CN110117984A - Concrete duct settles method for repairing seepage - Google Patents

Concrete duct settles method for repairing seepage Download PDF

Info

Publication number
CN110117984A
CN110117984A CN201910386337.3A CN201910386337A CN110117984A CN 110117984 A CN110117984 A CN 110117984A CN 201910386337 A CN201910386337 A CN 201910386337A CN 110117984 A CN110117984 A CN 110117984A
Authority
CN
China
Prior art keywords
parts
pipe
seepage
component
wall
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.)
Pending
Application number
CN201910386337.3A
Other languages
Chinese (zh)
Inventor
王福州
刘建秀
姚学同
贾金朋
王婧
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.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201910386337.3A priority Critical patent/CN110117984A/en
Publication of CN110117984A publication Critical patent/CN110117984A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/10Lime cements or magnesium oxide cements
    • 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
    • C09D4/00Coating compositions, e.g. paints, varnishes or lacquers, based on organic non-macromolecular compounds having at least one polymerisable carbon-to-carbon unsaturated bond ; Coating compositions, based on monomers of macromolecular compounds of groups C09D183/00 - C09D183/16
    • C09D4/06Organic non-macromolecular compounds having at least one polymerisable carbon-to-carbon unsaturated bond in combination with a macromolecular compound other than an unsaturated polymer of groups C09D159/00 - C09D187/00
    • 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
    • C09D7/00Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
    • C09D7/40Additives
    • C09D7/60Additives non-macromolecular
    • C09D7/63Additives non-macromolecular organic
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09JADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
    • C09J11/00Features of adhesives not provided for in group C09J9/00, e.g. additives
    • C09J11/02Non-macromolecular additives
    • C09J11/04Non-macromolecular additives inorganic
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09JADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
    • C09J133/00Adhesives 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 only one carboxyl radical, or of salts, anhydrides, esters, amides, imides, or nitriles thereof; Adhesives based on derivatives of such polymers
    • C09J133/04Homopolymers or copolymers of esters
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/06Methods of, or installations for, laying sewer pipes
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00637Uses not provided for elsewhere in C04B2111/00 as glue or binder for uniting building or structural materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, i.e. waterproof or water-repellent materials
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/06Methods of, or installations for, laying sewer pipes
    • E03F2003/065Refurbishing of sewer pipes, e.g. by coating, lining

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Structural Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Hydrology & Water Resources (AREA)
  • Health & Medical Sciences (AREA)
  • Sealing Material Composition (AREA)

Abstract

The invention discloses a kind of concrete ducts to settle method for repairing seepage, it is related to pipeline rehabilitation field, the following steps are included: step 1: cleaning inner wall of the pipe, in the position bottom hole of connector sedimentation, polyurethane injecting paste material is injected in hole, after the completion of injection, inserted in the hole with expansion water-stop rubber stopper;Step 2: after treated in step 2 pipeline deviation rectification, then the high-intensitive impervious mortar of filling in pipe joint gap correspond to seam crossing and passes through binder sealing rubber belt with bond in inner wall of the pipe;Step 3: inner wall of the pipe that treated in step 2 has serious crackle and dew muscle portion position spraying water proof anti-seepage special sizing agent, dodges solidifying slurry YY16 or two component polyurethane YY17 for the spraying of local leak source;Step 4: bonding compound water-proof by binder in inner wall of the pipe that treated in step 3, can greatly improve the sealing performance of liner, and the service life for extending pipeline is particularly suitable for the reparation of buried concrete pipeline, cast-iron pipe etc..

Description

Concrete duct settles method for repairing seepage
Technical field
The present invention relates to pipeline rehabilitation fields, the more particularly, to restorative procedure of concrete duct sedimentation leakage.
Background technique
Concrete duct and PCCP concrete duct, because cheap, the municipal plumbing field largely applied, It is buried to underground, is used as conveying water supply and draining.But over time, the disease of concrete duct more and more exposes Out, it is mainly shown as that joint sealing is unreliable, is easy leakage, instant PCCP steel drum prestressed concrete pipe road, connector uses The reliability of bell and spigot, sealing is also high;In addition, bodies splittable leaks, main cause is that concrete is not impervious coagulation Soil, water are contacted through concrete cover with the reinforcing bar of inner barrel or steel drum, and after of long duration, the pH value of concrete cover subtracts It is weak, lose the protective effect to internal reinforcing bar or steel plate.Protective layer, must to play the protective effect to internal reinforcing bar and steel plate It need ask protective layer that there is certain intensity and impermeability, otherwise its protective effect will be temporary, once lasting water penetrates into The inside concrete of protective layer will lead to pH value and decrease up to neutrality, to lose the protective effect institute to interior metal building With the various defect problems of appearance of the concrete duct of 10 years inbuilt undergrounds of China all one by one now, so as to cause infiltration Leakage takes place frequently.Concrete duct leakage is mainly caused by two parts, first is that the Seal Design reliability of pipe joint is very low, it is slightly heavy Drop occurs, and will cause to leak;Second is that tube body concrete pouring quality is bad or steam enters concrete, cause interior metal Building corrosion expansion, causes concrete to fall off, and then cause leak.If concrete duct is used as conveying sewage, because seeping Leakage causes underground water pollution;If being used to convey water supply, it will cause flow loss.
Summary of the invention
The problem of being easy sedimentation, leakage present invention aim to address existing concrete duct, can greatly improve interior The sealing performance of lining, the service life for extending pipeline are particularly suitable for buried concrete pipeline, PCCP pipeline, cast-iron pipe etc. Reparation.
In order to achieve the goal above, the technical solution adopted by the present invention is that: a kind of concrete duct sedimentation leakage reparation side Method, comprising the following steps:
Step 1: pipeline leveling, first cleaning inner wall of the pipe inject YY-21 in the position bottom hole of connector sedimentation in hole Polyurethane injecting paste material, after the completion of injection, after the concrete duct wait settle is promoted to the same horizontal position, with expansion water-stop rubber Rubber plug inserts in the hole;
Step 2: pipeline junction reparation after treated in step 1 pipeline deviation rectification, is filled out in pipe joint gap Filling high-intensitive impervious mortar, then correspond to seam crossing in inner wall of the pipe passes through redundancy waterproof adhesive sealing rubber belt with bond;
Step 3: inner wall of the pipe reparation, inner wall of the pipe that treated in step 1 have crackle and dew muscle portion position spraying waterproof anti- Special sizing agent is seeped, sprays two component polyurethane for local leak source;
Step 4: being coated with protective layer, multiple by redundancy waterproof adhesive bonding in inner wall of the pipe that treated in step 3 Close splash guard.
In order to advanced optimize the present invention, following technical scheme can be preferentially selected:
Preferably, the pore diameter range in the hole is 3~5cm.
Preferably, the shore hardness of the expansion water-stop rubber stopper is not less than 80 degree, and the expansion water-stop rubber stopper is corresponding Pipe of concrete inner wall contact position is provided with flexible glue portion, is provided with expansion reinforcing band, the flexible glue portion on the outside of the flexible glue portion Shore hardness be 45 degree.
Preferably, the redundancy waterproof adhesive uses YYPE redundancy waterproof adhesive, the YYPE redundancy waterproof Type binder based on parts by weight, including following components: 10 parts of acrylic copolymers, 10 parts of cement, 20 parts of quartz sands, 3 parts of infiltrations Crystallization additive thoroughly.
Preferably, the water proof anti-seepage special sizing agent uses YYA water proof anti-seepage special sizing agent, and the YYA water proof anti-seepage is special Based on parts by weight with slurry, including following components: 15~18 parts of portland cements, 20~24 parts of quartz sands, 1 part of plasticiser, 1 Part bleeding agent.
Preferably, the bleeding agent based on parts by weight, including following components: 1 part of slightly sour sodium, 1 part of sodium carbonate, 1 part of sulphur Sour sodium, 1~2 part of potassium oxide, 1~3 calcium carbide, 1.5~2.5 parts of lime stones.
Preferably, institute's two component polyurethane uses YY17 two component polyurethane, and the YY17 two component polyurethane is by A The weight ratio of component and B component composition, the component A and B component is 20:1;The component A is based on parts by weight, including following Raw material: 46~46.5 parts of base polyurethane prepolymer for use as, 38~39 parts of dibutyl maleates, 1~2 part of dibutyl fumarate, 13.5~14 Part phenyl isocyanate, 0.1~0.3 part be obstructed and separate antioxidant, 0.05~0.1 part of organosilicon auxiliary agent;The B component is with parts by weight Number meter, including following raw material: 54~54.5 parts of diisobutyl phthalates, 30~31 parts of Dodecyl Dimethyl Amines, 14.5~15.3 parts of dodecyldimethylamine base tertiary amines, 0.2~0.5 part of ethanedioic acid diisobutyl ester, 0.1~0.3 part of dodecyl sulphur Sour sodium.
Preferably, the compound water-proof use PAWM-6 splash guard, the PAWM-6 splash guard include from outside to inside according to Meldable fibre layer one, the PE plate layer, meldable fibre layer two of secondary setting.
The beneficial effects of the present invention are:
1, the present invention clears up inner wall of the pipe first, and in the position bottom hole of connector sedimentation, injecting YY-21 in hole is bi-component (component A and B component) polyurethane injecting paste material generates a kind of rigid, closing cell's type when both materials reflect Foam.The material is used in the soil of rich water as effective stabilizer, can be lifted floor, the concrete slab, road of sedimentation Deng;It can also be used for filling cavity, prevent fluid seepage to closed cavity;YY-21 is free of any solvent and volatile materials, material The low viscosity of material makes it be easy to inject, and reaches maximum efficiency.
2, YYPE redundancy waterproof adhesive is used in the present invention, the existing certain flexibility of the binding paste also has certain Permeability, flexibility can make up concrete differential settlement formation crackle, the addition of the penetrant crystalline additive, it may have The auto repair capacity of microcrack, the two acts on simultaneously greatly reduces the probability that infiltration occurs.If surface bonds one again Layer coiled material is formed three waterproofs, further improves the reliability of waterproof.The bonding of the binder and concrete surface is strong Degree is 1.07MPA, and the cohesive force between coiled material is 1.76MPA, and secondary seepage pressure is 0.9MPA, elongation percentage 16%, while the volume The additional advantage of the application of material binder is that construction is not required to employ open fire, eliminates the probability of happening to catch fire.
3, the present invention has serious crackle and dew muscle portion position in entire inboard wall of tube body, is repaired with impervious repairing mortar, Then entire inner-wall spraying back side special sizing agent YYA water proof anti-seepage special sizing agent, matches as portland cement, quartz sand, modeling Agent and bleeding agent, the weight ratio of portland cement, quartz sand, plasticiser and bleeding agent in the powder body material are as follows: 15~18: 20~24:1:1, the bleeding agent are combined and are made by slightly sour sodium, sodium carbonate, sodium sulphate, potassium oxide, calcium carbide and lime stone: The sodium nitrate, sodium carbonate, sodium sulphate, potassium oxide, calcium carbide and lime stone weight ratio are as follows: 1:1:1:1~2:1~3:1.5 ~2.5, common penetrant crystalline intensity is low, and shrinking percentage is big, while flexural strength is small, cannot bear biggish flexural strength;And The intensity of the penetrant crystalline coating can achieve 40MPA, anti-folding reach 10MPA, shrinking percentage 0.008%, can bear it is high curved Qu Qiangdu will not generate edge crack, and the present invention can greatly improve the sealing performance of liner, and extend pipeline uses year Limit is particularly suitable for buried concrete pipeline, PCCP pipeline, the reparation of cast-iron pipe etc..
Detailed description of the invention
Fig. 1 is concrete duct inner tubular structure schematic diagram;
Fig. 2 is concrete junction structural schematic diagram;
Fig. 3 is water prevention plate structure schematic diagram;
Fig. 4 is structure enlargement diagram at A.
Wherein, 1- pipe bed ground, 2- concrete duct, 3- expansion water-stop rubber stopper, the hole 4-, 5- ebonite portion, 6- flexible glue portion, 7- expansion reinforcing band, the high-intensitive impervious mortar of 8-, 9- sealant tape, 10- meldable fibre layer one, 11-PE plate layer, 12- hot melt are fine Tie up layer two.
Specific embodiment
In the description of the present invention, it is also necessary to which explanation is unless specifically defined or limited otherwise, term " setting ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be fixedly connected, may be a detachable connection or one Connect to body;It can be mechanical connection, be also possible to be electrically connected;It can be directly connected, it can also be indirect by intermediary It is connected, can be the connection inside two elements.For the ordinary skill in the art, on being understood with concrete condition State the concrete meaning of term in the present invention.
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Embodiment 1
A kind of concrete duct sedimentation method for repairing seepage, comprising the following steps:
Step 1: pipeline leveling, clear up 2 inner wall of concrete duct, connector sedimentation position bottom hole 4, aperture 4mm, YY-21 polyurethane injecting paste material is injected in hole, after the completion of injection, concrete duct to be settled is promoted to the same horizontal position Afterwards, it is inserted in the hole with expansion water-stop rubber stopper, solves concrete duct settlement issues;The shore hardness of expansion water-stop rubber stopper is not Less than 80 degree, it is flexible glue portion 6 with pipe of concrete inner wall contact position that expansion water-stop rubber stopper 3 is corresponding, expansion water-stop rubber stopper 3 with Hole inner wall contact position is ebonite portion 5, and expansion reinforcing band 7 is equipped on the outside of flexible glue portion, and the shore hardness in flexible glue portion is 45 degree, is led to It crosses YY-21 polyurethane injecting paste material and promotes concrete duct in the height of pipe bed ground, YY-21 polyurethane injecting paste material uses Zheng The product of state Sino building materials Co., Ltd production;
Step 2: repairing pipeline link position, after treated in step 1 pipeline deviation rectification, in pipe joint Seam crossing is corresponded on the high-intensitive impervious mortar 8. of gap filling water-base epoxy and then inner wall of the pipe to bond by redundancy water proof type Agent sealing rubber belt with bond 9, redundancy waterproof adhesive based on parts by weight, including following components: 10kg acrylic copolymer, 10kg cement, 20kg quartz sand, 3kg penetrant crystalline additive can be directly used Zhengzhou Sino in order to facilitate the operation of implementation and build The product YYPE redundancy waterproof bonding material of material Co., Ltd production;
Step 3: repairing pipeline inside, and inner wall of the pipe that treated in step 1 has serious crackle and dew muscle portion Position spraying YYA water proof anti-seepage special sizing agent, YYA water proof anti-seepage special sizing agent based on parts by weight, including following components: 15~ 18kg portland cement, 20~24kg quartz sand, 1kg plasticiser, 1kg bleeding agent;Bleeding agent is based on parts by weight, including following Component: 1kg slightly sour sodium, 1kg sodium carbonate, 1kg sodium sulphate, 1~2kg potassium oxide, 1~3kg calcium carbide, 1.5~2.5kg lime Stone;Two component polyurethane YY-17 is sprayed for local leak source, two component polyurethane YY17 is made of component A and B component, component A Weight ratio with B component is 20:1;Component A based on parts by weight, including following raw material: 46~46.5kg base polyurethane prepolymer for use as, 38~39kg dibutyl maleate, 1~2kg dibutyl fumarate, 13.5~14kg phenyl isocyanate, 0.1~0.3kg are obstructed point From antioxidant, 0.05~0.1kg organosilicon auxiliary agent;B component based on parts by weight, including following raw material: 54~54.5kg neighbour's benzene Dioctyl phthalate diisobutyl ester, 30~31kg Dodecyl Dimethyl Amine, 14.5~15.3kg dodecyldimethylamine base tertiary amine, 0.2 ~0.5kg ethanedioic acid diisobutyl ester, 0.1~0.3kg dodecyl sodium sulfate, in order to facilitate the operation of implementing that Zheng can be directly used The impervious slurry of product YYA special waterproof of state Sino building materials Co., Ltd production, while two component polyurethane YY-17 can be used Solidifying slurry YY16 is dodged to be substituted, common penetrant crystalline intensity is low, and shrinking percentage is big, while flexural strength is small, cannot bear compared with Big flexural strength;And the intensity of the penetrant crystalline coating can achieve 40MPA, it is anti-folding reach 10MPA, shrinking percentage 0.008%, High bending strength can be born, edge crack will not be generated.
Step 4: pass through YYPE redundancy waterproof adhesive bonding PA WM-6 in inner wall of the pipe that treated in step 3 Splash guard, PAWM-6 splash guard include the meldable fibre layer 1 being sequentially arranged from outside to inside, PE plate using multi-layer compound structure Layer 11, meldable fibre layer 2 12.
Wherein YY-21 is bi-component (component A and B component) polyurethane injecting paste material, when both materials reflect, Generate a kind of rigid, the foam of closing cell's type.The material is used in the soil of rich water as effective stabilizer, can be lifted Floor, concrete slab, road of sedimentation etc.;It can also be used for filling cavity, prevent fluid seepage to closed cavity;YY-21 is not Containing any solvent and volatile materials, the low viscosity of material makes it be easy to inject, and reaches maximum efficiency, after A, B material reaction Volume can increase by 10 times, and every cube of foam can bear 97 kilograms, while the temperature of the mix temperature of material and injection soil, determine The speed of reaction.
YYPE redundancy waterproof bonding material main component is the grey powder of inorganic material composition, is a kind of cooperation PAWM redundancy Waterproof coiled material construction, instead of rubber powder plus cement as the new waterproof binding material with multiple waterproof effect of binding material.With After PAWM redundancy waterproof roll bonding is compound, forming three crossings on different level waterproof layers will not leak even if later period coiled material is destroyed Water, more will not channeling water, the features such as easy construction, effect is good, waterproof high reliablity;Primary construction, triple waterproofs, YYPE redundancy are anti- Water bonding material forms crossings on different level mixing waterproof sealing system with PAWM redundancy waterproof roll, will not waterproof layer is destroyed Channeling water leakage.First of waterproof layer: PAWM redundancy waterproof roll;Second waterproof layer: 1~2mm thickness adhesive layer is to have excellent performance Waterproof layer;Third road waterproof layer: the active constituent of YYPE redundancy binding material is permeated into concrete, closes entire concrete table Pore near layer forms waterproof layer.
YYA water proof anti-seepage special sizing agent uses the product of Zhengzhou Sino building materials Co., Ltd, and it is anti-to belong to novel special efficacy waterproof Material is seeped, non-toxic and tasteless, flame-proof environmental protection can be used for food and drink Hydraulic Projects, the ash being made of tens kinds of pure inorganic constituents Color powder has the function of that multiple waterproof is impervious after various composition and water phase mutually react, and intensity height (7 days C30 with On), high temperature resistant (- 40~200 degree of degree), cohesive force is strong, not aliquation, does not crack, and UV resistant is ageing-resistant, and it is freeze proof, it is not easy to be broken Bad, no overlapping the slot construction is highly reliable, has passed through the detection of national building materials test center, has been durable waterproof engineering Selection;Can be in the concrete of percolating water, brick wall, stone, back side band water is constructed in the bases such as mortar, quickly administers coagulation Soil, brick wall part or large area infiltration, leak are perspired, moist and various difficult leakages.Anti-permeability performance is good, intensity is high, water pressure resistance Power is big, effect is durable.
Two component polyurethane YY17 is two-component, non-filling, solvent-free, low viscosity, activity, elastic polyurethane slip casting tree Rouge forms an elastic impervious sealing after the reaction of two components, and future may occur further to crack on concrete Position and seaming position.Dodging solidifying slurry YY16 is that a kind of rapid hardening one pack system dodges solidifying slurry, be used to moment block flowing water or The leakage of concrete or masonry, while dodging solidifying slurry YY16 and can be used for ground, underground, indoor and outdoor, block most of concrete With the leakage of mortar wall, floor, quick firm time, high intensity and controllable expansion make YY16 become ideal material.
The polyurethane of the modified polyurethane of the leak stopping of the invention and common leak stopping, performance difference are as follows:
Experimental data:
As machine used in slip casting machine used and different polyurethane, mixing ratio is A:B=20:1.
The modified polyurethane can be adapted with moist concrete alkaline environment, realize bonding, while the material well After reaction, there is flexibility well, so being very suitable to the treating seepage of Dynamic Crack.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention, Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features, All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention Within protection scope.

Claims (8)

1. a kind of concrete duct settles method for repairing seepage, which comprises the following steps:
Step 1: pipeline leveling, first cleaning inner wall of the pipe inject YY-21 in the position bottom hole of connector sedimentation in hole Polyurethane injecting paste material, after the completion of injection, after the concrete duct wait settle is promoted to the same horizontal position, with expansion water-stop rubber Rubber plug inserts in the hole;
Step 2: pipeline junction reparation after treated in step 1 pipeline deviation rectification, is filled out in pipe joint gap Filling high-intensitive impervious mortar, then correspond to seam crossing in inner wall of the pipe passes through redundancy waterproof adhesive sealing rubber belt with bond;
Step 3: inner wall of the pipe reparation, inner wall of the pipe that treated in step 1 have crackle and dew muscle portion position spraying waterproof anti- Special sizing agent is seeped, sprays two component polyurethane for local leak source;
Step 4: being coated with protective layer, multiple by redundancy waterproof adhesive bonding in inner wall of the pipe that treated in step 3 Close splash guard.
2. concrete duct according to claim 1 settles method for repairing seepage, it is characterised in that: the aperture model in the hole It encloses for 3~5cm.
3. concrete duct according to claim 1 settles method for repairing seepage, it is characterised in that: the expansion water-stop rubber The shore hardness of rubber plug is not less than 80 degree, and the expansion water-stop rubber stopper correspondence is provided with soft with pipe of concrete inner wall contact position Glue portion, the flexible glue portion outside are provided with expansion reinforcing band, and the shore hardness in the flexible glue portion is 45 degree.
4. concrete duct according to claim 1 settles method for repairing seepage, it is characterised in that: the redundancy water proof type Binder uses YYPE redundancy waterproof adhesive, and the YYPE redundancy waterproof adhesive is based on parts by weight, including following Component: 10 parts of acrylic copolymers, 10 parts of cement, 20 parts of quartz sands, 3 parts of penetrant crystalline additives.
5. concrete duct according to claim 1 settles method for repairing seepage, it is characterised in that: the water proof anti-seepage is special Use YYA water proof anti-seepage special sizing agent with slurry, the YYA water proof anti-seepage special sizing agent based on parts by weight, including with the following group Point: 15~18 parts of portland cements, 20~24 parts of quartz sands, 1 part of plasticiser, 1 part of bleeding agent.
6. concrete duct according to claim 5 settles method for repairing seepage, it is characterised in that: the bleeding agent is with weight Measure number meter, including following components: 1 part of slightly sour sodium, 1 part of sodium carbonate, 1 part of sodium sulphate, 1~2 part of potassium oxide, 1~3 calcium carbide, 1.5~2.5 parts of lime stones.
7. concrete duct according to claim 1 settles method for repairing seepage, it is characterised in that: institute's bi-component is poly- Urethane uses YY17 two component polyurethane, and the YY17 two component polyurethane is made of component A and B component, the component A and B The weight ratio of component is 20:1;The component A based on parts by weight, including following raw material: 46~46.5 parts of base polyurethane prepolymer for use as, 38~39 parts of dibutyl maleates, 1~2 part of dibutyl fumarate, 13.5~14 parts of phenyl isocyanates, 0.1~0.3 part be obstructed point From antioxidant, 0.05~0.1 part of organosilicon auxiliary agent;The B component based on parts by weight, including following raw material: 54~54.5 parts Diisobutyl phthalate, 30~31 parts of Dodecyl Dimethyl Amines, 14.5~15.3 parts of dodecyldimethylamine base tertiary amines, 0.2~0.5 part of ethanedioic acid diisobutyl ester, 0.1~0.3 part of dodecyl sodium sulfate.
8. concrete duct according to claim 1 settles method for repairing seepage, it is characterised in that: the compound water-proof Using PAWM-6 splash guard, the PAWM-6 splash guard includes the meldable fibre layer one set gradually from outside to inside, PE plate layer, heat Molten fibrous layer two.
CN201910386337.3A 2019-05-09 2019-05-09 Concrete duct settles method for repairing seepage Pending CN110117984A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910386337.3A CN110117984A (en) 2019-05-09 2019-05-09 Concrete duct settles method for repairing seepage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910386337.3A CN110117984A (en) 2019-05-09 2019-05-09 Concrete duct settles method for repairing seepage

Publications (1)

Publication Number Publication Date
CN110117984A true CN110117984A (en) 2019-08-13

Family

ID=67522096

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910386337.3A Pending CN110117984A (en) 2019-05-09 2019-05-09 Concrete duct settles method for repairing seepage

Country Status (1)

Country Link
CN (1) CN110117984A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112049219A (en) * 2020-08-31 2020-12-08 厦门顶巢建筑修缮研究院有限公司 Construction method of repairing system for leakage water of sewage pipe network
CN113653157A (en) * 2021-08-16 2021-11-16 广东楠通建设工程有限公司 Grouting repair method for inner wall of municipal rainwater and sewage pipeline

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101551049A (en) * 2009-05-08 2009-10-07 贵州康鑫建筑工程加固技术有限公司 A method for reinforcing overhead concrete pipeline
CN104961408A (en) * 2015-06-18 2015-10-07 郑州赛诺建材有限公司 Exterior wall waterproof material
CN105114753A (en) * 2015-07-22 2015-12-02 金阳升 Pipe internal repair method without excavating ground
CN105133719A (en) * 2015-09-09 2015-12-09 江苏建筑职业技术学院 Construction method for quickly solving sand leakage and gushing caused by dislocation of rain pipes
CN109252856A (en) * 2018-10-25 2019-01-22 中冶集团武汉勘察研究院有限公司 The vertical packer permeability test water-stopping method to intercept water with lateral water blockoff is carried out by boring aperture variation

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101551049A (en) * 2009-05-08 2009-10-07 贵州康鑫建筑工程加固技术有限公司 A method for reinforcing overhead concrete pipeline
CN104961408A (en) * 2015-06-18 2015-10-07 郑州赛诺建材有限公司 Exterior wall waterproof material
CN105114753A (en) * 2015-07-22 2015-12-02 金阳升 Pipe internal repair method without excavating ground
CN105133719A (en) * 2015-09-09 2015-12-09 江苏建筑职业技术学院 Construction method for quickly solving sand leakage and gushing caused by dislocation of rain pipes
CN109252856A (en) * 2018-10-25 2019-01-22 中冶集团武汉勘察研究院有限公司 The vertical packer permeability test water-stopping method to intercept water with lateral water blockoff is carried out by boring aperture variation

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
徐建国 等: "地下管道脱空渗漏高聚物注浆抬升修复与数值分析", 《水利与建筑工程学报》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112049219A (en) * 2020-08-31 2020-12-08 厦门顶巢建筑修缮研究院有限公司 Construction method of repairing system for leakage water of sewage pipe network
CN113653157A (en) * 2021-08-16 2021-11-16 广东楠通建设工程有限公司 Grouting repair method for inner wall of municipal rainwater and sewage pipeline

Similar Documents

Publication Publication Date Title
CN106013259B (en) Shake the underground engineering concrete structure deformation joint blocking method under bumpy weather
CN108825269B (en) Mechanical method connecting channel T-shaped junction self-adaptive waterproof structure
CN114163186A (en) Impervious concrete and construction method thereof
CN111253132B (en) Special polymer epoxy resin composite mortar material for centrifugal spraying of box culvert pipeline of non-excavation well chamber
CN108716410B (en) Mechanical method connecting channel high-strength elastic wall post-grouting slurry and grouting method
CN207092153U (en) A kind of bottom deformation seam percolating water repairs structure
CN207700220U (en) A kind of waterproof construction of pipe gallery outer wall
CN104961408A (en) Exterior wall waterproof material
CN107117910A (en) A kind of building water-proof material and preparation method thereof
CN110117984A (en) Concrete duct settles method for repairing seepage
CN104847984B (en) A kind of pipeline spigot-and-socket Joining Technology
CN102747751B (en) Underground waterproof system and construction method thereof
CN100355853C (en) Water-proofing material for stopping leak
CN104652495A (en) Waterproof construction process for joint of inner support upright post of foundation pit and bottom plate
CN213541549U (en) Waterproof plugging structure of floor pipeline sleeve pipe
KR101675906B1 (en) Concrete waterproof method of underground structures forced water pressure
CN112593726A (en) Anti-frost heaving leaking stoppage and reinforcement method for cold region
CN110452671B (en) Plugging agent for foundation pit row pile enclosure wall and using method thereof
CN214462853U (en) Self-healing concrete micro-crack repairing structure
CN109083027B (en) Culvert repairing method
CN113503056A (en) Building deformation joint leakage maintenance method
CN114412220A (en) Leakage repairing process for construction joint of external wall
CN112727219A (en) Corrosion-resistant and waterproof protection structure and method for system of concrete structure container type structure and application
CN113831822A (en) Method for manufacturing high-performance polyurea composite material
on Maintenance Report on the damaging effects of water on tunnels during their working life

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190813

RJ01 Rejection of invention patent application after publication