) rear end is equipped with external screw thread, the nut (72) is equipped with internal screw thread, adapter (71) rear end It is formed and is threadedly coupled in precession nut (72);
The outer diameter of elbow (73) front end is slightly less than the outer diameter of nut (72), and elbow (73) front end is equipped with the raised line to turn up (75), nut (72) rear end is equipped with the strip (76) of varus, the raised line (75) and strip (76) by two symmetrical 1/4 circles Arc structure composition rotates 90 ° of formation and snaps connection after elbow (73) front end is put in nut (72);
The U-shaped sealer ontology (74) and elbow (73) are integrally formed, and the water inlet of U-shaped sealer ontology (74) and water outlet Mouth is concordant.
5. a kind of tunnel according to claim 1 crystallizes control method, it is characterised in that: the dredging machine, which is selected, includes The dredging machine of endoscope designs effectively dredging scheme, is dredging using situation in endoscopic observation record drainage pipeline before dredging Effect is dredged using endoscopic observation after the completion of logical.
6. a kind of tunnel according to claim 1 crystallizes control method, it is characterised in that: the drain hole (8) is at least hit The country rock 0.5m in tunneling road.
CN201811325363.7A 2018-11-08 2018-11-08 Tunnel crystallization prevention and control method Active CN109653795B (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111365070A (en) * 2020-03-30 2020-07-03 中铁二院工程集团有限责任公司 Tunnel drain pipe crystallization prevention system and prevention method
CN113898406A (en) * 2021-08-30 2022-01-07 中铁第四勘察设计院集团有限公司 Structure for preventing crystallization blockage of railway tunnel blind pipe
CN115030130A (en) * 2022-07-06 2022-09-09 中国十七冶集团有限公司 Construction method for reducing crystallization device of high slope drainage system
CN115160926A (en) * 2022-08-10 2022-10-11 四川晟达铁科新型建材有限公司 Two-component super-hydrophobic coating and application thereof in crystallization-preventing drainage blind pipe

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0722038A1 (en) * 1995-01-13 1996-07-17 Bilfinger + Berger Bauaktiengesellschaft Tunnel drainage system
CN104196564A (en) * 2014-08-15 2014-12-10 重庆国翔新材料有限公司 Tunnel drainage system and disposal method for crystal blockage of tunnel
CN204041113U (en) * 2014-08-15 2014-12-24 重庆国翔新材料有限公司 A kind of drainage system being convenient to observation tunnel crystallization
CN204983060U (en) * 2015-09-09 2016-01-20 佛山市日丰企业有限公司 U type trap
CN207470852U (en) * 2017-11-03 2018-06-08 广东领卓能源科技有限公司 A kind of automatic unidirectional tapping valve
CN108412545A (en) * 2018-05-16 2018-08-17 中国铁道科学研究院铁道建筑研究所 A kind of tunnel crystallization-preventive drainage system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0722038A1 (en) * 1995-01-13 1996-07-17 Bilfinger + Berger Bauaktiengesellschaft Tunnel drainage system
CN104196564A (en) * 2014-08-15 2014-12-10 重庆国翔新材料有限公司 Tunnel drainage system and disposal method for crystal blockage of tunnel
CN204041113U (en) * 2014-08-15 2014-12-24 重庆国翔新材料有限公司 A kind of drainage system being convenient to observation tunnel crystallization
CN204983060U (en) * 2015-09-09 2016-01-20 佛山市日丰企业有限公司 U type trap
CN207470852U (en) * 2017-11-03 2018-06-08 广东领卓能源科技有限公司 A kind of automatic unidirectional tapping valve
CN108412545A (en) * 2018-05-16 2018-08-17 中国铁道科学研究院铁道建筑研究所 A kind of tunnel crystallization-preventive drainage system

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111365070A (en) * 2020-03-30 2020-07-03 中铁二院工程集团有限责任公司 Tunnel drain pipe crystallization prevention system and prevention method
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
CN113898406A (en) * 2021-08-30 2022-01-07 中铁第四勘察设计院集团有限公司 Structure for preventing crystallization blockage of railway tunnel blind pipe
CN113898406B (en) * 2021-08-30 2024-01-02 中铁第四勘察设计院集团有限公司 Structure for preventing crystallization blockage of blind pipe of railway tunnel
CN115030130A (en) * 2022-07-06 2022-09-09 中国十七冶集团有限公司 Construction method for reducing crystallization device of high slope drainage system
CN115160926A (en) * 2022-08-10 2022-10-11 四川晟达铁科新型建材有限公司 Two-component super-hydrophobic coating and application thereof in crystallization-preventing drainage blind pipe
CN115160926B (en) * 2022-08-10 2024-03-29 中铁二院昆明勘察设计研究院有限责任公司 Double-component super-hydrophobic coating and application thereof in crystallization-preventing drainage blind pipe

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