US20130230355A1 - Construction method for repairing cracks - Google Patents
Construction method for repairing cracks Download PDFInfo
- Publication number
- US20130230355A1 US20130230355A1 US13/697,351 US201113697351A US2013230355A1 US 20130230355 A1 US20130230355 A1 US 20130230355A1 US 201113697351 A US201113697351 A US 201113697351A US 2013230355 A1 US2013230355 A1 US 2013230355A1
- Authority
- US
- United States
- Prior art keywords
- cracks
- asphalt
- fibers
- repairing material
- construction method
- 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.)
- Abandoned
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
-
- 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
- E04G23/0214—Arrangements for filling cracks or cavities in building constructions using covering strips
Definitions
- the present invention relates to a construction method for preventing cracks after repair.
- the cracks need to be sealingly repaired to prevent water from flowing into the cracks.
- various construction methods are available for sealing cracks, for example, pouring asphalt into the cracks, or coating asphalt on the crack surfaces, or adhering strip repairing material on the crack surfaces. All these methods can seal the cracks and prevent rainwater from flowing into the cracks.
- the repairing materials such as the asphalt sealing the cracks tend to aged, break, crack, even separate from the cracks, and consequently water flows into the cracks, causing damages to the roads and bridges.
- the objective of the present invention is to provide a crack seal repairing method capable of preventing cracking and separation of the repairing material.
- the objective of the present invention is achieved by designing a construction method for sealingly repairing cracks on the road, capable of preventing cracking and separation of the repairing material.
- the solvent coated on the cracks is capable of interfusing with loose dust and asphalt on the crack surfaces so that the seal repairing material is fully bonded to the crack surfaces, thereby preventing the seal repairing material from separating from the crack surfaces.
- the scattered high-intensity fibers are crossed with the trends of the cracks, and the seal repairing material is bonded to and interfused with the high-intensity fibers having properties of crack resistance, tension resistance, and pressure resistance, and form a flexible seal repairing layer having good expansibility, low-temperature cracking resistance, and crack prevention capabilities. In this way, the sealingly repaired cracks are prevented from cracking again.
- a construction method for sealingly repairing cracks on the road capable of preventing cracking and separation of the repairing material includes the following steps:
- Step b may be performed reversely to step c.
- asphalt or macromolecule glue is first poured into the cracks, or strip repairing materials are adhered onto the cracks, and then high-intensity fibers are scattered on the cracks.
- All the materials used in the present invention are available in the market. These materials are mainly composed of asphalt reducing agent, reclaiming agent, glue, asphalt, fiber, resin, polyester, rubber, joint strip, sealing strip, and sand, and the product names vary with manufacturers.
- a solvent 2 is coated on cracks 1 , high-intensity fibers 3 capable of preventing cracks are scattered on the cracks, and then pouring asphalt or macromolecule glue, or adhering a strip seal repairing material 4 on the cracks.
- the solvent is asphalt reducing agent, reclaiming agent, emulsified asphalt, glue, resin, or oil agent.
- the solvent coated on the cracks is capable of interfusing with loose dust and asphalt on the crack surfaces so that the seal repairing material is fully bonded to the crack surfaces, thereby preventing the seal repairing material from separating from the crack surfaces.
- the high-intensity fibers are polymer synthetic fibers, glass fibers, or steel fibers, which have properties such as crack resistance, tension resistance, and pressure resistance, and can adhere to the solvent coated on the cracks.
- the poured asphalt or macromolecule glue is asphalt, modified asphalt, silica-gel, or synthetic glue suitable for pouring; and the strip seal repairing materials are manufactured asphalt strips, water stop strips, or water-proof rolls.
- the longitudinal directions of the fibers are crossed with the trends of the cracks, and lapped with each other to form a flexible expansion layer after the repairing material is interfused with the high-intensity fibers, thereby achieving an effect of low-temperature cracking resistance and crack prevention.
- the sand is natural or mechanically manufactured common construction materials, such as, river sand, granite or basalt.
