CN110541578A - Concrete defect repairing and reinforcing and color difference processing construction method - Google Patents
Concrete defect repairing and reinforcing and color difference processing construction method Download PDFInfo
- Publication number
- CN110541578A CN110541578A CN201910844742.5A CN201910844742A CN110541578A CN 110541578 A CN110541578 A CN 110541578A CN 201910844742 A CN201910844742 A CN 201910844742A CN 110541578 A CN110541578 A CN 110541578A
- Authority
- CN
- China
- Prior art keywords
- concrete
- color
- repairing
- reinforcing
- finish
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
- E04G23/0211—Arrangements for filling cracks or cavities in building constructions using injection
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0296—Repairing or restoring facades
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
the invention discloses a concrete defect repairing, reinforcing and color difference processing construction method, which comprises the following steps: step 1: cleaning up dust and stains at damaged parts on the surface of the concrete; step 2: injecting a concrete repairing agent to the defect part, polishing the surface of the concrete repairing agent after the concrete repairing agent is cured, and 3: and after the surface is polished to be flat, preparing a base coating material according to the color of the peripheral concrete, and brushing the prepared base coating material on the repaired part by using a roller to completely cover the repaired part. Has the advantages that: the invention can repair concrete cracks and concrete surface damages more quickly and simply, can restore the original color and design of the concrete, ensures that the overall color and design of the concrete are consistent and the whole concrete is beautiful, can effectively solve the problem of poor color of the concrete and improve the pass rate of engineering acceptance.
Description
Technical Field
The invention relates to the field of concrete defect repair, in particular to a concrete defect repair reinforcement and color difference processing construction method.
Background
At present, in concrete defect repair treatment, including but not limited to concrete crack treatment, concrete surface damage repair, honeycomb pitted surface treatment and other repair methods, the color of the concrete surface is different after repair due to the diversification of repair materials, the color difference is serious, the attractiveness is influenced, even the acceptance is influenced, the whole effect of a building is influenced, and due to the single repair construction mode, the secondary damage of a concrete matrix to be repaired is easily caused, and the repair quality and efficiency of concrete are reduced.
In the chinese patent concrete crack repairing structure and repairing method with patent number CN201810306140, the author only provides a method for repairing cracks, but does not solve the problem of repairing marks after repairing, which may cause serious repairing marks on the surface of concrete and affect the overall beauty of concrete.
Disclosure of Invention
The invention aims to solve the problems and provide a concrete defect repairing, reinforcing and color difference processing construction method.
The invention realizes the purpose through the following technical scheme:
A concrete defect repairing, reinforcing and color difference processing construction method comprises the following steps:
Step 1: the method has the advantages that dust and stains on the damaged part on the surface of the concrete are cleaned, so that the influence of the dust and the stains on crack repair is effectively prevented, and the repair quality of the concrete is ensured;
Step 2: injecting a concrete repairing agent into the defect part, and polishing the surface of the concrete repairing agent after the concrete repairing agent is cured, wherein the concrete repairing agent is a 10-minute concrete repairing agent, has strong seepage force and short action time, and greatly improves the repairing efficiency;
and step 3: after the surface is polished to be flat, preparing a base coating material according to the color of the peripheral concrete, brushing the prepared base coating material on a repaired part by using a roller, and completely covering the repaired part so as to facilitate the subsequent paint color mixing treatment;
And 4, step 4: and then, the design and color finish paint is prepared according to the color of the peripheral concrete, more than three colors are prepared for the design and color finish paint, and the prepared design and color finish paint is subjected to finish paint patting and coating by using special felts or seaweed blocks, so that the finish paint has natural and irregular images, and is naturally linked with the color of the peripheral concrete to form a whole, the whole color of the concrete after being repaired is consistent, the whole appearance is attractive, and the pass rate of engineering acceptance is improved.
Further, the step 1 is mainly operated by an external air compressor when cleaning dust on the damaged concrete.
furthermore, the concrete repairing agent in the step 2 has strong self-permeability, can penetrate a crack with the depth of 50 cm of 0.2 mm without pressurization, does not contain a solvent, can be completely cured to form a hard material which is completely bonded with the concrete, has the strength of 30 MPa and micro toughness, and can be cured within 10-20 minutes.
