CN110593597A - Method for repairing wall crack - Google Patents
Method for repairing wall crack Download PDFInfo
- Publication number
- CN110593597A CN110593597A CN201910791364.9A CN201910791364A CN110593597A CN 110593597 A CN110593597 A CN 110593597A CN 201910791364 A CN201910791364 A CN 201910791364A CN 110593597 A CN110593597 A CN 110593597A
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- CN
- China
- Prior art keywords
- wall
- crack
- cracks
- repairing
- concrete
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- 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.)
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- 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
Abstract
The invention discloses a method for repairing wall cracks, which comprises the following steps: cleaning the position of the wall surface with cracks; preparing a steel bar with the common diameter of D, using a cutting machine to cut round holes in two wall surfaces which are adjacent to the wall body with the crack at 90 degrees, and fixing the two parallel wall surfaces by penetrating the steel bar through the round holes; respectively forming bolt holes at the upper and lower parts of the two sides of the crack, and fixing a fixing plate at one side of the crack through the bolt holes, wherein the area of the fixing plate is larger than that of the crack; putting a proper amount of cement, stones, sand, epoxy resin and water into a stirrer, and uniformly mixing to obtain concrete; adding concrete into the cracks to enable the concrete to completely fill the cracks; and finally, disassembling the baffle and the fixing plate, and spraying water for maintenance. According to the method for repairing the wall crack, the wall surface related to the crack wall body is fixed through the steel bars, so that the crack cannot be enlarged, the crack repairing quality is improved, and the service life of the wall body is prolonged.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a method for repairing wall cracks.
Background
At present, in the field of building engineering, a wall body structure formed by embedding reinforcing steel bars inside and pouring concrete is widely applied, because the brittleness of the concrete structure is extremely high, cracks often inevitably appear on the wall body after the wall body is used for a long time, if the cracks are not treated in time, the cracks can continue to grow, the water tightness of the concrete structure is reduced, the leakage is caused, the service life of the wall body is influenced, and some walls can not be used even, so that the potential safety hazard is great. In the prior art, the traditional method for repairing concrete cracks adopts water-based adhesive to mix cement for repairing, but the traditional method is difficult to reach the current anti-leakage repairing standard and is gradually eliminated, most of the existing methods for repairing wall cracks are temporary, can crack after a long time, and can not keep the stability of cracks, and the cracks are more and more large along with the lapse of time, so that a novel method for repairing wall cracks is needed to solve the problems and meet the requirements of people.
Disclosure of Invention
The present invention is directed to a method for repairing cracks in a wall, so as to solve the above problems.
In order to achieve the purpose, the invention provides the following technical scheme: a method for repairing wall cracks comprises the following steps:
cleaning the position of a wall surface with cracks, polishing and flattening the crack openings by using abrasive paper, and cleaning up dust and broken stones in the wall gaps by using a high-speed blower;
step two, preparing a steel bar with the common diameter of D, using a cutting machine to cut round holes in two wall surfaces which are adjacent to the wall body with the crack at 90 degrees, and fixing the two parallel wall surfaces by the steel bar penetrating through the round holes;
respectively forming bolt holes at the upper and lower parts of the two sides of the crack, and fixing a fixing plate at one side of the crack through the bolt holes, wherein the area of the fixing plate is larger than that of the crack;
putting a proper amount of cement, stones, sand, epoxy resin and water into a stirrer, and uniformly mixing to obtain concrete;
fifthly, adding concrete into the cracks to enable the concrete to completely fill the cracks, then trowelling the concrete filling layer and the wall body, and then manufacturing a baffle plate with the same size and position as the fixing plate on the other side of the cracks;
and step six, finally, disassembling the baffle and the fixing plate, and performing watering maintenance.
Preferably, both ends of the steel bar in the second step are provided with threads, the part of the steel bar, which exceeds the wall body, is provided with a stop block, and the stop block is fixed on the wall surface through a bolt.
Preferably, the diameter of the steel bar in the second step is 1-1.5 cm.
Preferably, the mass ratio of the cement, the stone blocks, the sand, the epoxy resin and the water in the fourth step is 27 parts of the cement, 13 parts of the stone blocks, 35 parts of the sand, 13 parts of the epoxy resin and 27 parts of the water.
Preferably, the process time between step five and step six is 24-48 hours.
Preferably, the cement, stone, sand, epoxy resin and water in the fourth step are stirred in a stirrer for 2 hours.
The invention has the technical effects and advantages that: the wall surface related to the crack wall body is fixed through the steel bars, so that cracks cannot be enlarged; the method is simple to operate, and the concrete is subjected to watering maintenance after being filled, so that the newly filled concrete is continuously hardened in the maintenance process, the strength is continuously improved, the crack repairing quality is improved, and the service life of the wall body is prolonged.
Detailed Description
The following will clearly and completely describe the technical solutions in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
A method for repairing wall cracks is characterized in that: the method comprises the following steps:
cleaning the position of a wall surface with cracks, polishing and flattening the crack openings by using abrasive paper, and cleaning up dust and broken stones in the wall gaps by using a high-speed blower;
step two, preparing a steel bar with the common diameter of D, using a cutting machine to cut round holes in two wall surfaces which are adjacent to the wall body with the crack at 90 degrees, and fixing the two parallel wall surfaces by the steel bar penetrating through the round holes;
respectively forming bolt holes at the upper and lower parts of the two sides of the crack, and fixing a fixing plate at one side of the crack through the bolt holes, wherein the area of the fixing plate is larger than that of the crack;
putting a proper amount of cement, stones, sand, epoxy resin and water into a stirrer, and uniformly mixing to obtain concrete;
fifthly, adding concrete into the cracks to enable the concrete to completely fill the cracks, then trowelling the concrete filling layer and the wall body, and then manufacturing a baffle plate with the same size and position as the fixing plate on the other side of the cracks;
and step six, finally, disassembling the baffle and the fixing plate, and performing watering maintenance.
In the second step, the two ends of the steel bar are provided with threads, the part of the steel bar, which exceeds the wall body, is provided with the stop block, and the stop block is fixed on the wall surface through the bolt.
The method for repairing the wall crack is characterized in that the diameter of the steel bar in the second step is 1 cm.
The method for repairing the wall crack is characterized in that the process time between the fifth step and the sixth step is 24-48 hours.
The method for repairing the wall crack is characterized in that in the fourth step, the cement, the stone, the sand, the epoxy resin and the water are stirred in a stirrer for 2 hours.
Example 2
A method for repairing wall cracks is characterized in that: the method comprises the following steps:
cleaning the position of a wall surface with cracks, polishing and flattening the crack openings by using abrasive paper, and cleaning up dust and broken stones in the wall gaps by using a high-speed blower;
step two, preparing a steel bar with the common diameter of D, using a cutting machine to cut round holes in two wall surfaces which are adjacent to the wall body with the crack at 90 degrees, and fixing the two parallel wall surfaces by the steel bar penetrating through the round holes;
respectively forming bolt holes at the upper and lower parts of the two sides of the crack, and fixing a fixing plate at one side of the crack through the bolt holes, wherein the area of the fixing plate is larger than that of the crack;
putting a proper amount of cement, stones, sand, epoxy resin and water into a stirrer, and uniformly mixing to obtain concrete;
fifthly, adding concrete into the cracks to enable the concrete to completely fill the cracks, then trowelling the concrete filling layer and the wall body, and then manufacturing a baffle plate with the same size and position as the fixing plate on the other side of the cracks;
and step six, finally, disassembling the baffle and the fixing plate, and performing watering maintenance.
In the second step, the two ends of the steel bar are provided with threads, the part of the steel bar, which exceeds the wall body, is provided with the stop block, and the stop block is fixed on the wall surface through the bolt.
The method for repairing the wall crack is characterized in that the diameter of the steel bar in the second step is 1.3 cm.
The method for repairing the wall crack is characterized in that the process time between the fifth step and the sixth step is 24-48 hours.
The method for repairing the wall crack is characterized in that in the fourth step, the cement, the stone, the sand, the epoxy resin and the water are stirred in a stirrer for 2 hours.
Example 3
A method for repairing wall cracks is characterized in that: the method comprises the following steps:
cleaning the position of a wall surface with cracks, polishing and flattening the crack openings by using abrasive paper, and cleaning up dust and broken stones in the wall gaps by using a high-speed blower;
step two, preparing a steel bar with the common diameter of D, using a cutting machine to cut round holes in two wall surfaces which are adjacent to the wall body with the crack at 90 degrees, and fixing the two parallel wall surfaces by the steel bar penetrating through the round holes;
respectively forming bolt holes at the upper and lower parts of the two sides of the crack, and fixing a fixing plate at one side of the crack through the bolt holes, wherein the area of the fixing plate is larger than that of the crack;
putting a proper amount of cement, stones, sand, epoxy resin and water into a stirrer, and uniformly mixing to obtain concrete;
fifthly, adding concrete into the cracks to enable the concrete to completely fill the cracks, then trowelling the concrete filling layer and the wall body, and then manufacturing a baffle plate with the same size and position as the fixing plate on the other side of the cracks;
and step six, finally, disassembling the baffle and the fixing plate, and performing watering maintenance.
In the second step, the two ends of the steel bar are provided with threads, the part of the steel bar, which exceeds the wall body, is provided with the stop block, and the stop block is fixed on the wall surface through the bolt.
The method for repairing the wall crack is characterized in that the diameter of the steel bar in the second step is 1.5 cm.
The method for repairing the wall crack is characterized in that the process time between the fifth step and the sixth step is 24-48 hours.
The method for repairing the wall crack is characterized in that in the fourth step, the cement, the stone, the sand, the epoxy resin and the water are stirred in a stirrer for 2 hours.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (6)
1. A method for repairing wall cracks is characterized in that: the method comprises the following steps:
cleaning the position of a wall surface with cracks, polishing and flattening the crack openings by using abrasive paper, and cleaning up dust and broken stones in the wall gaps by using a high-speed blower;
step two, preparing a steel bar with the common diameter of D, using a cutting machine to cut round holes in two wall surfaces which are adjacent to the wall body with the crack at 90 degrees, and fixing the two parallel wall surfaces by the steel bar penetrating through the round holes;
respectively forming bolt holes at the upper and lower parts of the two sides of the crack, and fixing a fixing plate at one side of the crack through the bolt holes, wherein the area of the fixing plate is larger than that of the crack;
putting a proper amount of cement, stones, sand, epoxy resin and water into a stirrer, and uniformly mixing to obtain concrete;
fifthly, adding concrete into the cracks to enable the concrete to completely fill the cracks, then trowelling the concrete filling layer and the wall body, and then manufacturing a baffle plate with the same size and position as the fixing plate on the other side of the cracks;
and step six, finally, disassembling the baffle and the fixing plate, and performing watering maintenance.
2. The method for repairing wall cracks of claim 1, wherein: and in the second step, threads are arranged at two ends of the steel bar, a stop block is arranged on the part exceeding the wall body, and the stop block is fixed on the wall surface through a bolt.
3. The method for repairing wall cracks of claim 1, wherein: and in the second step, the diameter of the steel bar is 1-1.5 cm.
4. The method for repairing wall cracks of claim 1, wherein: in the fourth step, the mass ratio of the cement to the stone to the sand to the epoxy resin to the water is 27 parts of the cement to 13 parts of the stone to 35 parts of the sand to 13 parts of the epoxy resin to 27 parts of the water.
5. The method for repairing wall cracks of claim 1, wherein: the process time between the fifth step and the sixth step is 24-48 hours.
6. The method for repairing wall cracks of claim 1, wherein: and in the fourth step, the cement, the stone blocks, the sand, the epoxy resin and the water are stirred in a stirrer for 2 hours.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910791364.9A CN110593597A (en) | 2019-08-26 | 2019-08-26 | Method for repairing wall crack |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910791364.9A CN110593597A (en) | 2019-08-26 | 2019-08-26 | Method for repairing wall crack |
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| CN110593597A true CN110593597A (en) | 2019-12-20 |
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| CN201910791364.9A Pending CN110593597A (en) | 2019-08-26 | 2019-08-26 | Method for repairing wall crack |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111551489A (en) * | 2020-04-08 | 2020-08-18 | 国网河南省电力公司电力科学研究院 | Composite insulator bird pecking damage degree quantification method based on filling volume method |
| CN113431360A (en) * | 2021-05-28 | 2021-09-24 | 北京市第三建筑工程有限公司 | Construction method for repairing cracks of bare concrete wall |
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| JP2007169972A (en) * | 2005-12-20 | 2007-07-05 | Mashino:Kk | Method of repairing and reinforcing concrete |
| CN204299205U (en) * | 2014-11-29 | 2015-04-29 | 山东省建筑科学研究院 | The pre-applied force equipment in reinforcing wall crack |
| CN204326567U (en) * | 2014-11-14 | 2015-05-13 | 中大建设有限公司 | A kind of reinforced concrete wall runs through large fracture preparing structure |
| CN107165435A (en) * | 2016-02-28 | 2017-09-15 | 叶香竹 | A kind of reinforced construction method for having a crack interior wall |
| CN107829569A (en) * | 2017-10-31 | 2018-03-23 | 中国冶集团有限公司 | Masonry panel fracture unit method |
| CN109025338A (en) * | 2018-06-30 | 2018-12-18 | 南宁学院 | A kind of reinforced concrete wall crack repairing method |
| CN208430806U (en) * | 2018-04-24 | 2019-01-25 | 河北晶通建筑科技股份有限公司 | A kind of impaired metope ruggedized construction |
-
2019
- 2019-08-26 CN CN201910791364.9A patent/CN110593597A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007169972A (en) * | 2005-12-20 | 2007-07-05 | Mashino:Kk | Method of repairing and reinforcing concrete |
| CN204326567U (en) * | 2014-11-14 | 2015-05-13 | 中大建设有限公司 | A kind of reinforced concrete wall runs through large fracture preparing structure |
| CN204299205U (en) * | 2014-11-29 | 2015-04-29 | 山东省建筑科学研究院 | The pre-applied force equipment in reinforcing wall crack |
| CN107165435A (en) * | 2016-02-28 | 2017-09-15 | 叶香竹 | A kind of reinforced construction method for having a crack interior wall |
| CN107829569A (en) * | 2017-10-31 | 2018-03-23 | 中国冶集团有限公司 | Masonry panel fracture unit method |
| CN208430806U (en) * | 2018-04-24 | 2019-01-25 | 河北晶通建筑科技股份有限公司 | A kind of impaired metope ruggedized construction |
| CN109025338A (en) * | 2018-06-30 | 2018-12-18 | 南宁学院 | A kind of reinforced concrete wall crack repairing method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111551489A (en) * | 2020-04-08 | 2020-08-18 | 国网河南省电力公司电力科学研究院 | Composite insulator bird pecking damage degree quantification method based on filling volume method |
| CN113431360A (en) * | 2021-05-28 | 2021-09-24 | 北京市第三建筑工程有限公司 | Construction method for repairing cracks of bare concrete wall |
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Application publication date: 20191220 |