- a construction method for sealingly repairing cracks on the road capable of preventing cracking and separation of the repairing material includes the following steps:
- Step b may be performed reversely to step c.
- asphalt or macromolecule glue is first poured into the cracks, or strip repairing materials are adhered onto the cracks, and then high-intensity fibers are scattered on the cracks.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Mechanical Engineering (AREA)
- Electrochemistry (AREA)
- Chemical & Material Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Road Repair (AREA)
- Bridges Or Land Bridges (AREA)
- Road Paving Structures (AREA)
- Sealing Material Composition (AREA)
Abstract
The present invention discloses a construction method for repairing cracks (1), comprising the following steps: i) coating a solvent (2) capable of interfusing with asphalt and dust to improve the caking property between the seal repairing material and cracks (1); ii) scattering high-intensity fibers (3) with suitable length and size in diameter, usually less than 1 mm on the cracks (1), wherein longitudinal directions of most fibers (3) are crossed with the trends of the cracks (1), and lapped with each other or form a reticular structure; iii) pouring asphalt or macromolecule glue into the cracks (1), or adhering a strip repairing material (4) onto the cracks (1), whereby the fibers (3) are bonded to the seal repairing material automatically. The construction method enables the repairing material to be bonded to and interfused with the fibers (3), achieving a repairing effect with excellent expansibility and low-temperature resistance.
Description
- The present invention relates to a construction method for preventing cracks after repair.
- Cracks occur on roads and bridges due to various reasons. If these cracks are not timely treated and sealingly repaired, after rainwater flows into the cracks, the roads and bridges will be damaged more quickly under pressure of fully-loaded vehicles. This shortens life cycle of the roads and bridges.
- The cracks need to be sealingly repaired to prevent water from flowing into the cracks. Although various construction methods are available for sealing cracks, for example, pouring asphalt into the cracks, or coating asphalt on the crack surfaces, or adhering strip repairing material on the crack surfaces. All these methods can seal the cracks and prevent rainwater from flowing into the cracks. However, in the cases of pressure from loaded vehicles, weather changes, and crack expansion, the repairing materials such as the asphalt sealing the cracks tend to aged, break, crack, even separate from the cracks, and consequently water flows into the cracks, causing damages to the roads and bridges.
- The objective of the present invention is to provide a crack seal repairing method capable of preventing cracking and separation of the repairing material.
- The objective of the present invention is achieved by designing a construction method for sealingly repairing cracks on the road, capable of preventing cracking and separation of the repairing material.
-
- a. coating a solvent capable of interfusing with asphalt and dust on cracks to improve the caking property between seal repairing materials and the cracks;
- b. scattering high-intensity fibers with suitable length and size on the cracks, wherein longitudinal directions of most fibers are crossed with the trends of the cracks, and lapped with each other or form a reticular structure;
- c. pouring asphalt or macromolecule glue into the cracks, or adhering strip repairing materials onto the cracks, wherein the fibers are bonded to the seal repairing material automatically, (finally scattering suitable sand on the seal repairing material).
- In the construction method for preventing cracking after repair according to the present invention, the solvent coated on the cracks is capable of interfusing with loose dust and asphalt on the crack surfaces so that the seal repairing material is fully bonded to the crack surfaces, thereby preventing the seal repairing material from separating from the crack surfaces. In addition, the scattered high-intensity fibers are crossed with the trends of the cracks, and the seal repairing material is bonded to and interfused with the high-intensity fibers having properties of crack resistance, tension resistance, and pressure resistance, and form a flexible seal repairing layer having good expansibility, low-temperature cracking resistance, and crack prevention capabilities. In this way, the sealingly repaired cracks are prevented from cracking again.
- The accompanying drawings are schematic diagrams of the present invention.
- The following section further describes the present invention with reference to the specific embodiments.
- A construction method for sealingly repairing cracks on the road capable of preventing cracking and separation of the repairing material includes the following steps:
-
- a. coating a
solvent 2 capable of interfusing with asphalt and dust on cracks 1 to improve the caking property between seal repairing materials and cracks; - b. scattering high-intensity fibers 3 with suitable length and size on the crack surfaces, wherein longitudinal directions of most fibers are crossed with the trends of the cracks, and lapped with each other or form a reticular structure;
- c. pouring asphalt or macromolecule glue into the cracks, or adhering strip repairing materials onto the cracks (wherein the fibers are bonded to the seal repairing material automatically), and scattering suitable sand.
