CN110894754A - A kind of concrete crack treatment technology - Google Patents
A kind of concrete crack treatment technology Download PDFInfo
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- CN110894754A CN110894754A CN201810584742.1A CN201810584742A CN110894754A CN 110894754 A CN110894754 A CN 110894754A CN 201810584742 A CN201810584742 A CN 201810584742A CN 110894754 A CN110894754 A CN 110894754A
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- strength
- strength restraint
- concrete
- concrete crack
- resin
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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
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- 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)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a concrete crack treatment technology, which comprises the following steps: (1) designing, selecting and arranging a high-strength restraint band; (2) duplicating the position of the high-strength restraint band on the surface of the concrete; (3) punching and cutting the high-strength restraint belt to be embedded; (4) cleaning the holes and cutting seams; (5) preparing resin and pouring the resin; (6) installing a high-strength restraint belt; (7) and sealing the high-strength restraint band and the original cracks. The technology can effectively recover the bearing capacity of the member or improve the bearing capacity of the member and restrain the expansion of cracks by installing the high-strength restraint belt.
Description
Technical Field
The invention belongs to the technical field of building repair, and particularly relates to a concrete crack treatment technology.
Background
When concrete cracks, the prior art is to perform resin sealing, resin grouting, resin filling with a V-shaped groove and other treatment methods on the concrete cracks. The methods have the disadvantages that the method cannot play a substantial restraint role in controlling and expanding the cracks, only seals and heals and fills the concrete cracks, has higher requirements on cleaning the cracks and interface cleaning and strength. The problems of surface sealing cracks, grouting filling cracks and V-shaped groove embedding cracks are that dynamic cracks continue to appear. The interface is a weak node, a crack may be changed into two cracks, and the problem of the crack cannot be thoroughly solved.
Disclosure of Invention
The invention provides a concrete crack treatment technology aiming at the problems provided by the background technology, which can effectively recover the bearing capacity of a member or improve the bearing capacity of the member and restrain the expansion of cracks.
The technical scheme of the invention is as follows: a concrete crack treatment technology specifically comprises the following steps:
1. designing, selecting and arranging a high-strength restraint band;
2. duplicating the shape and the position of the section embedded with the high-strength restraint belt on the surface of the concrete;
3. punching and cutting the high-strength restraint belt;
4. cleaning holes and cutting seams;
5. preparing resin and pouring the resin;
6. installing a high-strength restraint belt;
7. sealing the high-strength restraint band and the original cracks;
the high-strength restraint strap comprises two end anchoring pieces and a connecting part for connecting the end anchoring pieces, wherein the connecting part is made of a composite material of a carbon fiber woven strap and resin; the connecting component mainly plays a role in resisting tensile force, and the end anchoring component mainly plays a role in fixing, restraining and resisting tensile pulling.
Furthermore, the form of the high-strength restraint strap is in a shape like a Chinese character 'yi' or 'X'.
The invention has the beneficial effects that:
1. the technology can effectively recover the bearing capacity of the member or improve the bearing capacity of the member and restrain the expansion of cracks by installing the high-strength restraint belt.
2. The corrosion resistance and durability are good, the treatment effect is obvious, the capability of the high-strength restraint belt can be fully exerted, and the end part restraint anchoring piece can fully exert the function to resist slippage.
3. The construction is simple, the installation quality is reliable, the construction efficiency is high, time and labor are saved, and the cost is saved.
Drawings
The invention is further described with reference to the following figures and examples:
FIG. 1 is a schematic structural view of a first embodiment of the high strength restraining strip;
FIG. 2 is a schematic illustration of the installation of a first embodiment of the high strength restraint belt;
FIG. 3 is a schematic structural view of a second embodiment of the high strength restraining strip;
FIG. 4 is a schematic illustration of the installation of a second embodiment of the high strength restraining strip;
in the figure: 1. end anchor, 2, connection, 3, split.
Detailed Description
The first embodiment: referring to fig. 1-2, the concrete crack treatment technology provided by the invention specifically comprises the following steps:
1. selecting the type or combination of a proper high-strength restraint band according to the shape of the crack, wherein the high-strength restraint band is in a shape like a Chinese character ' yi ' or ' X
2. According to the type or combination of the selected high-strength restraint band, drawing a pattern on the concrete surface, and determining the embedded section and position of the anchoring piece;
3. punching holes at the positions of the anchoring elements on the concrete, and cutting grooves between the holes for installing connecting parts;
4. cleaning the positions of the opening and the cutting groove;
5. injecting resin into the hole and the groove;
6. installing a high-strength restraint belt;
7. surface sealing and coloring treatment.
The high-strength restraint strap comprises two anchoring pieces and a connecting part for connecting the anchoring pieces, wherein the connecting part is made of a composite material of a carbon fiber woven belt and resin, the anchoring pieces are of a cylindrical structure, the radius of the anchoring pieces is 5mm-15mm, the connecting part is rectangular, and the length of the connecting part is 200mm-400 mm.
In this embodiment, the high strength restraining strip is of the type comprising a "straight" shape.
In the embodiment, in the step 6, the spacing distance between the two high-strength restraining strips is between 150mm and 250 mm.
Second embodiment: in the embodiment, the high-strength restraint strap is in an X shape and comprises four anchoring parts and two connecting parts which are crossed together, wherein the angle difference between the connecting parts is 30-70 degrees, and the crossed parts are formed by crossing and weaving warps.
It should be understood that the above-mentioned embodiments are only illustrative of the technical concepts and features of the present invention, and are intended to enable those skilled in the art to understand the contents of the present invention and implement the present invention, and not to limit the scope of the present invention. All modifications made according to the spirit of the main technical scheme of the invention are covered in the protection scope of the invention.
Claims (4)
1. A concrete crack treatment technology is characterized in that: the method comprises the following steps:
(1) designing, selecting and arranging a high-strength restraint band;
(2) duplicating the position of the high-strength restraint band on the surface of the concrete;
(3) punching and cutting the high-strength restraint belt to be embedded;
(4) cleaning the holes and cutting seams;
(5) preparing resin and pouring the resin;
(6) installing a high-strength restraint belt;
(7) sealing the high-strength restraint band and the original cracks;
the high-strength restraint strap comprises two anchoring pieces and a connecting part for connecting the anchoring pieces, wherein the connecting part is made of a composite material of a carbon fiber woven strap and resin.
2. A concrete crack treatment technique as claimed in claim 1, wherein the high strength restraining strip is in the form of a line or an X.
3. A concrete crack treatment technique as claimed in claim 1, wherein the anchor is a cylindrical structure with a radius of 5mm-15mm, the connecting portion is rectangular and the length of the connecting portion is 200mm-400 mm.
4. A concrete crack treatment technique as claimed in claim 1, wherein in step 6, the two high strength restraining strips are spaced apart by a distance of 150mm-250 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810584742.1A CN110894754A (en) | 2018-09-12 | 2018-09-12 | A kind of concrete crack treatment technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810584742.1A CN110894754A (en) | 2018-09-12 | 2018-09-12 | A kind of concrete crack treatment technology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110894754A true CN110894754A (en) | 2020-03-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810584742.1A Pending CN110894754A (en) | 2018-09-12 | 2018-09-12 | A kind of concrete crack treatment technology |
Country Status (1)
| Country | Link |
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| CN (1) | CN110894754A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114704116A (en) * | 2022-04-20 | 2022-07-05 | 上海天补材料科技有限公司 | GRC decorative line repairing and reinforcing method |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030215603A1 (en) * | 2002-05-14 | 2003-11-20 | Wen-Wang Lee | Crack arrest tape |
| CN1563557A (en) * | 2004-04-05 | 2005-01-12 | 华南理工大学 | Fiber sheet plate and usage |
| US6988343B2 (en) * | 2001-11-28 | 2006-01-24 | Jmaes Hardie Research Pty Limited | Panelized wall system utilizing trough-edge building panels |
| CN101240662A (en) * | 2008-03-13 | 2008-08-13 | 山东省建筑科学研究院 | A Comprehensive Treatment Method for Building Structure Cracks by Internal Adhesion and External Curium Method |
| CN101691817A (en) * | 2009-09-14 | 2010-04-07 | 华东交通大学 | Method for additionally anchoring reinforced concrete beam strengthened with FRP cloth material in anti-bending way |
| CN102199951A (en) * | 2011-01-31 | 2011-09-28 | 云南巨和建设集团有限公司 | Construction method for reinforcing concrete structure by using carbon fibers |
| CN102561412A (en) * | 2012-02-07 | 2012-07-11 | 山东大学 | Reinforcement method for fiber reinforced composite plastic and concrete |
| CN204401432U (en) * | 2015-01-09 | 2015-06-17 | 洛阳城市建设勘察设计院有限公司 | A kind of measures of cracks on concrete pavement repairs structure |
| CN105952180A (en) * | 2016-05-31 | 2016-09-21 | 广东工业大学 | Method for reinforcing concrete structure through embedded wet and sticky FRP strips and component of method |
| CN106703436A (en) * | 2017-03-13 | 2017-05-24 | 钦州学院 | Carbon fiber sheet strengthened concrete structure |
| CN106968450A (en) * | 2017-03-29 | 2017-07-21 | 北京建筑大学 | A kind of embedded fiber reinforcement polymer bar anchor and anchoring process |
| CN108277797A (en) * | 2018-01-16 | 2018-07-13 | 中国冶集团有限公司 | Concrete crack sealing locking device and sealing closure construction method |
| CN108412222A (en) * | 2018-03-13 | 2018-08-17 | 广西金雨伞防水装饰有限公司 | A kind of construction leakage internal maintenance waterproof layer structure and construction technology |
-
2018
- 2018-09-12 CN CN201810584742.1A patent/CN110894754A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6988343B2 (en) * | 2001-11-28 | 2006-01-24 | Jmaes Hardie Research Pty Limited | Panelized wall system utilizing trough-edge building panels |
| US20030215603A1 (en) * | 2002-05-14 | 2003-11-20 | Wen-Wang Lee | Crack arrest tape |
| CN1563557A (en) * | 2004-04-05 | 2005-01-12 | 华南理工大学 | Fiber sheet plate and usage |
| CN101240662A (en) * | 2008-03-13 | 2008-08-13 | 山东省建筑科学研究院 | A Comprehensive Treatment Method for Building Structure Cracks by Internal Adhesion and External Curium Method |
| CN101691817A (en) * | 2009-09-14 | 2010-04-07 | 华东交通大学 | Method for additionally anchoring reinforced concrete beam strengthened with FRP cloth material in anti-bending way |
| CN102199951A (en) * | 2011-01-31 | 2011-09-28 | 云南巨和建设集团有限公司 | Construction method for reinforcing concrete structure by using carbon fibers |
| CN102561412A (en) * | 2012-02-07 | 2012-07-11 | 山东大学 | Reinforcement method for fiber reinforced composite plastic and concrete |
| CN204401432U (en) * | 2015-01-09 | 2015-06-17 | 洛阳城市建设勘察设计院有限公司 | A kind of measures of cracks on concrete pavement repairs structure |
| CN105952180A (en) * | 2016-05-31 | 2016-09-21 | 广东工业大学 | Method for reinforcing concrete structure through embedded wet and sticky FRP strips and component of method |
| CN106703436A (en) * | 2017-03-13 | 2017-05-24 | 钦州学院 | Carbon fiber sheet strengthened concrete structure |
| CN106968450A (en) * | 2017-03-29 | 2017-07-21 | 北京建筑大学 | A kind of embedded fiber reinforcement polymer bar anchor and anchoring process |
| CN108277797A (en) * | 2018-01-16 | 2018-07-13 | 中国冶集团有限公司 | Concrete crack sealing locking device and sealing closure construction method |
| CN108412222A (en) * | 2018-03-13 | 2018-08-17 | 广西金雨伞防水装饰有限公司 | A kind of construction leakage internal maintenance waterproof layer structure and construction technology |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114704116A (en) * | 2022-04-20 | 2022-07-05 | 上海天补材料科技有限公司 | GRC decorative line repairing and reinforcing method |
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