CN108457485B - Repairing process for concrete floor cracking and water leakage - Google Patents

Repairing process for concrete floor cracking and water leakage Download PDF

Info

Publication number
CN108457485B
CN108457485B CN201810119592.7A CN201810119592A CN108457485B CN 108457485 B CN108457485 B CN 108457485B CN 201810119592 A CN201810119592 A CN 201810119592A CN 108457485 B CN108457485 B CN 108457485B
Authority
CN
China
Prior art keywords
cracking
coating
waterproof
parts
grouting
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.)
Active
Application number
CN201810119592.7A
Other languages
Chinese (zh)
Other versions
CN108457485A (en
Inventor
刘志宏
邓有华
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.)
Xiamen Dingchao building repair Research Institute Co.,Ltd.
Original Assignee
Xiamen DrWaterproof Building Engineering Co ltd
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 Xiamen DrWaterproof Building Engineering Co ltd filed Critical Xiamen DrWaterproof Building Engineering Co ltd
Priority to CN201810119592.7A priority Critical patent/CN108457485B/en
Publication of CN108457485A publication Critical patent/CN108457485A/en
Application granted granted Critical
Publication of CN108457485B publication Critical patent/CN108457485B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0203Arrangements for filling cracks or cavities in building constructions
    • E04G23/0211Arrangements for filling cracks or cavities in building constructions using injection

Abstract

The invention discloses a process for repairing concrete floor cracking and leaking water, which comprises the following steps: 1, knocking out all material filling layers on the surface of a cracking part to a concrete base layer; 2 chiseling a V-shaped groove at the cracking part; 3, grouting by embedding grouting needles in the cracking parts; 4 after the grouting liquid is completely foamed, removing the grouting needle; 5 coating an interface waterproof agent on the concrete base layer including the chiseled V-shaped groove; the 6 'V' -shaped groove is blocked by waterproof sealant; 7 adopting repair mortar to carry out structural reinforcement; 8 brushing a waterproof coating of a crack-resisting glue; 9, flatly pasting the polyester cloth soaked with the seam-sealing glue waterproof coating on the surface; coating a crack-resisting glue waterproof coating on the surface of the steel pipe 10; 11, adopting repair mortar for integral painting protection; and 12, leveling and recovering by adopting surface putty coating. The invention solves the problem of water leakage of concrete floor by using various waterproof materials and combining with the process through structural design.

Description

Repairing process for concrete floor cracking and water leakage
Technical Field
The invention relates to the field of building engineering, in particular to a process for repairing cracked and leaking water of a concrete floor slab.
Background
The concrete floor cracking is a special part which is easy to leak, and the reason for the water leakage is mainly as follows:
⑴ the engineering deformation is too large to exceed the allowable deformation range, mainly including expansion and contraction and uneven settlement of the foundation.
⑵ because the concrete is not compacted, it is loose, has dog-hole and honeycomb structure, and forms a water-leaking channel.
⑶ the water-proof property is not strengthened during construction.
Once the concrete floor cracks and leaks, the waterproof failure of the crack part is indicated. Therefore, comprehensive leakage treatment for structural reinforcement can be effective.
It is important to note that the information disclosed in this background is only for enhancement of understanding of the general background of the invention and should not be taken as an acknowledgement or any form of suggestion that this information constitutes prior art already known to a person skilled in the art.
Disclosure of Invention
In order to solve the technical problems, the invention aims to provide a concrete floor cracking and water leakage repairing process capable of performing systematic leakage treatment.
The adopted technical scheme is as follows:
a process for repairing concrete floor cracking and water leakage comprises the following steps:
s1, knocking out all material filling layers on the surface of a cracking position of a concrete floor to a concrete base layer;
s2, chiseling a V-shaped groove at the cracking part;
s3, grouting by embedding grouting needles in the cracking parts, wherein the grouting material is a hydrophobic polyurethane grouting material;
s4, removing the grouting needle after the grouting liquid is completely foamed;
s5, coating an interface waterproof agent on the concrete base layer including the chiseled V-shaped groove;
s6, plugging the deep part of the V-shaped groove by using waterproof sealant;
s7, adopting repair mortar to reinforce the structure;
s8, brushing a waterproof coating of a crack-resisting glue;
s9, flatly sticking the polyester cloth soaked with the seam-sealing glue waterproof coating on the surface;
s10, brushing a crack-resisting glue waterproof coating on the surface;
s11, adopting repair mortar to perform integral rendering protection;
s12, leveling and recovering by adopting surface putty coating.
The inventor finds that the water prevention is mainly self-prevention of the structure, the water leakage shows that the structure is damaged, the water prevention is invalid, so that water enters the structural layer, if the structure is not repaired in time, the structure is soaked in water for a long time, the internal steel bars are rusted, the concrete is cracked, the potential safety hazard is increased, and the later maintenance cost is higher.
The invention firstly solves the core structure problem, not only reinforces the original structure, but also achieves the function of protecting and preventing leakage of a new structure, can prolong the service life and reduce the potential safety hazard.
Then, on the material, preferably, the waterproof sealant consists of the following components in parts by weight:
Figure BDA0001571678290000021
preferably, the repair mortar consists of the following components in parts by weight:
Figure BDA0001571678290000022
Figure BDA0001571678290000031
preferably, the crack sealing glue waterproof coating comprises the following components in parts by weight:
Figure BDA0001571678290000032
preferably, the surface putty coating comprises the following components in parts by weight:
Figure BDA0001571678290000033
Figure BDA0001571678290000041
in conclusion, the beneficial effects of the invention are as follows:
the invention solves the problem of water leakage of concrete floor by using various waterproof materials and combining with the process through structural design.
Drawings
Fig. 1 is a schematic view of a repairing structure involved in a repairing process of water leakage during cracking of a concrete floor slab.
Fig. 2 is a partially enlarged view of a modified structure of fig. 1.
Detailed Description
The present invention will be described in detail with reference to the drawings and specific examples, but the use and purpose of these exemplary embodiments are merely to illustrate the present invention, not to limit the actual scope of the present invention in any way, and not to limit the scope of the present invention.
Referring to fig. 1 and 2, a process for repairing water leakage from concrete floor slab cracking comprises the following steps:
s1, knocking out all material filling layers on the surface of a cracking position of a concrete floor to a concrete base layer 10; for better understanding, the original structural layer 100 is shown in FIG. 1.
S2, chiseling a V-shaped groove 1 at the cracking part, for example, the width is 80mm and the depth is 30 mm;
s3, grouting by embedding grouting needles at the cracking parts 2, wherein the grouting material is a hydrophobic polyurethane grouting material;
s4, removing the grouting needle after the grouting liquid is completely foamed;
s5, coating an interface waterproof agent 3 on a concrete base layer including the chiseled V-shaped groove 1; the coating interface waterproof agent has the functions of: the waterproof sealant has the advantages that the waterproof effect is achieved, the bonding effect between the concrete base layer and the waterproof sealant is achieved, and the hollowing phenomenon is avoided. The interface waterproof agent consists of liquid and powder, wherein the powder consists of the following components in parts by mass: 370 portions of waterproof glue solution and 450 portions; 1-2 parts of a defoaming agent; 1-2 parts of a preservative; 1-2 parts of a wetting agent; water 550 and 630 portions; the powder consists of the following components in parts by mass: 800 portions of cement and 1000 portions of cement; 400 portions of sand and 600 portions of sand; 400 portions of coarse whiting; 10-20 parts of acrylic rubber powder. Wherein the raw material components are all available in the market. When in use, the liquid and the powder are uniformly mixed. See further patent CN103030425B for interfacial water repellent.
S6, plugging the deep part of the V-shaped groove 1 by using a waterproof sealant 4; the waterproof sealant comprises the following components in parts by weight: 80-100 parts of acrylic emulsion, 10-15 parts of heavy calcium carbonate, 3-5 parts of lignin fiber, 2-4 parts of wetting dispersant, 2-4 parts of silane coupling agent, 4-6 parts of thickening agent and 0.5-1 part of defoaming agent. Wherein the raw material components are all available in the market. The waterproof sealant and the interface waterproofing agent have good compatibility, and can generate good bonding effect between the waterproof sealant and the interface waterproofing agent.
S7, adopting repair mortar 5 to reinforce the structure; the repair mortar comprises the following components in parts by weight: 200 portions of sulfur-aluminum cement and 300 portions of sulfur-aluminum cement; 200 portions and 300 portions of ordinary Portland cement; 500 portions and 600 portions of quartz sand; 1-2 parts of a defoaming agent; 2-4 parts of cellulose ether; 1-2 parts of a water reducing agent; 8-15 parts of rubber powder. Wherein the gelatine powder is selected from 6021E gelatine powder available on the market. The starting components are all commercially available. When the repair mortar is used, a proper amount of water is mixed and stirred according to actual conditions.
S8, brushing a seam-restraining glue waterproof coating 6 which is a first way; the crack-resistant glue waterproof coating comprises the following components in parts by weight: 450 portions of styrene-acrylic emulsion 350 and 450 portions; 1-2 parts of a pH regulator; 3-5 parts of a wetting agent; 3-5 parts of a defoaming agent; 1-3 parts of a preservative; 4-6 parts of flash rust inhibitor; 7-12 parts of a film-forming assistant; 7-12 parts of a propylene glycol antifreeze agent; 45-55 parts of titanium dioxide; 300 portions of coarse whiting and 350 portions of coarse whiting; 4-8 parts of a leveling agent; 6-12 parts of a thickening agent. Wherein the raw material components can be obtained from the market: for example, as the styrene-acrylic emulsion, commercially available acalma ENCOR 5181; the pH regulator can adopt a commercially available Droju MA-95pH regulator; as the wetting agent, a commercially available Dow x-405 wetting agent can be used; as the anti-flash rust agent, commercially available dele hamming FA179 can be used; the film-forming assistant can adopt a commercial Issman film-forming assistant texanol; the leveling agent is a commercially available leveling agent RM-2020; the thickener was a commercially available thickener ASE-60.
S9, flatly sticking the polyester cloth 7 soaked with the seam-sealing glue waterproof coating on the surface; the polyester cloth can increase the stability and tensile strength of the structure;
s10, painting a crack-preventing glue waterproof coating 6 on the surface, which is the second step;
s11, adopting repair mortar 5 for integral rendering protection; the formula is consistent with the formula of the repair mortar material used in the step S7;
s12, leveling and recovering by adopting the surface putty coating 8, such as ground leveling and surface recovering. The surface putty coating comprises the following components in parts by weight: 50-60 parts of heavy calcium carbonate powder; 15-20 parts of talcum powder; 5-10 parts of sierozem powder; 20-30 parts of cement; 1-2 parts of hydroxyethyl methyl cellulose ether; 2-4 parts of water-soluble resin glue powder. Wherein the raw material components can be obtained from the market: for example, as the water-soluble resin adhesive powder, a commercially available CH-717 water-soluble resin adhesive powder is used. The water-soluble resin glue powder has strong adhesive force and can be well fused with other raw material components.
The repairing process for concrete floor cracking and water leakage comprehensively treats the concrete floor after the structure is firstly structured and then waterproofed, and systematically solves the problem of water leakage of the concrete floor due to the structural design and the combination with the specific process, so that the concrete floor can crack for more than 10 years without water leakage.
It should be noted that, the quotation marks in the document of the present invention: "", such as "crack sealer" is intended only to maintain general consistency and readability of the terms in the quote, and the quote itself is not intended to have any other limiting meaning.
The above-listed detailed description is only a specific description of a possible embodiment of the present invention, and they are not intended to limit the scope of the present invention, and equivalent embodiments or modifications made without departing from the technical spirit of the present invention should be included in the scope of the present invention.

Claims (4)

1. A concrete floor cracking and water leakage repairing process is characterized by comprising the following steps:
s1, knocking out all material filling layers on the surface of a cracking position of a concrete floor to a concrete base layer;
s2, chiseling a V-shaped groove at the cracking part;
s3, grouting by embedding grouting needles in the cracking parts, wherein the grouting material is a hydrophobic polyurethane grouting material;
s4, removing the grouting needle after the grouting liquid is completely foamed;
s5, coating an interface waterproof agent on the concrete base layer including the chiseled V-shaped groove;
s6, plugging the deep part of the V-shaped groove by using waterproof sealant;
s7, adopting repair mortar to reinforce the structure;
s8, brushing a waterproof coating of a crack-resisting glue; the crack-resistant glue waterproof coating comprises the following components in parts by weight:
Figure FDA0002382466080000011
s9, flatly sticking the polyester cloth soaked with the seam-sealing glue waterproof coating on the surface;
s10, brushing a crack-resisting glue waterproof coating on the surface;
s11, adopting repair mortar to perform integral rendering protection;
s12, leveling and recovering by adopting surface putty coating.
2. The process for repairing concrete floor cracking and water leakage according to claim 1, wherein the waterproof sealant comprises the following components in parts by weight:
Figure FDA0002382466080000021
3. the process for repairing concrete floor cracking and water leakage according to claim 1, wherein the repair mortar comprises the following components in parts by weight:
Figure FDA0002382466080000022
4. the process for repairing concrete floor cracking and water leakage according to claim 1, wherein said surface putty coating comprises the following components in parts by weight:
Figure FDA0002382466080000023
Figure FDA0002382466080000031
CN201810119592.7A 2018-02-06 2018-02-06 Repairing process for concrete floor cracking and water leakage Active CN108457485B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810119592.7A CN108457485B (en) 2018-02-06 2018-02-06 Repairing process for concrete floor cracking and water leakage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810119592.7A CN108457485B (en) 2018-02-06 2018-02-06 Repairing process for concrete floor cracking and water leakage

Publications (2)

Publication Number Publication Date
CN108457485A CN108457485A (en) 2018-08-28
CN108457485B true CN108457485B (en) 2020-06-26

Family

ID=63239632

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810119592.7A Active CN108457485B (en) 2018-02-06 2018-02-06 Repairing process for concrete floor cracking and water leakage

Country Status (1)

Country Link
CN (1) CN108457485B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184253A (en) * 2018-10-15 2019-01-11 吉安职业技术学院 A kind of method for repairing and mending of exterior wall leakage
CN110863597A (en) * 2019-11-14 2020-03-06 中国二十冶集团有限公司 Prefabricated floor slab crack prevention and repair method for assembly type steel frame laminated slab factory building
CN111456479A (en) * 2020-04-09 2020-07-28 深圳市维业装饰集团股份有限公司 Ceiling leakage treatment method
CN113323440A (en) * 2021-06-10 2021-08-31 上海凯顿百森建筑工程有限公司 Concrete gap repairing and anti-seepage treatment method
CN113833500B (en) * 2021-09-01 2023-07-04 中国华冶科工集团有限公司 Restoration method for waterproof and impermeable layer of mountain cave depot

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100523408C (en) * 2008-05-15 2009-08-05 浙江中富建筑集团股份有限公司 Method for mending building wall body slit
CN101701128B (en) * 2009-11-26 2012-04-04 江苏兰陵高分子材料有限公司 Water-based two-pack polyurethane preservative coating and preparation method thereof
CN202787329U (en) * 2012-08-17 2013-03-13 浙江省东海建设有限公司 Large leakage treatment structure for underground continuous wall
CN103321442A (en) * 2013-06-14 2013-09-25 浙江建设职业技术学院 Self-compensating repair structure and process for internal stress cracking of inner wall heat insulating wall surface
KR20170079436A (en) * 2015-12-30 2017-07-10 대한화재복구 주식회사 Method For Restoring From Damages By Fire On Building
CN105888279A (en) * 2016-04-19 2016-08-24 方耀 Processing method of commercial concrete floor cracks
CN106285033A (en) * 2016-08-12 2017-01-04 马鞍山十七冶工程科技有限责任公司 A kind of Light trabs crack repairing method
CN106836133A (en) * 2017-03-31 2017-06-13 长江勘测规划设计研究有限责任公司 Structure and construction method are repaired in a kind of concrete slab extruding destruction

Also Published As

Publication number Publication date
CN108457485A (en) 2018-08-28

Similar Documents

Publication Publication Date Title
CN108457485B (en) Repairing process for concrete floor cracking and water leakage
CN108252530B (en) Parapet leakage water repairing process
CN104179128B (en) The reinforcement means of concrete pier
CN108374566B (en) Repairing process for leakage water on back water surface
CN108797651B (en) Construction method of basement bottom plate leakage water repairing system
CN108868176B (en) Construction method of kitchen and bathroom water leakage repairing system
KR101743930B1 (en) Method of repair and reinforcement of crack of concrete structure
CN108385998B (en) Repairing process for external wall leakage water
CN207904991U (en) A kind of underground engineering repairing concrete crack construction
CN107165434B (en) A kind of high-pressure slip-casting blocking method for toilet floor
KR101888662B1 (en) Concrete repair, waterproofing, rust proofing of rebar, and negative pressure waterproofing methods disposed in a wet area by using all cementitious materials such as waterplug, rustproofing ,repair and waterproofing materials
CN108343164A (en) A kind of expansion joint percolating water repairerment technique
CN111271084B (en) Tunnel crown arch structure repairing method and repairing structure
CN112211230A (en) Steel plate mortar brick composite structure and method for repairing leakage of concrete structure by using same
CN112593726A (en) Anti-frost heaving leaking stoppage and reinforcement method for cold region
CN104060576B (en) Concrete for hydraulic structure member expansion joint waterstop repairs attachment structure and method for repairing and connecting
CN108277932B (en) Pipe edge water leakage repairing process
KR20190100082A (en) A repair unit for repairing a detachment site or a crack site of a concrete building, and a repair or detachment site using the repair unit
CN214462853U (en) Self-healing concrete micro-crack repairing structure
CN211597830U (en) Roof gap repairing structure
KR20140046806A (en) Construction method for discharge layer crack prevention and discharge layer
CN113503056A (en) Building deformation joint leakage maintenance method
CN204662676U (en) Building dilatation joint waterproof structure
CN114412220A (en) Leakage repairing process for construction joint of external wall
CN208815932U (en) A kind of water leakage through exterior wall repairerment system

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
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20220330

Address after: 361000 3f-a634, Zone C, innovation building, software park, torch high tech Zone, Xiamen, Fujian

Patentee after: Xiamen Dingchao building repair Research Institute Co.,Ltd.

Address before: 361000 room 2105, 21 tower, 166 East Tower Road, Siming District, Xiamen, Fujian.

Patentee before: XIAMEN DR.WATERPROOF BUILDING ENGINEERING CO.,LTD.