- a. coating a
- Step b may be performed reversely to step c. To be specific, asphalt or macromolecule glue is first poured into the cracks, or strip repairing materials are adhered onto the cracks, and then high-intensity fibers are scattered on the cracks.
- All the materials used in the present invention are available in the market. These materials are mainly composed of asphalt reducing agent, reclaiming agent, glue, asphalt, fiber, resin, polyester, rubber, joint strip, sealing strip, and sand, and the product names vary with manufacturers. According to the construction method for preventing cracking after sealing repair illustrated in
FIG. 1 , asolvent 2 is coated on cracks 1, high-intensity fibers 3 capable of preventing cracks are scattered on the cracks, and then pouring asphalt or macromolecule glue, or adhering a stripseal repairing material 4 on the cracks. - The cracks commonly occur on highways, national and provincial roads, municipal roads, and runways.
- The solvent is asphalt reducing agent, reclaiming agent, emulsified asphalt, glue, resin, or oil agent. The solvent coated on the cracks is capable of interfusing with loose dust and asphalt on the crack surfaces so that the seal repairing material is fully bonded to the crack surfaces, thereby preventing the seal repairing material from separating from the crack surfaces.
- The high-intensity fibers are polymer synthetic fibers, glass fibers, or steel fibers, which have properties such as crack resistance, tension resistance, and pressure resistance, and can adhere to the solvent coated on the cracks.
- The poured asphalt or macromolecule glue is asphalt, modified asphalt, silica-gel, or synthetic glue suitable for pouring; and the strip seal repairing materials are manufactured asphalt strips, water stop strips, or water-proof rolls.
- The longitudinal directions of the fibers are crossed with the trends of the cracks, and lapped with each other to form a flexible expansion layer after the repairing material is interfused with the high-intensity fibers, thereby achieving an effect of low-temperature cracking resistance and crack prevention.
- The sand is natural or mechanically manufactured common construction materials, such as, river sand, granite or basalt.
- A construction method for sealingly repairing cracks on the road capable of preventing cracking and separation of the repairing material includes the following steps:
-
- a. coating a solvent capable of interfusing with asphalt and dust on cracks, which are around 1 cm wide, to improve the caking property between seal repairing materials and cracks; the solvent is a mixture of oil and water, such as mixture of diesel oil, water and emulsified bitumen.
- b. scattering high-intensity fibers, around 5 cm in dimensions of nylon textile fibers from the disposed tires, with suitable length and size on the crack surfaces, wherein longitudinal directions of most fibers are crossed with the trends of the cracks, and lapped with each other or form a reticular structure;
- c. pouring asphalt or macromolecule glue, such as bitumen 70/100 or SBS modified asphalt, into the cracks, or adhering strip repairing materials onto the cracks (wherein the fibers are bonded to the seal repairing material automatically), and scattering suitable sand.
- Step b may be performed reversely to step c. To be specific, asphalt or macromolecule glue is first poured into the cracks, or strip repairing materials are adhered onto the cracks, and then high-intensity fibers are scattered on the cracks.
Claims (17)
1. A construction method for preventing cracks after repair, said method comprises the following steps:
a. coating a solvent capable of interfusing with asphalt and dust on cracks to improve the caking property between seal repairing materials and the cracks;
b. scattering high-intensity fibers with suitable length and size on the cracks, wherein longitudinal directions of most fibers are crossed with the trends of the cracks, and lapped with each other or form a reticular structure; and
c. pouring asphalt or macromolecule glue into the cracks, or adhering a strip repairing material onto the cracks, wherein the fibers are bonded to the seal repairing material automatically;
the cracks are breaks in buildings, such as road, bridges and walls.
2. The construction method according to claim 1 , wherein the solvent is capable of interfusing with loose dust and asphalt on crack surfaces so that the seal repairing material is fully bonded to the crack surfaces, thereby preventing the seal repairing material from separating from the crack surfaces.
3. The construction method according to claim 1 , wherein the high-intensity fibers are directly scattered on the cracks.
4. The construction method according to claim 1 , wherein longitudinal directions of most of the scattered high-intensity fibers are crossed with the trends of the cracks, and lapped with each other or form a reticular structure.
5. The construction method according to claim 1 , wherein the seal repairing material is automatically bonded to and interfused with the fibers.
6. The construction method according to claim 1 , wherein the seal repairing material forms a flexible seal repairing layer having good expansibility and low-temperature cracking resistance, and crack prevention capabilities.
7. The construction method according to claim 1 , wherein the seal repairing material is asphalt, modified asphalt, silica-gel, synthetic glue, asphalt strip, water stop strip, and water-proof roll.
8. The construction method according to claim 1 , the solvent is a mixture of oil and water such as the mixture of diesel oil, water and emulsified bitumen.
9. The construction method according to claim 1 , the high-intensity fibers are small pieces of tires which are made of robbers and fibers, prefer used tires which are able to generate high strength of fiber materials.
10. The construction method according to claim 1 , said asphalt or macromolecule glue is bitumen 70/100 or SBS modified asphalt.
11. A construction kit for repairing cracks of buildings, said kit comprises a solvent capable of interfusing with asphalt and dust on cracks, high-intensity fibers with various length and size, and seal repairing material.
12. The construction kit according claim 11 , wherein the solvent is capable of interfusing with loose dust and asphalt on crack surfaces.
13. The construction kit according claim 11 , the solvent is a mixture of oil and water such as the mixture of diesel oil, water and emulsified bitumen.
14. The construction kit according claim 11 , wherein the seal repairing material are able to form a flexible seal repairing layer having good expansibility and low-temperature cracking resistance.
15. The construction kit according claim 11 , wherein the seal repairing material is one or more compound(s) selected from asphalt, modified asphalt, silica-gel, synthetic glue, asphalt strip, water stop strip, and water-proof roll.
16. The construction kit according claim 11 , said high-intensity fibers are small pieces of tires.
17. The construction kit according claim 11 ,the seal repairing material is one or two compounds selected from bitumen 70/100 and SBS modified asphalt.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010101776261A CN102041764A (en) | 2010-05-19 | 2010-05-19 | Construction method for preventing repaired crack from cracking |
CN201010177626.1 | 2010-05-19 | ||
PCT/CN2011/000827 WO2011143928A1 (en) | 2010-05-19 | 2011-05-11 | Construction method for repairing cracks |
Publications (1)
Publication Number | Publication Date |
---|---|
US20130230355A1 true US20130230355A1 (en) | 2013-09-05 |
Family
ID=43908278
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/697,351 Abandoned US20130230355A1 (en) | 2010-05-19 | 2011-05-11 | Construction method for repairing cracks |
Country Status (3)
Country | Link |
---|---|
US (1) | US20130230355A1 (en) |
CN (1) | CN102041764A (en) |
WO (1) | WO2011143928A1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111691280A (en) * | 2020-07-03 | 2020-09-22 | 西安科技大学 | I-shaped pile wall type cement pavement crack repairing structure and method |
CN112160202A (en) * | 2020-09-19 | 2021-01-01 | 武汉利固建筑加固工程有限公司 | Grouting repair method for gap between end of ballastless track plate and mortar cushion |