Furthermore, the design and color finish in the step 4 is the same as the design and color finish in the prior art, so that the corresponding color can be conveniently blended according to the actual repairing requirement, and the color difference of the repaired concrete can be avoided.
the invention has the beneficial effects that:
1. The invention not only can repair concrete cracks and concrete surface damages more quickly and simply, but also can restore the original color and the design color of the concrete, so that the overall color and the design color of the concrete are consistent and the overall appearance is attractive, the problem of poor color of the concrete can be effectively solved, and the pass rate of engineering acceptance is improved;
2. according to the invention, by adopting the corresponding repairing treatment method according to the type of the crack, the rapid repairing of the concrete can be realized on the premise of not damaging the original concrete matrix, the repairing quality and efficiency of the concrete are ensured, and the secondary damage of the concrete matrix is avoided.
Detailed Description
the present invention will be described in detail with reference to specific examples below:
example 1
Aiming at the concrete crack, the vertical downward crack and the crack width are smaller than 2 mm, high-pressure gas of an air compressor is used for cleaning the inside of the crack, dust and stains in the crack are cleaned, a 10-minute repairing agent is used for pouring, the material of the repairing agent has strong self-permeability and can penetrate the crack with the depth of 50 cm of 0.2 mm without pressurization, the material does not contain a solvent and can be completely cured to form a hard material which is completely bonded with concrete, the strength of the material can reach 30 MPa, the micro-toughness is realized, the crack is completely filled with the 10-minute repairing agent, the material is cured for 10-20 minutes, the surface is polished, after the surface is polished to be flat, a primary coating material is prepared according to the color of the peripheral concrete, the prepared primary coating material is coated on the repaired part by a roller, and the repaired part is completely covered. And then, blending a design and color finish according to the color of the peripheral concrete, blending more than three colors of the design and color finish, and performing finish-painting beating coating on the blended design and color finish by using special felts or seaweed blocks to enable the finish to have natural and irregular images so as to naturally link with the color of the peripheral concrete to form a whole.
example 2
the invention aims at the concrete wall surface, when the cracks are treated in the concrete wall surface, the width of the cracks is less than 2 mm, high-pressure gas of an air compressor is used for cleaning the interior of the cracks, dust and stains in the interior of the cracks are cleaned, the cracks are completely covered and sealed by using a transparent sealing adhesive tape, holes are taken on the adhesive tape, the hole positions are above the cracks, one hole is taken at each 20 cm interval of the hole positions, then a grouting nozzle is installed, the grouting nozzle is of a punching-free sticking type, after the grouting nozzle is installed, a mending agent is mixed for 10 minutes, the mending agent is extracted by an injector, the mending agent is injected into the grouting nozzle from bottom to top in sequence until the grouting nozzle is full, the grouting nozzle is plugged, then the next grouting nozzle is used for grouting until the whole crack is grouted, the material is cured for 10-20 minutes, the sealing adhesive tape and the grouting nozzle are cleaned, the surface is polished, and the surface is leveled, preparing a primary coating material according to the color of the peripheral concrete, coating the prepared primary coating material on a repaired part by using a roller, completely covering the repaired part, preparing a color and finish according to the color of the peripheral concrete, wherein more than three colors are required to be prepared for the color and finish, and performing finish beating coating on the prepared color and finish by using special felts or seaweed blocks to enable the finish to have natural and irregular images so as to naturally join with the color and the color of the peripheral concrete to form a whole.
Example 3
aiming at the damage of a concrete base layer, when the pitted surface of a honeycomb is treated, firstly, floating ash and stains on the surface of the concrete are cleaned, the surface of the concrete is kept dry, when the concrete is loosened, a steel wire brush or a grinding machine is used for removing the loosened part, and a repairing agent is used for 10 minutes according to the ratio of 1:1 or 1: 2, mixing the mixture with quartz sand, blending the mixture into repair mortar, repairing and leveling the defect part, cleaning and polishing the surface after 20 minutes, polishing the repaired part to be the same height with the peripheral concrete, blending a primary coating material according to the color of the peripheral concrete after polishing and leveling the surface, coating the blended primary coating material on the repaired part by using a roller, completely covering the repaired part, blending a color finishing coat according to the color of the peripheral concrete, blending more than three colors for the color finishing coat, and performing finishing coat beating coating on the blended color finishing coat by using special felts or seaweed blocks to enable the finishing coat to have natural and irregular images so as to naturally link with the color of the peripheral concrete to form a whole.
example 4
Aiming at the problems that the concrete surface is polluted and the color difference is serious, the method firstly cleans the floating ash and the stain on the concrete surface, keeps the concrete surface dry, and can use a repairing agent for 10 minutes according to the ratio of 1:1 or 1: 2, mixing with quartz powder, blending to repair putty, repairing the defect part, and leveling. The method comprises the steps of cleaning and polishing the surface of a repaired part after 20 minutes, polishing the repaired part to a height which is consistent with the height of peripheral concrete, blending a primary coating material according to the color of the peripheral concrete after polishing the surface to be smooth, coating the blended primary coating material on the repaired part by using a roller, completely covering the repaired part, blending a design and color finish according to the design and color of the peripheral concrete, blending more than three colors of the design and color finish, and performing finish-coating on the blended design and color finish by using special felts or seaweed blocks to enable the finish to have natural and irregular images so as to naturally link and form a whole with the design and color of the peripheral concrete.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (6)
1. A concrete defect repairing, reinforcing and color difference processing construction method is characterized in that: it comprises the following steps:
Step 1: cleaning up dust and stains at damaged parts on the surface of the concrete;
Step 2: injecting a concrete repairing agent to the defect part, and polishing the surface of the concrete repairing agent after the concrete repairing agent is cured;
And step 3: after the surface is polished to be flat, preparing a base coating material according to the color of the peripheral concrete, brushing the prepared base coating material on a repaired part by using a roller, and completely covering the repaired part;
And 4, step 4: and then, blending a design and color finish according to the color of the peripheral concrete, blending more than three colors of the design and color finish, and performing finish-painting beating coating on the blended design and color finish by using special felts or seaweed blocks to enable the finish to have natural and irregular images so as to naturally link with the color of the peripheral concrete to form a whole.
2. The concrete defect repairing, reinforcing and color difference processing construction method according to claim 1, characterized in that: in the step 1, an external air compressor is mainly used for cleaning dust on the damaged concrete.
3. The concrete defect repairing, reinforcing and color difference processing construction method according to claim 1, characterized in that: the concrete repairing agent in the step 2 has strong self-permeability, can penetrate a crack with the depth of 0.2 mm and 50 cm without pressurization, does not contain a solvent, can be completely cured to form a hard material which is completely bonded with concrete, has the strength of 30 MPa and micro toughness, and can be cured within 10-20 minutes.
4. The concrete defect repairing, reinforcing and color difference processing construction method according to claim 1, characterized in that: and (3) after the repairing agent is cured in the step (2), polishing the surface.
5. The concrete defect repairing, reinforcing and color difference processing construction method according to claim 1, characterized in that: and 3, covering the repaired part in the step 3, and naturally curing for 12 hours.
6. the concrete defect repairing, reinforcing and color difference processing construction method according to claim 1, characterized in that: the design and color finish in the step 4 is the same as the design and color finish in the prior art.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910844742.5A CN110541578A (en) | 2019-09-07 | 2019-09-07 | Concrete defect repairing and reinforcing and color difference processing construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910844742.5A CN110541578A (en) | 2019-09-07 | 2019-09-07 | Concrete defect repairing and reinforcing and color difference processing construction method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110541578A true CN110541578A (en) | 2019-12-06 |
Family
ID=68712949
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910844742.5A Pending CN110541578A (en) | 2019-09-07 | 2019-09-07 | Concrete defect repairing and reinforcing and color difference processing construction method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110541578A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111877786A (en) * | 2020-05-26 | 2020-11-03 | 中建八局天津建设工程有限公司 | Construction method for repairing crack of ultra-long concrete structure |
CN114856244A (en) * | 2022-06-15 | 2022-08-05 | 东莞市虹迪装饰工程有限公司 | Construction process for repairing cracks and broken joints of ground turtles |
CN115324374A (en) * | 2022-08-19 | 2022-11-11 | 中国二十冶集团有限公司 | Concrete appearance defect repairing method |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001295475A (en) * | 2000-04-17 | 2001-10-26 | Shimizu Corp | Crack repairing method for colored floor |
CN104088415A (en) * | 2014-06-30 | 2014-10-08 | 北京市蓝宝新技术有限公司 | Construction method for finish concrete surface repair protective agent |
CN105220890A (en) * | 2014-05-30 | 2016-01-06 | 江海滢 | The method of decoration emulsion paint cracking of wall surface |
CN106948562A (en) * | 2017-03-29 | 2017-07-14 | 湖北武大珞珈工程结构检测咨询有限公司 | A kind of finished concrete repaiies color method |
CN107152170A (en) * | 2017-04-18 | 2017-09-12 | 山东电力建设第工程公司 | A kind of repairing technique of concrete |
JP2017226986A (en) * | 2016-06-21 | 2017-12-28 | アイカ工業株式会社 | Tile peel-off prevention method for extrusion molding cement plate |
KR20180056248A (en) * | 2016-11-18 | 2018-05-28 | 심준용 | A temperature sensitive composition for closing-material of inner and outer wall panel of building |
-
2019
- 2019-09-07 CN CN201910844742.5A patent/CN110541578A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001295475A (en) * | 2000-04-17 | 2001-10-26 | Shimizu Corp | Crack repairing method for colored floor |
CN105220890A (en) * | 2014-05-30 | 2016-01-06 | 江海滢 | The method of decoration emulsion paint cracking of wall surface |
CN104088415A (en) * | 2014-06-30 | 2014-10-08 | 北京市蓝宝新技术有限公司 | Construction method for finish concrete surface repair protective agent |
JP2017226986A (en) * | 2016-06-21 | 2017-12-28 | アイカ工業株式会社 | Tile peel-off prevention method for extrusion molding cement plate |
KR20180056248A (en) * | 2016-11-18 | 2018-05-28 | 심준용 | A temperature sensitive composition for closing-material of inner and outer wall panel of building |
CN106948562A (en) * | 2017-03-29 | 2017-07-14 | 湖北武大珞珈工程结构检测咨询有限公司 | A kind of finished concrete repaiies color method |
CN107152170A (en) * | 2017-04-18 | 2017-09-12 | 山东电力建设第工程公司 | A kind of repairing technique of concrete |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111877786A (en) * | 2020-05-26 | 2020-11-03 | 中建八局天津建设工程有限公司 | Construction method for repairing crack of ultra-long concrete structure |
CN114856244A (en) * | 2022-06-15 | 2022-08-05 | 东莞市虹迪装饰工程有限公司 | Construction process for repairing cracks and broken joints of ground turtles |
CN115324374A (en) * | 2022-08-19 | 2022-11-11 | 中国二十冶集团有限公司 | Concrete appearance defect repairing method |
CN115324374B (en) * | 2022-08-19 | 2023-11-21 | 中国二十冶集团有限公司 | Method for repairing appearance defects of concrete |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110541578A (en) | Concrete defect repairing and reinforcing and color difference processing construction method | |
CN101864843B (en) | Method for repairing floriation and linellae of granitic plaster on historical building | |
CN101538918B (en) | Method for refreshing ceramic tiles of exterior wall finish of building | |
CN103938758B (en) | The preparation method of the concavo-convex graining body of wall of a kind of clear-water concrete | |
CN108625618B (en) | Quick repair method for water seepage caused by rupture of waterproof layer of bathroom without disassembling bricks | |
CN105386609A (en) | Repairing technology for fair-faced concrete defects | |
CN102627890A (en) | Super-energy purifying emulsion paint and preparation method thereof, application thereof and using method thereof | |
CN108343213A (en) | A kind of underground parking garage epoxy resin mortar abrasion-proof terrace and construction method | |
CN104774035B (en) | Concrete or building mortar surface reinforcing agent and Enhancement Method | |
CN105178562A (en) | Inorganic crystal grindstone integrated terrace system and construction process thereof | |
KR20170115261A (en) | The construction method of terrazzo | |
CN103321367B (en) | Clear-water concrete clear water coating construction process | |
CN111217569A (en) | Repair mortar and repair construction method for concrete structure damaged part | |
CN117090418A (en) | Ancient building and archaized building decoration and fitment process | |
CN113152841A (en) | Epoxy self-leveling ground construction method for concrete sealing curing agent | |
CN102691423B (en) | Construction method for duplicating soft mould and installing building granitic plaster floriation member | |
CN113719149B (en) | Lacquer repair process for wood components | |
KR101591019B1 (en) | Constructing method of scenery structure using high performance mortar | |
CN107476596A (en) | A kind of cast-in-place renovation reinforced construction method of RC floors | |
CN114352062A (en) | Construction process for protecting and repairing stone carving component of ancient building | |
CN111021775A (en) | Repairing method for local cracks of hardened terrace | |
CN113431369A (en) | Ancient building wall repairing method | |
KR20100035204A (en) | Constructive method of dry grinding bottom close material of building | |
CN117588083B (en) | Long-acting upgrading and reconstruction construction method capable of enabling water mill Dan Kangshen to be wear-resistant and high-gloss | |
Hughes et al. | Roman cement: part two: stucco and decorative elements, a conservation strategy |
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 | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20191206 |