WO2020029308A1 - Construction method for quickly repairing concrete pavement crack in zipper-manner - Google Patents
Construction method for quickly repairing concrete pavement crack in zipper-manner Download PDFInfo
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- WO2020029308A1 WO2020029308A1 PCT/CN2018/100334 CN2018100334W WO2020029308A1 WO 2020029308 A1 WO2020029308 A1 WO 2020029308A1 CN 2018100334 W CN2018100334 W CN 2018100334W WO 2020029308 A1 WO2020029308 A1 WO 2020029308A1
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- concrete
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- 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
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
- E01C7/147—Repairing concrete pavings, e.g. joining cracked road sections by dowels, applying a new concrete covering
Definitions
- the invention relates to a crack repair method for a concrete pavement.
- the existing concrete pavement cracks have problems such as troublesome construction and unsatisfactory repair effects, and need to be further improved.
- the object of the present invention is to provide a construction method for quickly repairing cracks in a concrete pavement with a good zipper type.
- a construction method for quickly repairing cracks in a concrete pavement by a zipper type which is characterized in that it includes the following steps:
- the diameter of the clean crushed stone in step (6) is less than 30mm in continuous gradation, and the washed crushed stone is washed with water.
- the invention has good repair effect, long service life, and can effectively reduce the re-damage rate.
- FIG. 1 is a construction schematic diagram of a repair structure according to an embodiment of the present invention.
- a construction method for quickly repairing cracks in a concrete pavement by a zipper type including the following steps:
- the diameter of the clean crushed stone in step (6) is less than 30mm in continuous gradation, and the washed crushed stone is washed with water.
- the repaired structure after repair includes the repair groove 1 along the length of the crack.
- the repair groove is formed by cutting out the concrete on the left and right sides of the crack.
- the width of the repair groove is 20cm and the depth is 1/2 ⁇ 1/3 of the concrete layer on the pavement.
- the “8” -shaped groove 2 is set at 50cm intervals in the length direction of the repair groove.
- the depth of the “8” -shaped groove is the thickness of the pavement concrete layer, and the arc diameter of the “8” -shaped groove is 20cm. ;
- a repairing layer 3 is provided in the repairing groove and the "8" -shaped groove, and the surface of the repairing layer is flush with the concrete pavement.
- the left and right edges of the repair groove are parallel to each other.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Repair (AREA)
- Road Paving Structures (AREA)
Abstract
A construction method for quickly repairing a concrete pavement crack in a zipper-manner, comprising the following steps: (1) taking the concrete crack as a center line by using a marking pen, drawing a parallel line having a width of 20 cm, and drawing circles each having a diameter of 20 cm on the parallel line every 50 cm; (2) drilling holes in a circular position by using a drill; (3) cutting concrete, chiseling out the concrete in the range by using a pneumatic pick, wherein the chiseling depth is 1/2-1/3 of a concrete layer of the pavement; and (4) cleaning the chiseled out concrete; wetting a surface needing to be repaired and removing visible water; finally pouring a stirred SC-type repairing material to a repairing tank and performing vibration compaction, polishing by using a barby; curing by sprinkling water after complete final setting and hardening of the material, and covering the pavement by using a plastic thin film. The construction method has a good repairing effect and can effectively reduce the re-damage rate.
Description
本发明涉及一种混凝土路面的裂缝修复方法。The invention relates to a crack repair method for a concrete pavement.
现有的混凝土路面裂缝的修复存在施工麻烦、修复效果不理想等问题,需要进一步加以改进。The existing concrete pavement cracks have problems such as troublesome construction and unsatisfactory repair effects, and need to be further improved.
本发明的目的在于提供一种修复效果好的拉链式快速修复混凝土路面裂缝的施工方法。The object of the present invention is to provide a construction method for quickly repairing cracks in a concrete pavement with a good zipper type.