CN112609553A (en) * | 2020-12-11 | 2021-04-06 | 郑州铁路职业技术学院 | Construction method for treating road cracks by using waterborne polyurethane |
CN113404326A (en) * | 2021-08-04 | 2021-09-17 | 肖长程 | Method for repairing floor cracks by using steel plates |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102041764A (en) * | 2010-05-19 | 2011-05-04 | 江其超 | Construction method for preventing repaired crack from cracking |
CN102505606B (en) * | 2011-10-31 | 2014-09-17 | 湖南云中沥青有限责任公司 | Processing method for cracks when asphalt layer is additionally paved on cement road surface |
CN105648871B (en) * | 2016-01-17 | 2018-08-21 | 重庆交通大学 | Adhesive type waterproof treatment structure is isolated in room temperature construction type road table crack |
CN106948247B (en) * | 2017-04-01 | 2019-01-11 | 北京航空航天大学 | A kind of bituminous pavement intelligence kerfs affixing machine |
CN111502327A (en) * | 2020-05-08 | 2020-08-07 | 中国十七冶集团有限公司 | Equipment and method for building top seam of wall |
CN112281609B (en) * | 2020-09-03 | 2022-07-22 | 宁波汇洲生态建设有限公司 | Joint attaching machine for pavement crack repairing construction |
JP7144706B1 (en) | 2022-03-28 | 2022-09-30 | 三和興産株式会社 | Asphalt pavement repair method |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6659684B1 (en) * | 1998-11-26 | 2003-12-09 | Asphalt Systems International Limited | System for repairing bituminous wearing courses |
US7297720B2 (en) * | 2002-06-14 | 2007-11-20 | Ace Tire & Parts, Inc. | Recyclable composite materials, articles of manufacture, and structures and methods of using composite materials |
US7396185B2 (en) * | 2004-07-20 | 2008-07-08 | Guardian Crack Repair, Llc | Method for repairing a crack in a recreational court or surface |
US8016514B2 (en) * | 2001-06-18 | 2011-09-13 | Johnnie B. Broadway, III | Asphalt repair method |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1629405B (en) * | 2004-10-22 | 2010-11-10 | 深圳市魁道道路用材技术开发有限公司 | Method for repairing crack on asphalt road pavement |
KR20090033573A (en) * | 2007-10-01 | 2009-04-06 | 한국과학기술원 | Retrofitting and strengthening system of concrete structures using sprayed frp coating |
CN101357524A (en) * | 2008-02-18 | 2009-02-04 | 江其超 | Production method of anti-cracking crack patching material |
JP2010084354A (en) * | 2008-09-30 | 2010-04-15 | Ube Ind Ltd | Method of repairing concrete structure |
CN102041764A (en) * | 2010-05-19 | 2011-05-04 | 江其超 | Construction method for preventing repaired crack from cracking |
-
2010
- 2010-05-19 CN CN2010101776261A patent/CN102041764A/en active Pending
-
2011
- 2011-05-11 US US13/697,351 patent/US20130230355A1/en not_active Abandoned
- 2011-05-11 WO PCT/CN2011/000827 patent/WO2011143928A1/en active Application Filing
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6659684B1 (en) * | 1998-11-26 | 2003-12-09 | Asphalt Systems International Limited | System for repairing bituminous wearing courses |
US8016514B2 (en) * | 2001-06-18 | 2011-09-13 | Johnnie B. Broadway, III | Asphalt repair method |
US7297720B2 (en) * | 2002-06-14 | 2007-11-20 | Ace Tire & Parts, Inc. | Recyclable composite materials, articles of manufacture, and structures and methods of using composite materials |
US7396185B2 (en) * | 2004-07-20 | 2008-07-08 | Guardian Crack Repair, Llc | Method for repairing a crack in a recreational court or surface |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111691280A (en) * | 2020-07-03 | 2020-09-22 | 西安科技大学 | I-shaped pile wall type cement pavement crack repairing structure and method |
CN112160202A (en) * | 2020-09-19 | 2021-01-01 | 武汉利固建筑加固工程有限公司 | Grouting repair method for gap between end of ballastless track plate and mortar cushion |
CN112609553A (en) * | 2020-12-11 | 2021-04-06 | 郑州铁路职业技术学院 | Construction method for treating road cracks by using waterborne polyurethane |
CN113404326A (en) * | 2021-08-04 | 2021-09-17 | 肖长程 | Method for repairing floor cracks by using steel plates |
Also Published As
Publication number | Publication date |
---|---|
CN102041764A (en) | 2011-05-04 |
WO2011143928A1 (en) | 2011-11-24 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |