CN104018526A - EPR deformation joint repair water stopping structure and construction method thereof - Google Patents
EPR deformation joint repair water stopping structure and construction method thereof Download PDFInfo
- Publication number
- CN104018526A CN104018526A CN201410226014.5A CN201410226014A CN104018526A CN 104018526 A CN104018526 A CN 104018526A CN 201410226014 A CN201410226014 A CN 201410226014A CN 104018526 A CN104018526 A CN 104018526A
- Authority
- CN
- China
- Prior art keywords
- deformation joint
- epoxy resin
- epr
- layer
- water
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 16
- 230000008439 repair process Effects 0.000 title claims abstract description 13
- 239000003822 epoxy resin Substances 0.000 claims abstract description 57
- 229920000647 polyepoxide Polymers 0.000 claims abstract description 57
- 238000007789 sealing Methods 0.000 claims abstract description 41
- 239000004568 cement Substances 0.000 claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 23
- 230000004888 barrier function Effects 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims description 20
- 150000001875 compounds Chemical class 0.000 claims description 12
- 241000208202 Linaceae Species 0.000 claims description 9
- 235000004431 Linum usitatissimum Nutrition 0.000 claims description 9
- BLRPTPMANUNPDV-UHFFFAOYSA-N Silane Chemical compound [SiH4] BLRPTPMANUNPDV-UHFFFAOYSA-N 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 6
- 239000003085 diluting agent Substances 0.000 claims description 6
- 229920006389 polyphenyl polymer Polymers 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- YSUQLAYJZDEMOT-UHFFFAOYSA-N 2-(butoxymethyl)oxirane Chemical group CCCCOCC1CO1 YSUQLAYJZDEMOT-UHFFFAOYSA-N 0.000 claims description 3
- AOBIOSPNXBMOAT-UHFFFAOYSA-N 2-[2-(oxiran-2-ylmethoxy)ethoxymethyl]oxirane Chemical compound C1OC1COCCOCC1CO1 AOBIOSPNXBMOAT-UHFFFAOYSA-N 0.000 claims description 3
- 229910002012 Aerosil® Inorganic materials 0.000 claims description 3
- 229930185605 Bisphenol Natural products 0.000 claims description 3
- 239000004604 Blowing Agent Substances 0.000 claims description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical group O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- IMUDHTPIFIBORV-UHFFFAOYSA-N aminoethylpiperazine Chemical compound NCCN1CCNCC1 IMUDHTPIFIBORV-UHFFFAOYSA-N 0.000 claims description 3
- IISBACLAFKSPIT-UHFFFAOYSA-N bisphenol A Chemical compound C=1C=C(O)C=CC=1C(C)(C)C1=CC=C(O)C=C1 IISBACLAFKSPIT-UHFFFAOYSA-N 0.000 claims description 3
- 238000005056 compaction Methods 0.000 claims description 3
- 239000007822 coupling agent Substances 0.000 claims description 3
- 239000013530 defoamer Substances 0.000 claims description 3
- RTZKZFJDLAIYFH-UHFFFAOYSA-N ether Substances CCOCC RTZKZFJDLAIYFH-UHFFFAOYSA-N 0.000 claims description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N ferric oxide Chemical compound O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 3
- 229920001451 polypropylene glycol Polymers 0.000 claims description 3
- 229910000077 silane Inorganic materials 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 238000007689 inspection Methods 0.000 claims description 2
- 230000002045 lasting effect Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract 1
- 239000000203 mixture Substances 0.000 description 20
- 238000005516 engineering process Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 5
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 238000004078 waterproofing Methods 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 230000036541 health Effects 0.000 description 2
- 238000004806 packaging method and process Methods 0.000 description 2
- 230000010412 perfusion Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 206010019233 Headaches Diseases 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000013536 elastomeric material Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- 231100000869 headache Toxicity 0.000 description 1
- 230000036244 malformation Effects 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000011433 polymer cement mortar Substances 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 230000003405 preventing effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000036632 reaction speed Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 238000009955 starching Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- -1 viscosity is larger Substances 0.000 description 1
- 230000010148 water-pollination Effects 0.000 description 1
Landscapes
- Sealing Material Composition (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses an EPR deformation joint repair water stopping structure and a construction method thereof. A deformation joint is formed between two concrete structural layers. The water stopping structure comprises a water stopping barrier layer which is made of high-early-strength cement, an epoxy resin seepage-proof layer which is arranged between the two concrete structural layers, a sealing layer which is made of high-early-strength cement, and an epoxy resin filling layer which is poured into the deformation joint. The water stopping barrier layer is arranged on the rear wall of the deformation joint, and the sealing layer is arranged on the front wall of the deformation joint. The EPR deformation joint repair water stopping structure is simple in structure, convenient to construct, and lasting and stable in seepage-proof effect.