一种拉链式快速修复混凝土路面裂缝的施工方法,其特征是:包括下列步骤:A construction method for quickly repairing cracks in a concrete pavement by a zipper type, which is characterized in that it includes the following steps:
(1)用记号笔以混凝土裂缝为中心线,画出宽20厘米平行线,以及在平行线上每隔50厘米画直径20厘米的圆形;(1) Use a marker to take the concrete crack as the center line, draw parallel lines with a width of 20 cm, and draw circles with a diameter of 20 cm every 50 cm on the parallel lines;
(2)用钻孔器在圆的位置进行钻孔;钻孔深度为穿透混凝土层;(2) Use a drill to drill holes in a circular position; the drilling depth is to penetrate the concrete layer;
(3)用混凝土切割机沿划的线进行切割混凝土,用风镐凿除该范围的混凝土,凿除深度为路面混凝土层的1/2~1/3,并尽量均匀,凿除时应避免出现啃边现象;(3) Use a concrete cutter to cut the concrete along the line drawn. Use a pneumatic pick to cut the concrete in this range. The depth of cut should be 1/2 ~ 1/3 of the pavement concrete layer, and be as uniform as possible. Avoid cutting Edge phenomenon;
(4)清理:先把创凿除的碎石杂物清理干净,再用高压水枪彻底冲洗干净被凿除的混凝土表面,切缝用钢刷或铁抹清理干净,不得有浮灰;(4) Clean up: first clean up the debris and the debris, and then thoroughly wash the concrete surface with a high-pressure water gun, and clean the cut with a steel brush or iron wiper. There must be no floating ash;
(5)湿润:充分湿润切割好的修补表面;修补前不得有明水,若有明水,用海绵或抹布将水清理出来;(5) Wet: Wet the cut repaired surface sufficiently; there should be no clear water before repairing. If there is clear water, clean it with a sponge or rag;
(6)搅拌:用搅拌机先干拌SC型修补料和相当于SC型修补料重量50%—100%的干净碎石,直至全部搅拌均匀,再加相当于SC型修补料重量14%~15%的水搅拌3-5分钟,直至搅拌均匀,得到修补材料;(6) Stirring: Use a mixer to dry mix SC-type repair material and clean crushed stone equivalent to 50% -100% of the weight of SC-type repair material until all are evenly mixed, then add 14% ~ 15 equivalent to the weight of SC-type repair material % Water for 3-5 minutes, until it is evenly mixed to obtain the repair material;
(7)修补:将搅拌均匀的修补料倒入冲刷干净的修补槽和“8”字形槽里,立即用振动棒振捣密实,并用刮尺来回反复赶平再用抹子收光做到一次成形,操作时间控制在20分钟以内,不得二次抹面压光;(7) Repair: Pour evenly mixed repairing materials into the cleaned repairing grooves and “8” -shaped grooves. Immediately compact with a vibrating stick, and use a scraping rule to repeatedly level up and back again with a trowel. Forming, the operating time is controlled within 20 minutes, and the second surface must not be calendered;
(8)养护:材料终凝1小时后等到完全硬化后再洒水养护并用塑料薄膜覆盖。(8) Maintenance: After the material has set for an hour, wait for it to fully harden before spraying and curing and cover it with plastic film.
步骤(6)中所述干净碎石的直径小于30㎜连续级配,且为用水洗过的碎石。The diameter of the clean crushed stone in step (6) is less than 30㎜ in continuous gradation, and the washed crushed stone is washed with water.
本发明修复效果好,使用寿命长,可以有效减少再次损坏率。The invention has good repair effect, long service life, and can effectively reduce the re-damage rate.
图1是本发明一个实施例的修复结构施工示意图。FIG. 1 is a construction schematic diagram of a repair structure according to an embodiment of the present invention.
一种拉链式快速修复混凝土路面裂缝的施工方法,包括下列步骤:A construction method for quickly repairing cracks in a concrete pavement by a zipper type, including the following steps:
(1)用记号笔以混凝土裂缝为中心线,画出宽20厘米平行线,以及在平行线上每隔50厘米画直径20厘米的圆形;(1) Use a marker to take the concrete crack as the center line, draw parallel lines with a width of 20 cm, and draw circles with a diameter of 20 cm every 50 cm on the parallel lines;
(2)用钻孔器在圆的位置进行钻孔;钻孔深度为穿透混凝土层;(2) Use a drill to drill holes in a circular position; the drilling depth is to penetrate the concrete layer;
(3)用混凝土切割机沿划的线进行切割混凝土,用风镐凿除该范围的混凝土,凿除深度为路面混凝土层的1/2~1/3,并尽量均匀,凿除时应避免出现啃边现象;(3) Use a concrete cutter to cut the concrete along the line drawn. Use a pneumatic pick to cut the concrete in this range. The depth of cut should be 1/2 ~ 1/3 of the pavement concrete layer, and be as uniform as possible. Avoid cutting Edge phenomenon;
(4)清理:先把创凿除的碎石杂物清理干净,再用高压水枪彻底冲洗干净被凿除的混凝土表面,切缝用钢刷或铁抹清理干净,不得有浮灰;(4) Clean up: first clean up the debris and the debris, and then thoroughly wash the concrete surface with a high-pressure water gun, and clean the cut with a steel brush or iron wiper. There must be no floating ash;
(5)湿润:充分湿润切割好的修补表面;修补前不得有明水,若有明水,用海绵或抹布将水清理出来;(5) Wet: Wet the cut repaired surface sufficiently; there should be no clear water before repairing. If there is clear water, clean it with a sponge or rag;
(6)搅拌:用搅拌机先干拌SC型修补料和相当于SC型修补料重量50%—100%的干净碎石,直至全部搅拌均匀,再加相当于SC型修补料重量14%~15%的水搅拌3-5分钟,直至搅拌均匀,得到修补材料;(6) Stirring: Use a mixer to dry mix SC-type repair material and clean crushed stone equivalent to 50% -100% of the weight of SC-type repair material until all are evenly mixed, then add 14% ~ 15 equivalent to the weight of SC-type repair material % Water for 3-5 minutes, until it is evenly mixed to obtain the repair material;
(7)修补:将搅拌均匀的修补料倒入冲刷干净的修补槽和“8”字形槽里,立即用振动棒振捣密实,并用刮尺来回反复赶平再用抹子收光做到一次成形,操作时间控制在20分钟以内,不得二次抹面压光;(7) Repair: Pour evenly mixed repairing materials into the cleaned repairing grooves and “8” -shaped grooves. Immediately compact with a vibrating stick, and use a scraping rule to repeatedly level up and back again with a trowel. Forming, the operating time is controlled within 20 minutes, and the second surface must not be calendered;
(8)养护:材料终凝1小时后等到完全硬化后再洒水养护并用塑料薄膜覆盖。(8) Maintenance: After the material has set for an hour, wait for it to fully harden before spraying and curing and cover it with plastic film.
步骤(6)中所述干净碎石的直径小于30㎜连续级配,且为用水洗过的碎石。The diameter of the clean crushed stone in step (6) is less than 30㎜ in continuous gradation, and the washed crushed stone is washed with water.
修复后的修复结构,包括沿裂缝长度方向的修补槽1,修补槽为凿除裂缝左右两侧混凝土后形成,修补槽的宽度为20cm,深度为路面混凝土层的1/2~1/3;修补槽长度方向每间隔50cm设置“8”字形槽2,“8”字形槽的深度为路面混凝土层的厚度,“8”字形槽的圆弧直径为20cm,可以进一步增加修补面积,减少损坏率;在所述修补槽及“8”字形槽中设置修补层3,且修补层的表面与混凝土路面平齐。修补槽的左右两侧边缘呈相互平行形式。The repaired structure after repair includes the repair groove 1 along the length of the crack. The repair groove is formed by cutting out the concrete on the left and right sides of the crack. The width of the repair groove is 20cm and the depth is 1/2 ~ 1/3 of the concrete layer on the pavement. The “8” -shaped groove 2 is set at 50cm intervals in the length direction of the repair groove. The depth of the “8” -shaped groove is the thickness of the pavement concrete layer, and the arc diameter of the “8” -shaped groove is 20cm. ; A repairing layer 3 is provided in the repairing groove and the "8" -shaped groove, and the surface of the repairing layer is flush with the concrete pavement. The left and right edges of the repair groove are parallel to each other.
Claims (2)
- 一种拉链式快速修复混凝土路面裂缝的施工方法,其特征是:包括下列步骤:A construction method for quickly repairing cracks in a concrete pavement by a zipper type, which is characterized in that it includes the following steps:(1)用记号笔以混凝土裂缝为中心线,画出宽20厘米平行线,以及在平行线上每隔50厘米画直径20厘米的圆形;(1) Use a marker to take the concrete crack as the center line, draw parallel lines with a width of 20 cm, and draw circles with a diameter of 20 cm every 50 cm on the parallel lines;(2)用钻孔器在圆的位置进行钻孔;钻孔深度为穿透混凝土层;(2) Use a drill to drill holes in a circular position; the drilling depth is to penetrate the concrete layer;(3)用混凝土切割机沿划的线进行切割混凝土,用风镐凿除该范围的混凝土,凿除深度为路面混凝土层的1/2~1/3,并尽量均匀,凿除时应避免出现啃边现象;(3) Use a concrete cutter to cut the concrete along the line drawn. Use a pneumatic pick to cut the concrete in this range. The depth of cut should be 1/2 ~ 1/3 of the pavement concrete layer, and be as uniform as possible. Avoid cutting Edge phenomenon;(4)清理:先把创凿除的碎石杂物清理干净,再用高压水枪彻底冲洗干净被凿除的混凝土表面,切缝用钢刷或铁抹清理干净,不得有浮灰;(4) Clean up: first clean up the debris and the debris, and then thoroughly wash the concrete surface with a high-pressure water gun, and clean the cut with a steel brush or iron wiper. There must be no floating ash;(5)湿润:充分湿润切割好的修补表面;修补前不得有明水,若有明水,用海绵或抹布将水清理出来;(5) Wet: Wet the cut repaired surface sufficiently; there should be no clear water before repairing. If there is clear water, clean it with a sponge or rag;(6)搅拌:用搅拌机先干拌SC型修补料和相当于SC型修补料重量50%—100%的干净碎石,直至全部搅拌均匀,再加相当于SC型修补料重量14%~15%的水搅拌3-5分钟,直至搅拌均匀,得到修补材料;(6) Stirring: Use a mixer to dry mix SC-type repair material and clean crushed stone equivalent to 50% -100% of the weight of SC-type repair material until all are evenly mixed, then add 14% ~ 15 equivalent to the weight of SC-type repair material % Water for 3-5 minutes, until it is evenly mixed to obtain the repair material;(7)修补:将搅拌均匀的修补料倒入冲刷干净的修补槽和“8”字形槽里,立即用振动棒振捣密实,并用刮尺来回反复赶平再用抹子收光做到一次成形,操作时间控制在20分钟以内,不得二次抹面压光;(7) Repair: Pour evenly mixed repairing materials into the cleaned repairing grooves and “8” -shaped grooves. Immediately compact with a vibrating stick, and use a scraping rule to repeatedly level up and back again with a trowel. Forming, the operating time is controlled within 20 minutes, and the second surface must not be calendered;(8)养护:材料终凝1小时后等到完全硬化后再洒水养护并用塑料薄膜覆盖。(8) Maintenance: After the material has set for an hour, wait for it to fully harden before spraying and curing and cover it with plastic film.
- 根据权利要求1所述的拉链式快速修复混凝土路面裂缝的施工方法,其特征是:步骤(6)中所述干净碎石的直径小于30㎜连续级配,且为用水洗过的碎石。The method for quickly repairing cracks in a concrete pavement according to claim 1, wherein the diameter of the clean crushed stone in step (6) is less than 30㎜ in continuous gradation and the washed stone is washed with water.
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CN109778655B (en) * | 2019-03-15 | 2021-07-16 | 四川轻化工大学 | Method for repairing damaged road surface |
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