Description
Technical field
The invention belongs to road construction field, especially relate to a kind of EPR deformation joint and repair water-stopping structure and construction method thereof.
Background technology
Along with the further propelling of urbanization process, Development of Underground Engineering space is more and more extensive, and the thing followed is underground project waterproof problem, has a strong impact on workmanship, and deformation joint is the difficult point of underground construction antiseep especially.Because deformation joint is in continuous motion change, be subject to again waterproofing design theory, waterproofing materials, the impact of construction technology, deformation joint is easy to occur percolating water phenomenon, deformation joint leak stopping is always the problem of having a headache most.
Commonplace in practice of construction, general unit in charge of construction, processing when percolating water, adopts water glass, cement to tamp, also useful leak stopping king, useful polymer cement mortar etc. method also.But said method all belongs to rigidity waterproofing, because tensile strength is low, be not suitable with the needs of malformation, still there is infiltration.Though polyurethane grouting treatment belongs to elastomeric material, viscosity is larger, and concrete castability is restricted, and intensity is lower, does over again many after construction, easily again occurs over time percolating water.
A kind of effectively underground construction deformation joint of research and development is repaired water-stop technology and will be with a wide range of applications.
Summary of the invention
The present invention, in order to overcome the deficiencies in the prior art, provides the EPR deformation joint of a kind of reliable in quality and easy construction to repair water-stopping structure and construction method thereof.
To achieve these goals, the present invention is by the following technical solutions: a kind of EPR deformation joint is repaired water-stopping structure, described deformation joint is formed between two concrete structure layers, and described water-stopping structure comprises that the sealing being made up of high-early (strength) cement keeps off layer, is located at epoxy resin impervious barrier, the sealing layer being made up of high-early (strength) cement between two described concrete structure layers and is poured into the epoxy resin filling layer in described deformation joint; Described sealing gear layer is located at described deformation joint rear wall, and sealing layer is located at described deformation joint antetheca.
Further, described sealing layer is provided with grouting port and exhaust opening.
In described deformation joint, be filled with flax silk layer.
The present invention also provides a kind of EPR deformation joint to repair the construction method of water-stopping structure, comprises the steps:
1) on the deformation joint leaking, boring until drill, to injecting high-early (strength) cement slurry after the wall of deformation joint until block and leak as standard, forms sealing gear layer;
2) the concrete compaction rate of inspection deformation joint both sides, finds the seepage water spot in the layer of concrete of deformation joint both sides, uses epoxy resin reinforcing to form impervious barrier;
3) after deformation joint fluting takes out polyphenyl plate, fill flax silk simultaneously, then adopt high-early (strength) cement to form sealing layer in the front side of deformation joint, and on sealing layer, leave grouting port and the gas outlet for grouting;
4) in the middle of deformation joint, inject epoxide resin material to form epoxy resin filling layer by grouting port, after this epoxide resin material solidifies, form described EPR deformation joint and repair water-stopping structure.
As preferably, described step 2) in the epoxide resin material of epoxy resin filling layer formed by A, two components of B, component A comprises 100 parts of epoxy resin, 10 parts of reactive diluents, 29 parts of flexibilizer, 1 part of coupling agent; B component comprises 22 parts, curing compound, 6.5 parts, toughness curing compound, 2 parts of blowing agents, 0.5 part of defoamer, 4 parts of rheological agents; Described umber is number meter by weight, and the weight ratio of component A and B component is 4:1; The preparation method of this epoxide resin material comprises the steps:
1) each composition of component A is proportionally configured, place at normal temperatures mix and blend 5-8min in same container, to evenly, divide bucket to pack; Each composition of B component is proportionally configured, place at normal temperatures mix and blend 5-8min in same container, to evenly, divide bucket to pack;
2) each composition of filler is proportionally configured to the independent packaging respectively of each composition;
3) the component A being adjusted to, B component are placed in same container at normal temperatures according to the ratio of 4:1, mix and blend 2-3min, to evenly, makes the neo-epoxy resin material of described perfusion use.
As preferably, described reactive diluent is butyl glycidyl ether, and flexibilizer is polypropylene glycol diglycidyl ether, silane coupler is γ-glycidol ether propyl trimethoxy silicane, curing compound is N-aminoethyl piperazine, and toughness curing compound is polyetheramine, and rheological agent is aerosil.
As preferably, described epoxy resin is bisphenol E-type epoxy resin.
The present invention is in the time that the original deformation joint sealing of underground structure lost efficacy, adopt one to there is flexile epoxy resin and replace original water-stopping structure as inserts in the middle of deformation joint, its pliability feature meets the Deformation Demands of deformation joint, and the physical property of its solidfied material meets water-stopping seepage-proof demand simultaneously.Filling before this epoxy resin, starching to form one deck sealing gear layer by inject high-early (strength) cement after the wall of deformation joint, utilizing the plasticity of cement, to improve the soil layer property after wall, thereby reaching the object of reinforcing soil layer and set up again interim sealing barricade; Second step checks the concrete compaction rate of deformation joint both sides, finds deformation joint both sides concrete seepage water spot injection ring epoxy resins to form impervious barrier, utilizes the high osmosis of epoxy resin can carry out anti-seepage reinforcing; The 3rd step need be taken out polyphenyl plate at deformation joint fluting and be filled flax silk simultaneously, then adopts microdilatancy high-early (strength) cement to seal, and grouting port and gas outlet are installed; Last have flexile epoxy resin toward middle injection of deformation joint, and after its epoxide resin material solidifies, forming is exactly that complete EPR deformation joint is repaired water-stopping structure.
The invention is characterized in: (1) this water-stop technology is a kind of repairing technique adopting in the time that original deformation joint sealing lost efficacy; (2) the neo-epoxy resin of institute's cementation of fissures sealing is made up of A, two components of B, can give birth to curing reaction by hybrid concurrency at normal temperatures, and reaction speed can be controlled within a certain period of time; (3) this technology must be invaded to prevent water by injected water mud before implementing after distortion slotted wall, sets up first waterproof barrier; (4) this technology also must be used the high permeable epoxy resin of hydrophily to carry out anti-seepage reinforcing at the concrete of deformation joint both sides before implementing; (5) need take out polyphenyl plate at deformation joint fluting and fill flax silk simultaneously, then with the sealing of microdilatancy high-early (strength) cement, and grouting port and gas outlet are installed.
The present invention also provides a kind of neo-epoxy resin material to be used for filling deformation joint, and its performance meets following table 1:
Table 1:
The feature of pliability neo-epoxy resin and performance requirement
The high-early (strength) cement adopting in the present invention can be purchased on market, and the performance requirement that it need to be satisfied is with reference to following table 2.
Table 2:
High-early (strength) cement index
| Fineness | ＜10％ | 0.080mm square hole screen tails over |
| Time of setting | ＞5 | min |
| ? | ＜40 | min |
| Compressive strength/MPa | 4h | 3.6 |
| ? | 8h | 12 |
| ? | 1d | 20 |
| Rupture strength/MPa | 4h | 1.4 |
| ? | 8h | 2.2 |
| ? | 1d | 3.5 |
In the present invention, can on market, purchase for the high permeable epoxy resin material at concrete seepage water spot place, deformation joint both sides, be prior art, and its performance meets table 3 and requires.
Table 3:
The feature of high permeable epoxy resin and performance requirement
In sum, the present invention has the following advantages: this water-stopping structure is simple, easy construction, and leak preventing effect is lasting, stable.(need to supplement?)
Brief description of the drawings
Fig. 1 is water-stopping structure schematic diagram of the present invention.
Fig. 2 is the partial schematic diagram of water-stopping structure of the present invention.
Detailed description of the invention
In order to make those skilled in the art person better understand the present invention program, below in conjunction with the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out to clear, complete description, obviously, described embodiment is only a part of embodiment of the present invention, instead of whole embodiment.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtaining under creative work prerequisite, should belong to the scope of protection of the invention.
Embodiment 1:
As shown in Figure 1, 2, a kind of EPR deformation joint is repaired water-stopping structure, described deformation joint 11 is formed between two concrete structure layers 12, and described water-stopping structure comprises that the sealing being made up of high-early (strength) cement keeps off layer 21, is located at epoxy resin impervious barrier 22, the sealing layer 24 being made up of high-early (strength) cement between two described concrete structure layers 12 and is poured into the epoxy resin filling layer 25 in described deformation joint; Described sealing gear layer 21 is located at described deformation joint 11 rear walls, sealing layer 24 is located at described deformation joint 11 antethecas, is filled with flax silk layer in deformation joint, wears and penetrated a Grouting Pipe 241 on described sealing layer 24, Grouting Pipe be provided with grouting port and, on sealing layer, be also provided with the exhaust opening for getting rid of gas.
Embodiment 2:
Certain community underground automobile garage deformation joint leaked and is seriously badly in need of repairing because former sealing loses efficacy:
Designing requirement: adopt EPR deformation joint to repair water-stop technology and repair deformation joint, meet the normal use of underground automobile garage deformation joint.
Concrete implementation step:
(1) on the deformation joint leaking, boring until drill, is installed grouting port, injects high-early (strength) cement starch to form sealing gear layer to the rear wall of deformation joint, and injection rate is greater than every meter of 100kg, leaks as standard until block, and sets up first waterproof barrier;
(2) find the concrete seepage water spot in deformation joint both sides, repair with the epoxy resin of the high infiltration of hydrophilic, to form one deck impervious barrier, be able to sealing reinforcement, this epoxy resin is the current material with the high infiltration of hydrophilic;
(3) take out polyphenyl plate at deformation joint fluting and fill flax silk simultaneously, then with the sealing of microdilatancy high-early (strength) cement, form sealing layer, before injecting high-early (strength) cement, a Grouting Pipe is first installed, this Grouting Pipe one end is stretched in deformation joint, the other end passes sealing layer 24, and reserves a gas outlet on sealing layer.
Before construction, first configure described step 2) in the epoxide resin material of epoxy resin filling layer, it is made up of A, two components of B, component A comprises 100 parts of epoxy resin, 10 parts of reactive diluents, 29 parts of flexibilizer, 1 part of coupling agent; B component comprises 22 parts, curing compound, 6.5 parts, toughness curing compound, 2 parts of blowing agents, 0.5 part of defoamer, 4 parts of rheological agents; Described umber is number meter by weight, and the weight ratio of component A and B component is 4:1; Wherein said reactive diluent is butyl glycidyl ether, flexibilizer is polypropylene glycol diglycidyl ether, silane coupler is γ-glycidol ether propyl trimethoxy silicane, curing compound is N-aminoethyl piperazine, toughness curing compound is polyetheramine, rheological agent is aerosil, and described epoxy resin is bisphenol E-type epoxy resin.
Preparation method is as follows:
1) each composition of component A is proportionally configured, place at normal temperatures mix and blend 5-8min in same container, to evenly, divide bucket to pack; Each composition of B component is proportionally configured, place at normal temperatures mix and blend 5-8min in same container, to evenly, divide bucket to pack;
2) each composition of filler is proportionally configured to the independent packaging respectively of each composition;
3) the component A being adjusted to, B component are placed in same container at normal temperatures according to the ratio of 4:1, mix and blend 2-3min, to evenly, makes the neo-epoxy resin material of described perfusion use.
Engineering construction: will prepare neo-epoxy resin material, and adopt low-pressure grouting machine to inject in deformation joint by Grouting Pipe, until fill.The feature of this neo-epoxy resin material and performance should meet the regulation of table 4.
Table 4:
The feature of pliability neo-epoxy resin and performance requirement
Health and time-based maintenance, reach designing requirement through 72 hours epoxy resin intensity, and EPR deformation joint repairing water-stop technology completes like this.But due to sedimentation, concrete expanding with heat and contract with cold, deformation joint in changing, produces minute crack all the time in the middle of causing, finally cause having drainage, therefore wants time-based maintenance.
Embodiment 3:
There is the repairing of Seepage urgent need in metro station deformation joint
Designing requirement: adopt EPR deformation joint to repair water-stop technology and repair deformation joint, meet deformation joint sealing and Deformation Demands.
Concrete enforcement:
(1) on the deformation joint leaking, boring until drill, is installed grouting port and is also injected high-early (strength) cement slurry, and injection rate is greater than every meter of 100kg, leaks as standard to block, and sets up first waterproof barrier.
(2) whether have constructional deficiency, be able to sealing reinforcement with high permeable epoxy resin if finding deformation joint both sides concrete.
(3) take out polyphenyl plate at deformation joint fluting and fill flax silk simultaneously, then with micro-expansion cement sealing, and grouting port and gas outlet are installed.
(4) engineering construction: according to the neo-epoxy resin material of method in embodiment 2 and proportioning preparation toughness, its performance requirement need to meet the regulation of table 5, then adopts high-pressure grout injector to inject this neo-epoxy resin material by Grouting Pipe in deformation joint, until fill.
Table 5:
The feature of pliability neo-epoxy resin and performance requirement
Health and time-based maintenance, reach designing requirement through 72 hours epoxy resin intensity, and EPR deformation joint is repaired water-stop technology and completed deformation joint sealing reinstatement works task like this.But due to sedimentation, concrete expanding with heat and contract with cold, deformation joint in changing, produces minute crack all the time in the middle of causing, finally cause having drainage, therefore wants time-based maintenance.
Claims (7)
1. an EPR deformation joint is repaired water-stopping structure, described deformation joint (11) is formed between two concrete structure layers (12), it is characterized in that: described water-stopping structure comprises that the sealing being made up of high-early (strength) cement keeps off layer (21), is located at epoxy resin impervious barrier (22), the sealing layer (24) being made up of high-early (strength) cement between two described concrete structure layers (12) and is poured into the epoxy resin filling layer (25) in described deformation joint; Described sealing gear layer (21) is located at described deformation joint (11) rear wall, and sealing layer (24) is located at described deformation joint (11) antetheca.
2. EPR deformation joint according to claim 1 is repaired water-stopping structure, it is characterized in that: described sealing layer (24) is provided with grouting port and exhaust opening.
3. EPR deformation joint according to claim 1 is repaired water-stopping structure, it is characterized in that: in described deformation joint, be filled with flax silk layer.
4. the EPR deformation joint as described in any one in claim 1-3 is repaired a construction method for water-stopping structure, it is characterized in that: comprise the steps:
1) on the deformation joint leaking, boring until drill, to injecting high-early (strength) cement slurry after the wall of deformation joint until block and leak as standard, forms sealing gear layer (21);
2) the concrete compaction rate of inspection deformation joint both sides, finds the seepage water spot in the layer of concrete of deformation joint both sides, uses epoxy resin reinforcing to form impervious barrier (22);
3) after deformation joint fluting takes out polyphenyl plate, fill flax silk simultaneously, then adopt high-early (strength) cement to form sealing layer (24) in the front side of deformation joint, and on sealing layer, leave grouting port and the gas outlet for grouting;
4) in the middle of deformation joint, inject epoxide resin material to form epoxy resin filling layer (25) by grouting port, after this epoxide resin material solidifies, form described EPR deformation joint and repair water-stopping structure.
5. EPR deformation joint according to claim 4 is repaired the construction method of water-stopping structure, it is characterized in that: described step 2) in the epoxide resin material of epoxy resin filling layer formed by A, two components of B, component A comprises 100 parts of epoxy resin, 10 parts of reactive diluents, 29 parts of flexibilizer, 1 part of coupling agent; B component comprises 22 parts, curing compound, 6.5 parts, toughness curing compound, 2 parts of blowing agents, 0.5 part of defoamer, 4 parts of rheological agents; Described umber is number meter by weight, and the weight ratio of component A and B component is 4:1.
6. EPR deformation joint according to claim 5 is repaired the construction method of water-stopping structure, it is characterized in that: described reactive diluent is butyl glycidyl ether, flexibilizer is polypropylene glycol diglycidyl ether, silane coupler is γ-glycidol ether propyl trimethoxy silicane, curing compound is N-aminoethyl piperazine, toughness curing compound is polyetheramine, and rheological agent is aerosil.
7. EPR deformation joint according to claim 5 is repaired water-stopping structure, it is characterized in that: described epoxy resin is bisphenol E-type epoxy resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410226014.5A CN104018526B (en) | 2014-05-26 | 2014-05-26 | EPR deformation joint repairs water-stopping structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410226014.5A CN104018526B (en) | 2014-05-26 | 2014-05-26 | EPR deformation joint repairs water-stopping structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104018526A true CN104018526A (en) | 2014-09-03 |
| CN104018526B CN104018526B (en) | 2015-09-30 |
Family
ID=51435499
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410226014.5A Active CN104018526B (en) | 2014-05-26 | 2014-05-26 | EPR deformation joint repairs water-stopping structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104018526B (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104480965A (en) * | 2014-12-22 | 2015-04-01 | 中建六局土木工程有限公司 | Construction method for guide wall of clean water tank |
| CN104830030A (en) * | 2015-02-05 | 2015-08-12 | 朱宏伟 | Epoxy resin material for repairing and waterproofing of concrete seam and preparation method thereof |
| CN104963257A (en) * | 2015-06-15 | 2015-10-07 | 中国建筑第八工程局有限公司 | Gap filling structure and construction method for stone road surface |
| CN106013259A (en) * | 2016-06-30 | 2016-10-12 | 陈梦圆 | Method for plugging deformation joint of underground engineering concrete structure in vibration disturbing environment |
| CN106088160A (en) * | 2016-06-06 | 2016-11-09 | 国网山东省电力公司青岛供电公司 | Tunnel deformation seam processing method |
| CN106436771A (en) * | 2016-09-07 | 2017-02-22 | 南京正隆顺达高分子材料有限公司 | Tunnel and city pipe gallery leakage expansion joint repairing method and expansion joint device |
| CN111910785A (en) * | 2020-08-06 | 2020-11-10 | 北京建工集团有限责任公司 | Ground anti-seismic deformation joint structure and construction method thereof |
| CN113235652A (en) * | 2021-05-28 | 2021-08-10 | 中国二十冶集团有限公司 | Leakage plugging method for deformation joint of comprehensive pipe gallery |
| CN113249071A (en) * | 2021-04-23 | 2021-08-13 | 中科院广州化灌工程有限公司 | High-elasticity epoxy resin grouting material and preparation method and application thereof |
| CN115232586A (en) * | 2022-08-02 | 2022-10-25 | 山东省公路桥梁建设集团有限公司 | Concrete structure crack repairing process |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004285801A (en) * | 2003-03-25 | 2004-10-14 | Kumagai Gumi Co Ltd | Water cut off joining method and structure between members |
| DE102006053186A1 (en) * | 2006-11-09 | 2008-05-15 | Hochtief Construction Ag | Tunnel sealing method, involves carrying concrete layer from reinforced concrete under formation of joint gutter within floor area of tunnel, and sealing wall joint with wall water stop, which covers joint within wall area of tunnel |
| CN202450557U (en) * | 2012-02-29 | 2012-09-26 | 叶香雄 | Deformation joint of basement foundation slab |
| CN102775737A (en) * | 2012-08-17 | 2012-11-14 | 上海市建筑科学研究院(集团)有限公司 | Solvent-free elastic epoxy grouting material and preparation method and application thereof |
| CN102776905A (en) * | 2012-07-21 | 2012-11-14 | 金坛建工集团有限公司 | Grouting stoppage and guide repair method for leakage of deformation joint and special grouting device for grouting stoppage and guide repair method for leakage of deformation joint |
| CN203559439U (en) * | 2013-11-14 | 2014-04-23 | 中厦建设集团有限公司 | Underground engineering waterproof leaking stoppage structure |
| CN203924150U (en) * | 2014-05-26 | 2014-11-05 | 宁波高新区百茂高分子材料有限公司 | EPR deformation joint is repaired water-stopping structure |
-
2014
- 2014-05-26 CN CN201410226014.5A patent/CN104018526B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004285801A (en) * | 2003-03-25 | 2004-10-14 | Kumagai Gumi Co Ltd | Water cut off joining method and structure between members |
| DE102006053186A1 (en) * | 2006-11-09 | 2008-05-15 | Hochtief Construction Ag | Tunnel sealing method, involves carrying concrete layer from reinforced concrete under formation of joint gutter within floor area of tunnel, and sealing wall joint with wall water stop, which covers joint within wall area of tunnel |
| CN202450557U (en) * | 2012-02-29 | 2012-09-26 | 叶香雄 | Deformation joint of basement foundation slab |
| CN102776905A (en) * | 2012-07-21 | 2012-11-14 | 金坛建工集团有限公司 | Grouting stoppage and guide repair method for leakage of deformation joint and special grouting device for grouting stoppage and guide repair method for leakage of deformation joint |
| CN102775737A (en) * | 2012-08-17 | 2012-11-14 | 上海市建筑科学研究院(集团)有限公司 | Solvent-free elastic epoxy grouting material and preparation method and application thereof |
| CN203559439U (en) * | 2013-11-14 | 2014-04-23 | 中厦建设集团有限公司 | Underground engineering waterproof leaking stoppage structure |
| CN203924150U (en) * | 2014-05-26 | 2014-11-05 | 宁波高新区百茂高分子材料有限公司 | EPR deformation joint is repaired water-stopping structure |
Non-Patent Citations (2)
| Title |
|---|
| 周志鹏: "地铁车站主体结构渗漏水控制", 《现代隧道技术》 * |
| 李金枝等: "隧道渗漏整治方法及工程应用", 《建材世界》 * |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104480965B (en) * | 2014-12-22 | 2016-08-31 | 中建六局土木工程有限公司 | A kind of clear water reserviors training wall construction method |
| CN104480965A (en) * | 2014-12-22 | 2015-04-01 | 中建六局土木工程有限公司 | Construction method for guide wall of clean water tank |
| CN104830030A (en) * | 2015-02-05 | 2015-08-12 | 朱宏伟 | Epoxy resin material for repairing and waterproofing of concrete seam and preparation method thereof |
| CN104963257A (en) * | 2015-06-15 | 2015-10-07 | 中国建筑第八工程局有限公司 | Gap filling structure and construction method for stone road surface |
| CN106088160A (en) * | 2016-06-06 | 2016-11-09 | 国网山东省电力公司青岛供电公司 | Tunnel deformation seam processing method |
| CN106013259B (en) * | 2016-06-30 | 2018-07-10 | 陈梦圆 | Shake the underground engineering concrete structure deformation joint blocking method under bumpy weather |
| CN106013259A (en) * | 2016-06-30 | 2016-10-12 | 陈梦圆 | Method for plugging deformation joint of underground engineering concrete structure in vibration disturbing environment |
| CN106436771A (en) * | 2016-09-07 | 2017-02-22 | 南京正隆顺达高分子材料有限公司 | Tunnel and city pipe gallery leakage expansion joint repairing method and expansion joint device |
| CN106436771B (en) * | 2016-09-07 | 2018-07-10 | 南京正隆顺达高分子材料有限公司 | A kind of tunnel, city piping lane leakage expansion joint method for repairing and mending and expansion gap device |
| CN111910785A (en) * | 2020-08-06 | 2020-11-10 | 北京建工集团有限责任公司 | Ground anti-seismic deformation joint structure and construction method thereof |
| CN111910785B (en) * | 2020-08-06 | 2022-04-19 | 北京建工集团有限责任公司 | Ground anti-seismic deformation joint structure and construction method thereof |
| CN113249071A (en) * | 2021-04-23 | 2021-08-13 | 中科院广州化灌工程有限公司 | High-elasticity epoxy resin grouting material and preparation method and application thereof |
| CN113235652A (en) * | 2021-05-28 | 2021-08-10 | 中国二十冶集团有限公司 | Leakage plugging method for deformation joint of comprehensive pipe gallery |
| CN115232586A (en) * | 2022-08-02 | 2022-10-25 | 山东省公路桥梁建设集团有限公司 | Concrete structure crack repairing process |
| CN115232586B (en) * | 2022-08-02 | 2023-09-15 | 山东省公路桥梁建设集团有限公司 | Concrete structure crack repairing process |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104018526B (en) | 2015-09-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104018526B (en) | EPR deformation joint repairs water-stopping structure and construction method thereof | |
| CN105442862B (en) | A kind of distress in concrete infiltration water collision reinforcement and repair method | |
| CN107387123B (en) | The construction method of pressure grouting leak stopping is carried out for shield duct piece piece leakage phenomenon | |
| CN104534167B (en) | The drag reduction method of thixotropic slurry | |
| CN108825269A (en) | Mechanical Method service channel T socket part position adaptive waterproof construction | |
| CN105019919B (en) | Tunnel and its construction method for transmitting fluid | |
| CN101235632B (en) | Grouting leak-stopping technique | |
| CN108716410B (en) | Mechanical method connecting channel high-strength elastic wall post-grouting slurry and grouting method | |
| CN104961408A (en) | Exterior wall waterproof material | |
| CN206143827U (en) | Underground works crack repairing structure | |
| CN110396186A (en) | A kind of hydrophilic polyether, preparation method and its usage | |
| CN103276735B (en) | Integrated form high polymer grouting system | |
| CN108457485A (en) | A kind of concrete floor cracking percolating water repairerment technique | |
| CN112459010A (en) | Hydraulic engineering concrete dam leakage-repairing reinforcing grouting method | |
| CN104131532B (en) | Leaking stoppage method and structure for karst pipeline | |
| CN206128318U (en) | Stagnant water structure is repaired to movement joint | |
| CN210163948U (en) | Construction system for pouring post-cast strip of basement roof | |
| CN103276736B (en) | Trailer-type high polymer grouting system | |
| CN112960942B (en) | Thixotropic slurry for earth pressure balance jacking pipe in anhydrous sand layer, preparation method thereof, grouting method and slurry replacement method | |
| CN101870575A (en) | Hydropower station pressure pipeline grouting construction method and gel material | |
| CN203924150U (en) | EPR deformation joint is repaired water-stopping structure | |
| CN105862872A (en) | Deep foundation pit support structure joint water stop construction method | |
| CN105714739B (en) | Preventing secondary cracking process of repairing in fluting method seepage treatment | |
| CN204827469U (en) | A tunnel for transmission fluid | |
| WO2015030163A1 (en) | Material for stopping water at water-leaking cracks which is produced using high-performance inorganic crack injection material, and technique for stopping water at water-leaking cracks |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: KINGBIRD CONSTRUCTION GROUP CO., LTD.,OFF HANGZHOU Effective date: 20150731 Owner name: NINGBO HIGH NEW DISTRICT BAIMAO HIGH POLYMER MATER Free format text: FORMER OWNER: KINGBIRD CONSTRUCTION GROUP CO., LTD.,OFF Effective date: 20150731 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhu Hongwei Inventor after: Mao Chenyang Inventor after: Yuan Wenxin Inventor after: Wang Mingzhu Inventor after: Wu Xujie Inventor after: Xia Hang Inventor after: Zhu Wenjun Inventor before: Mao Chenyang Inventor before: Zhu Hongwei Inventor before: Yuan Wenxin Inventor before: Wang Mingzhu Inventor before: Wu Xujie Inventor before: Xia Hang Inventor before: Yu Wen |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: MAO CHENYANG ZHU HONGWEI YUAN WENXIN WANG MINGZHU WU XUJIE XIA HANG YU WEN TO: ZHU HONGWEI MAO CHENYANG YUAN WENXIN WANG MINGZHU WU XUJIE XIA HANG ZHU WENJUN |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20150731 Address after: 8020-49, room 1558, 315040 Jiangnan Road, Ningbo hi tech Development Zone, Zhejiang, Ningbo Applicant after: Ningbo High New District Baimao High Polymer Material Co., Ltd. Applicant after: Kingbird Construction Group Applicant after: Hangzhou Hongxu Construction Co., Ltd. Address before: Hangzhou City, Zhejiang Province, Binjiang District 310053 South Road No. 3688 building 11 floor sink trendsetter Applicant before: Kingbird Construction Group |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Room 8020-49, No. 1558, Jiangnan Road, Ningbo hi tech Zone, Ningbo 315040, Zhejiang Province Patentee after: NINGBO CITY HIGH-TECH ZONE BAIMAO POLYMER MATERIALS Co.,Ltd. Patentee after: Ping An Construction Group Co.,Ltd. Patentee after: HANGZHOU HONGXU CONSTRUCTION Co.,Ltd. Address before: Room 8020-49, No. 1558, Jiangnan Road, Ningbo hi tech Zone, Ningbo 315040, Zhejiang Province Patentee before: NINGBO CITY HIGH-TECH ZONE BAIMAO POLYMER MATERIALS Co.,Ltd. Patentee before: KINGBIRD CONSTRUCTION GROUP Co.,Ltd. Patentee before: HANGZHOU HONGXU CONSTRUCTION Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |