CN114808594A - An asphalt pavement repair structure - Google Patents

An asphalt pavement repair structure Download PDF

Info

Publication number
CN114808594A
CN114808594A CN202210495497.3A CN202210495497A CN114808594A CN 114808594 A CN114808594 A CN 114808594A CN 202210495497 A CN202210495497 A CN 202210495497A CN 114808594 A CN114808594 A CN 114808594A
Authority
CN
China
Prior art keywords
repair
groove
pit
asphalt pavement
pavement
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
Application number
CN202210495497.3A
Other languages
Chinese (zh)
Inventor
赵剑
张伟伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN202210495497.3A priority Critical patent/CN114808594A/en
Publication of CN114808594A publication Critical patent/CN114808594A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/187Repairing bituminous covers, e.g. regeneration of the covering material in situ, application of a new bituminous topping

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Repair (AREA)
  • Road Paving Structures (AREA)

Abstract

本发明公开了一种沥青路面修复结构,包括开设在沥青路面表面凹坑上部的路面修复槽,所述路面修复槽的深度部高于所述凹坑的深度,且使得凹坑的底部位于所述路面修复槽底面的中间,所述路面修复槽的底面为平面;所述路面修复槽的底部铺设有修复架。有益效果在于:在沥青路面修复时,无需完全挖出凹坑内的路面和路基材料,修复操作更加方便快捷,且安全性好;降低了废料的运输成本;在路面修复后,修复架可作为路面修复槽上部填料的支撑,从而提高了路面修复后沥青填料的抗变形性能,并且可将上部的填料与凹坑下方的路面基础隔离,减少路面基础缺陷对修复后填料的影响,从而避免凹坑上方再次产生凹陷,修复效果好。

Figure 202210495497

The invention discloses an asphalt pavement repairing structure, comprising a pavement repair groove opened on the upper part of a pit on the asphalt pavement surface, the depth of the road repair groove is higher than the depth of the pit, and the bottom of the pit is located at the bottom of the pit. In the middle of the bottom surface of the road surface repair groove, the bottom surface of the road surface repair groove is a plane; the bottom of the road surface repair groove is laid with a repair frame. The beneficial effects are: when the asphalt pavement is repaired, it is not necessary to completely excavate the road surface and roadbed materials in the pit, the repairing operation is more convenient and fast, and the safety is good; the transportation cost of waste materials is reduced; after the road surface is repaired, the repair frame can be used as a road surface Repair the support of the upper filler in the groove, thereby improving the deformation resistance of the asphalt filler after road surface repair, and can isolate the upper filler from the pavement foundation under the pit, reducing the influence of the pavement foundation defect on the repaired filler, thereby avoiding pits The top is dented again, and the repair effect is good.

Figure 202210495497

Description

一种沥青路面修复结构An asphalt pavement repair structure

技术领域technical field

本发明涉及路面修复技术领域,具体涉及一种沥青路面修复结构。The invention relates to the technical field of pavement repair, in particular to an asphalt pavement repair structure.

背景技术Background technique

沥青路面作为典型的柔性路面,因其在荷载作用下产生的弯沉变形较大、抗弯强度小,在反复荷载作用下容易产生累积变形。其中,凹坑为沥青路面上最常见的破坏状态之一。凹坑形成的原因有多重,其中最常见的原因是沥青路面摊铺不均匀,导致部分路面区域的骨料压实度不足,在路面碾压后,虽然该位置可保持与常规位置相同的状态和平整度,但是在车辆碾压后即容易产生凹陷,最终形成较深的凹坑。常规的凹坑修复方式为直接填补,即直接将沥青混合料填补在凹坑内,并碾压成型,采用该方式修复时,由于部分凹坑下方的路基长期受到雨水的渗入,路基结构容易失稳,直接填筑碾压后,路面下层结构状态并未改善,在车辆碾压后容易再次出现凹陷;还可用替换路面材料的方式进行修复,即直接在凹坑处的路面开设大于凹坑直径的槽,并向下挖出槽内的沥青混合料和失稳的路面基础,而后向槽内填充沥青混合料,该修复方式成本较高,且若路面基础的失稳深度过大,在下挖过程中可能会引发槽周的路面及路面基础的失稳风险。基于此,申请人提出一种操作便捷、安全性好且成本低的沥青路面修复结构。As a typical flexible pavement, asphalt pavement is prone to accumulated deformation under repeated loads because of its large deflection and low flexural strength under load. Among them, pits are one of the most common failure states on asphalt pavements. There are many reasons for the formation of pits. The most common reason is that the asphalt pavement is unevenly paved, resulting in insufficient aggregate compaction in some pavement areas. and flatness, but it is prone to dents after the vehicle is rolled, and eventually deeper dents are formed. The conventional pit repair method is direct filling, that is, the asphalt mixture is directly filled in the pit and rolled to form. When repairing by this method, the subgrade structure is easily unstable due to the long-term infiltration of rainwater under some pits. , After directly filling and rolling, the structural state of the lower layer of the pavement is not improved, and it is easy to dent again after the vehicle is rolled; it can also be repaired by replacing the pavement material, that is, the pavement directly at the pit is opened with a diameter larger than the pit diameter. trough, and dig out the asphalt mixture in the trough and the unstable pavement foundation, and then fill the trough with the asphalt mixture. The risk of instability of the pavement around the groove and the pavement foundation may be caused. Based on this, the applicant proposes an asphalt pavement repair structure with convenient operation, good safety and low cost.

发明内容SUMMARY OF THE INVENTION

本发明的目的就在于为了解决上述问题而提供一种沥青路面修复结构,本发明提供的诸多技术方案中优选的技术方案具有:操作便捷,修复成本低,且安全性好等技术效果,详见下文阐述。The purpose of the present invention is to provide an asphalt pavement repair structure in order to solve the above problems. The preferred technical solution among the technical solutions provided by the present invention has the following technical effects: convenient operation, low repair cost, and good safety. Elaborated below.

为实现上述目的,本发明提供了以下技术方案:For achieving the above object, the invention provides the following technical solutions:

本发明提供的一种沥青路面修复结构,包括开设在沥青路面表面凹坑上部的路面修复槽,所述路面修复槽的深度部高于所述凹坑的深度,且使得凹坑的底部位于所述路面修复槽底面的中间,所述路面修复槽的底面为平面;An asphalt pavement repair structure provided by the present invention includes a pavement repair groove opened on the upper part of a pit on the surface of the asphalt pavement, the depth of the pavement repair groove is higher than the depth of the pit, and the bottom of the pit is located at the bottom of the pit. The middle of the bottom surface of the road surface repair groove, and the bottom surface of the road surface repair groove is a plane;

所述路面修复槽的底部铺设有修复架,所述修复架的竖直投影完全覆盖所述凹坑;A repair frame is laid on the bottom of the road repair groove, and the vertical projection of the repair frame completely covers the pit;

所述修复架内侧设置有多个定位嵌脚,所述定位嵌脚均布在所述修复架的内侧周向,且该定位嵌脚的下部竖直向下延伸出所述修复架的底面,所述定位嵌脚的周向设置有灌缝溢流部。The inner side of the repair frame is provided with a plurality of positioning feet, the positioning feet are evenly distributed in the inner circumferential direction of the repair frame, and the lower part of the positioning feet extends vertically downward from the bottom surface of the repair frame, The circumferential direction of the positioning foot is provided with an overflow portion of the filling seam.

作为优选,所述修复架由内网架和外架体组成,所述内网架设置于所述外架体的内侧,且所述内网架的边沿与所述外架体的内壁焊接配合。Preferably, the repair frame is composed of an inner grid frame and an outer frame body, the inner grid frame is arranged on the inner side of the outer frame body, and the edge of the inner grid frame is welded with the inner wall of the outer frame body. .

作为优选,所述内网架的高度与所述外架体的高度一致,且该内网架包括平板部和下支撑部,所述下支撑部竖直设置于所述平板部的底部中间,所述下支撑部的高度与所述平板部的高度之和与所述外架体的高度一致。Preferably, the height of the inner mesh frame is the same as the height of the outer frame body, and the inner mesh frame includes a flat plate portion and a lower support portion, and the lower support portion is vertically arranged in the middle of the bottom of the flat plate portion, The sum of the height of the lower support part and the height of the flat plate part is consistent with the height of the outer frame body.

作为优选,所述下支撑部为厚度与所述平板部厚度一致的竖板部,所述平板部与所述竖板部均与所述外架体的内沿焊接固定。Preferably, the lower support portion is a vertical plate portion with a thickness consistent with the thickness of the flat plate portion, and both the flat plate portion and the vertical plate portion are welded and fixed to the inner edge of the outer frame body.

作为优选,所述外架体为圆环形结构,且由一条厚度均匀的钢带首尾焊接制成,所述外架体的厚度大于所述平板部的厚度。Preferably, the outer frame body is an annular structure, and is made by welding a steel strip with a uniform thickness end to end, and the thickness of the outer frame body is greater than the thickness of the flat plate portion.

作为优选,所述定位嵌脚与所述外架体的内壁焊接固定,所述定位嵌脚的顶部设置有连通所述灌缝溢流部的灌缝孔。Preferably, the locating legs are welded and fixed to the inner wall of the outer frame body, and the top of the positioning legs is provided with a caulking hole that communicates with the overflow portion of the caulking.

作为优选,所述灌缝溢流部为多条灌封槽,所述灌封槽自所述定位嵌脚的中部向下延伸至所述定位嵌脚的底部,所述灌封槽均布在所述定位嵌脚的周向。Preferably, the overflow portion of the potting seam is a plurality of potting grooves, the potting grooves extend downward from the middle of the positioning leg to the bottom of the positioning leg, and the potting grooves are evenly distributed on the bottom of the positioning leg. The circumferential direction of the positioning foot.

作为优选,所述灌封槽的宽度为3mm-5mm。Preferably, the width of the potting groove is 3mm-5mm.

作为优选,所述灌缝溢流部为若干个溢流孔,所述溢流孔均匀成型在所述定位嵌脚的下部周向。Preferably, the overflow part of the filling seam is a plurality of overflow holes, and the overflow holes are uniformly formed in the circumferential direction of the lower part of the positioning stud.

作为优选,所述溢流孔的直径为5mm-10mm。Preferably, the diameter of the overflow hole is 5mm-10mm.

综上,本发明的有益效果在于:1、在沥青路面修复时,无需完全挖出凹坑内的路面和路基材料,修复操作更加方便快捷,且安全性好;To sum up, the beneficial effects of the present invention are as follows: 1. When the asphalt pavement is repaired, there is no need to completely excavate the road surface and subgrade materials in the pit, and the repair operation is more convenient and fast, and the safety is good;

2、在路面开设路面修复槽后,可将凹坑开槽产生的沥青材料废料填入凹坑的下部,降低了废料的运输成本;2. After the pavement repair groove is opened on the road surface, the asphalt material waste generated by the pit grooving can be filled into the lower part of the pit, which reduces the transportation cost of the waste;

3、在路面修复后,修复架可作为路面修复槽上部填料的支撑,从而提高了路面修复后沥青填料的抗变形性能,并且可将上部的填料与凹坑下方的路面基础隔离,减少路面基础缺陷对修复后填料的影响,从而避免凹坑上方再次产生凹陷,修复效果好。3. After the road surface is repaired, the repair frame can be used as the support for the upper filler of the road surface repair groove, thereby improving the anti-deformation performance of the asphalt filler after the road surface repair, and can isolate the upper filler from the pavement foundation under the pit, reducing the pavement foundation. The effect of defects on the repaired filler, so as to avoid the depression above the pit, and the repair effect is good.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to explain the embodiments of the present invention or the technical solutions in the prior art more clearly, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments of the present invention. For those of ordinary skill in the art, other drawings can also be obtained according to these drawings without creative efforts.

图1是本发明的主视结构示意图;Fig. 1 is the front view structure schematic diagram of the present invention;

图2是本发明的俯视结构示意图;Fig. 2 is the top view structure schematic diagram of the present invention;

图3是本发明的仰视结构示意图;Fig. 3 is the bottom view structure schematic diagram of the present invention;

图4是图3中A部的放大结构示意图;Fig. 4 is the enlarged structural representation of A part in Fig. 3;

图5是本发明初始修复状态的结构示意图;Fig. 5 is the structural representation of the initial repair state of the present invention;

图6是本发明修复完成状态的结构示意图。FIG. 6 is a schematic structural diagram of the repaired state of the present invention.

附图标记说明如下:The reference numerals are explained as follows:

1、修复架;11、外架体;12、内网架;12a、平板部;12b、竖板部;2、定位嵌脚;3、灌缝溢流部;4、灌缝孔;5、路面修复槽;6、凹坑;7、嵌脚槽。1. Repair frame; 11. Outer frame body; 12. Inner grid frame; 12a, flat plate part; 12b, vertical plate part; 2. Positioning foot; 3. Filling overflow part; 4. Filling hole; 5. Pavement repair groove; 6, pit; 7, footing groove.

具体实施方式Detailed ways

为使本发明的目的、技术方案和优点更加清楚,下面将对本发明的技术方案进行详细的描述。显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所得到的所有其它实施方式,都属于本发明所保护的范围。In order to make the objectives, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be described in detail below. Obviously, the described embodiments are only some, but not all, embodiments of the present invention. Based on the embodiments of the present invention, all other implementations obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

参见图1-图6所示,本发明提供了一种沥青路面修复结构,包括开设在沥青路面表面凹坑6上部的路面修复槽5,所述路面修复槽5的深度部高于所述凹坑6的深度,且使得凹坑6的底部位于所述路面修复槽5底面的中间,所述路面修复槽5的底面为平面;1-6, the present invention provides an asphalt pavement repair structure, including a pavement repair groove 5 opened on the upper part of a pit 6 on the asphalt pavement surface, and the depth of the road repair groove 5 is higher than that of the pit. The depth of the pit 6, and the bottom of the pit 6 is located in the middle of the bottom surface of the road surface repair groove 5, and the bottom surface of the road surface repair groove 5 is a plane;

所述路面修复槽5的底部铺设有修复架1,所述修复架1的竖直投影完全覆盖所述凹坑6;修复架1作为凹坑6下部结构的上部防护结构,在路面修复槽5内部填充沥青混合料并压实后,作为凹坑6上方的承压结构,削弱作用于凹坑6底部的荷载,从而避免凹坑6继续产生变形;The bottom of the road repair groove 5 is laid with a repair frame 1, and the vertical projection of the repair frame 1 completely covers the pit 6; After the asphalt mixture is filled inside and compacted, it acts as a pressure-bearing structure above the pit 6 to weaken the load acting on the bottom of the pit 6, thereby preventing the pit 6 from continuing to deform;

所述修复架1内侧设置有多个定位嵌脚2,定位嵌脚2多为修复架1的水平向限位和下部的支撑,用于提高修复架1的稳定性,所述定位嵌脚2均布在所述修复架1的内侧周向,且该定位嵌脚2的下部竖直向下延伸出所述修复架1的底面,所述定位嵌脚2的周向设置有灌缝溢流部3。在修复架1和定位嵌脚2在路面修复槽5内部定位后,可向定位嵌脚2内灌注沥青浆料,通过沥青浆料与嵌脚槽7内壁的结合,提高定位嵌脚2和修复架1的稳定性,从而避免在路面修复后,车辆碾压修复位置时修复架1承压后发生位移,提高修复架1位置的稳定性。The inner side of the repair frame 1 is provided with a plurality of positioning feet 2, and the positioning feet 2 are mostly the horizontal limit of the repair frame 1 and the support of the lower part, which are used to improve the stability of the repair frame 1. The positioning feet 2 Evenly distributed in the inner circumferential direction of the repair frame 1, and the lower part of the positioning inlay 2 extends vertically downwards out of the bottom surface of the repair frame 1, and the circumferential direction of the positioning inlay 2 is provided with a gap overflow Section 3. After the repair frame 1 and the positioning foot 2 are positioned inside the road repair groove 5, the positioning foot 2 can be filled with asphalt slurry, and the combination of the asphalt slurry and the inner wall of the foot groove 7 can improve the positioning and repair The stability of the frame 1 is improved, so as to avoid the displacement of the repair frame 1 after bearing pressure when the vehicle rolls the repair position after the road surface is repaired, and the stability of the position of the repair frame 1 is improved.

使用时,先在沥青路面的凹坑6上部开设路面修复槽5,路面修复槽5为圆形槽,且应保证凹坑6上沿完全在路面修复槽5的范围内;开槽后平整路面修复槽5的槽底并开设嵌脚槽7,嵌脚槽7的深度低于定位嵌脚210mm-15mm即可,以防止发生翘脚,开槽后清理出路面材料,也可使用清理出的路面材料填充凹坑6的下部空间;放置修复架1,将定位嵌脚2嵌入嵌脚槽7内,并将修复架1平铺在路面修复槽5的底部,使路面修复槽5完全覆盖凹坑6的下部边沿;填充沥青浆料,将热沥青浆料充入定位嵌脚2和凹坑6内,热沥青浆料沿灌缝溢流部3溢出后与嵌脚槽7内壁结合,同时灌入凹坑6内的沥青浆料可结合其内的填料,形成稳定结构;最后向路面修复槽5内部填充新的沥青混合料并压实,即可完成修复作业。When in use, first open a road surface repair groove 5 on the upper part of the pit 6 on the asphalt pavement. The road surface repair groove 5 is a circular groove, and it should be ensured that the upper edge of the pit 6 is completely within the range of the road surface repair groove 5; after the groove, the road surface is leveled. Repair the bottom of the groove 5 and open a foot groove 7. The depth of the foot groove 7 is 210mm-15mm lower than the positioning foot to prevent the foot from lifting. After the groove is opened, the pavement material can be cleaned, or the cleaned foot can be used. The pavement material fills the lower space of the pit 6; place the repair frame 1, insert the positioning foot 2 into the foot groove 7, and lay the repair frame 1 on the bottom of the road repair groove 5, so that the road repair groove 5 completely covers the concave. The lower edge of the pit 6; fill with asphalt slurry, fill the hot asphalt slurry into the positioning foot 2 and the pit 6, and the hot asphalt slurry overflows along the overflow part 3 of the filling joint and combines with the inner wall of the foot groove 7, and at the same time The asphalt slurry poured into the pit 6 can be combined with the filler therein to form a stable structure; finally, the road repair groove 5 is filled with new asphalt mixture and compacted to complete the repair operation.

所述修复架1由内网架12和外架体11组成,所述内网架12设置于所述外架体11的内侧,且所述内网架12的边沿与所述外架体11的内壁焊接配合;所述内网架12的高度与所述外架体11的高度一致,且该内网架12包括平板部12a和下支撑部,所述下支撑部竖直设置于所述平板部12a的底部中间,所述下支撑部的高度与所述平板部12a的高度之和与所述外架体11的高度一致;所述下支撑部为厚度与所述平板部12a厚度一致的竖板部12b,所述平板部12a与所述竖板部12b均与所述外架体11的内沿焊接固定;平板部12a与竖板部12b形成T字型结构,可提高竖向荷载的承载能力,因此在内网架12作为凹坑6上方的承载结构后,在承受竖向行车荷载时,可将荷载分散至路面修复槽5的槽底和定位嵌脚2,避免凹坑6再次受压变形;The repair frame 1 is composed of an inner grid frame 12 and an outer frame body 11 . The inner grid frame 12 is arranged on the inner side of the outer frame body 11 , and the edge of the inner grid frame 12 is connected to the outer frame body 11 . The inner wall of the frame is welded and matched; the height of the inner grid 12 is consistent with the height of the outer frame body 11, and the inner grid 12 includes a flat plate portion 12a and a lower support portion, and the lower support portion is vertically arranged on the In the middle of the bottom of the flat plate portion 12a, the sum of the height of the lower support portion and the height of the flat plate portion 12a is the same as the height of the outer frame body 11; the thickness of the lower support portion is the same as the thickness of the flat plate portion 12a The vertical plate portion 12b is welded and fixed to the inner edge of the outer frame body 11; the flat plate portion 12a and the vertical plate portion 12b form a T-shaped structure, which can improve the vertical Therefore, after the inner grid 12 is used as the bearing structure above the pit 6, when bearing the vertical traffic load, the load can be distributed to the groove bottom of the road repair groove 5 and the positioning feet 2 to avoid pits. 6 Deformed under pressure again;

所述外架体11为圆环形结构,且由一条厚度均匀的钢带首尾焊接制成,所述外架体11的厚度大于所述平板部12a的厚度;外架体11在内网架12承受竖向荷载后,会产生趋向于中心处的形变,因此外架体11的厚度应大于平板部12a的厚度,以保证其结构稳定性,常规状态下,外架体11可采用厚度10mm-15mm的钢板材料制作;The outer frame body 11 is an annular structure, and is made by welding a steel strip with a uniform thickness from end to end. The thickness of the outer frame body 11 is greater than the thickness of the flat plate portion 12a; 12 After bearing the vertical load, the deformation will tend to the center, so the thickness of the outer frame body 11 should be greater than the thickness of the plate part 12a to ensure its structural stability. Under normal conditions, the outer frame body 11 can be 10mm thick. -15mm steel plate material;

所述定位嵌脚2与所述外架体11的内壁焊接固定,所述定位嵌脚2的顶部设置有连通所述灌缝溢流部3的灌缝孔4;所述灌缝溢流部3为多条灌封槽,所述灌封槽自所述定位嵌脚2的中部向下延伸至所述定位嵌脚2的底部,所述灌封槽均布在所述定位嵌脚2的周向;所述灌封槽的宽度为3mm-5mm;采用槽状的灌缝溢流部3,可避免堵塞,在灌注热沥青浆料时,可保证沥青浆料经灌缝孔4进入嵌脚槽7内;The positioning feet 2 are welded and fixed to the inner wall of the outer frame body 11, and the top of the positioning feet 2 is provided with a seam filling hole 4 that communicates with the filling seam overflow part 3; the filling seam overflow part 3 is a plurality of potting grooves, the potting grooves extend downward from the middle of the positioning leg 2 to the bottom of the positioning leg 2, and the potting grooves are evenly distributed on the positioning legs 2. Circumferential; the width of the potting groove is 3mm-5mm; the groove-shaped potting overflow part 3 can be used to avoid blockage, and when pouring hot asphalt slurry, it can ensure that the asphalt slurry enters the embedding through the potting hole 4 In foot slot 7;

所述灌缝溢流部3为若干个溢流孔,所述溢流孔均匀成型在所述定位嵌脚2的下部周向;所述溢流孔的直径为5mm-10mm,通过溢流孔溢出的热沥青浆料,与定位嵌脚2的连接点位更多,可使定位嵌脚2外壁与嵌脚槽7的接触更加紧密。The overflow part 3 of the filling seam is a plurality of overflow holes, and the overflow holes are uniformly formed in the lower circumferential direction of the positioning inserts 2; the diameter of the overflow holes is 5mm-10mm, and the overflow holes pass through the overflow holes. The overflowing hot asphalt slurry has more connection points with the positioning studs 2 , which can make the contact between the outer wall of the positioning studs 2 and the stud grooves 7 more closely.

采用上述结构,在沥青路面修复时,无需完全挖出凹坑6内的路面和路基材料,修复操作更加方便快捷,且安全性好;在路面开设路面修复槽5后,可将凹坑6开槽产生的沥青材料废料填入凹坑6的下部,降低了废料的运输成本;在路面修复后,修复架1可作为路面修复槽5上部填料的支撑,从而提高了路面修复后沥青填料的抗变形性能,并且可将上部的填料与凹坑6下方的路面基础隔离,减少路面基础缺陷对修复后填料的影响,从而避免凹坑6上方再次产生凹陷,修复效果好;更适用于面积小的深坑修复。By adopting the above structure, when the asphalt pavement is repaired, it is not necessary to completely excavate the road surface and roadbed materials in the pit 6, the repair operation is more convenient and quick, and the safety is good; after the road surface repair groove 5 is opened on the road, the pit 6 can be opened. The asphalt material waste generated by the groove is filled into the lower part of the pit 6, which reduces the transportation cost of the waste; after the road surface is repaired, the repair frame 1 can be used as the support for the upper filler of the road surface repair groove 5, thereby improving the resistance of the asphalt filler after the road surface repair. Deformation performance, and can isolate the upper filler from the pavement foundation below the pit 6, reducing the influence of the pavement foundation defect on the repaired filler, thereby avoiding the depression above the pit 6 again, and the repair effect is good; more suitable for small areas Deep pit repair.

以上所述,仅为本发明的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,可轻易想到变化或替换,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应以所述权利要求的保护范围为准。The above are only specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art can easily think of changes or substitutions within the technical scope disclosed by the present invention. should be included within the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.

Claims (10)

1. The asphalt pavement repairing structure is characterized by comprising a pavement repairing groove (5) arranged at the upper part of a pit (6) on the surface of an asphalt pavement, wherein the depth part of the pavement repairing groove (5) is higher than the depth of the pit (6), the bottom of the pit (6) is positioned in the middle of the bottom surface of the pavement repairing groove (5), and the bottom surface of the pavement repairing groove (5) is a plane;
a repairing frame (1) is laid at the bottom of the pavement repairing groove (5), and the vertical projection of the repairing frame (1) completely covers the pit (6);
the repairing frame is characterized in that a plurality of positioning embedded feet (2) are arranged on the inner side of the repairing frame (1), the positioning embedded feet (2) are uniformly distributed in the circumferential direction of the inner side of the repairing frame (1), the lower portion of each positioning embedded foot (2) vertically extends downwards to form the bottom surface of the repairing frame (1), and a pouring overflow portion (3) is arranged in the circumferential direction of each positioning embedded foot (2).
2. The asphalt pavement restoration structure according to claim 1, characterized in that: repair frame (1) by interior net rack (12) and outer support body (11) constitute, interior net rack (12) set up in the inboard of outer support body (11), just the border of interior net rack (12) with the inner wall welding cooperation of outer support body (11).
3. The asphalt pavement restoration structure according to claim 2, characterized in that: the height of interior net rack (12) with the highly uniform of outer support body (11), and this interior net rack (12) include dull and stereotyped portion (12a) and lower carriage, the lower carriage vertical set up in the middle of the bottom of dull and stereotyped portion (12a), the height of lower carriage with the highly sum of dull and stereotyped portion (12a) with the highly uniform of outer support body (11).
4. The asphalt pavement repairing structure according to claim 3, characterized in that: the lower supporting part is a vertical plate part (12b) with the thickness consistent with that of the flat plate part (12a), and the flat plate part (12a) and the vertical plate part (12b) are fixedly welded with the inner edge of the outer frame body (11).
5. The asphalt pavement restoration structure according to claim 3, characterized in that: outer support body (11) are the ring structure, and are made by the even steel band end to end welding of a thickness, the thickness of outer support body (11) is greater than the thickness of pallet portion (12 a).
6. The asphalt pavement restoration structure according to claim 2, characterized in that: the positioning caulking pins (2) are welded and fixed with the inner wall of the outer frame body (11), and seam filling holes (4) communicated with the seam filling overflow part (3) are formed in the tops of the positioning caulking pins (2).
7. The asphalt pavement restoration structure according to claim 6, characterized in that: pouring seam overflow portion (3) are many encapsulating grooves, encapsulating groove certainly the middle part downwardly extending of location fillet foot (2) to the bottom of location fillet foot (2), encapsulating groove equipartition is in the circumference of location fillet foot (2).
8. The asphalt pavement restoration structure according to claim 7, characterized in that: the width of the encapsulating groove is 3mm-5 mm.
9. The asphalt pavement restoration structure according to claim 6, characterized in that: the crack pouring overflow part (3) is provided with a plurality of overflow holes, and the overflow holes are uniformly formed in the circumferential direction of the lower part of the positioning embedded foot (2).
10. The asphalt pavement restoration structure according to claim 9, characterized in that: the diameter of the overflow hole is 5mm-10 mm.
CN202210495497.3A 2022-05-08 2022-05-08 An asphalt pavement repair structure Pending CN114808594A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210495497.3A CN114808594A (en) 2022-05-08 2022-05-08 An asphalt pavement repair structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210495497.3A CN114808594A (en) 2022-05-08 2022-05-08 An asphalt pavement repair structure

Publications (1)

Publication Number Publication Date
CN114808594A true CN114808594A (en) 2022-07-29

Family

ID=82513826

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210495497.3A Pending CN114808594A (en) 2022-05-08 2022-05-08 An asphalt pavement repair structure

Country Status (1)

Country Link
CN (1) CN114808594A (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19609776A1 (en) * 1996-03-13 1997-09-18 Reinhold Neider Manhole cover installed flush with road surface
JP2007107316A (en) * 2005-10-14 2007-04-26 Nagashima Imono Kk Method of temporarily recovering pavement surface in burying work of underground buried object
DE202012003401U1 (en) * 2012-04-04 2012-05-23 Bornit-Werk Aschenborn Gmbh Joint tape for insertion in connection or repair joints in the upper area of a road surface
US20170167085A1 (en) * 2015-12-10 2017-06-15 Research Institute of Highway, Ministry of Transport, China Patch and method for repairing asphalt pavement
KR101818919B1 (en) * 2017-05-11 2018-01-17 양경용 Mending method for asphalt road using mending mat
CN108086086A (en) * 2017-12-22 2018-05-29 河海大学 A kind of method repaired structure and exploration coring bituminous paving is repaired using it that drills
CN108660950A (en) * 2018-06-28 2018-10-16 张维秀 A kind of road and bridge crack reparation fixing device
CN215329265U (en) * 2021-08-03 2021-12-28 海南大昌源科技发展有限公司 Quick prosthetic devices of pit on municipal administration road surface

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19609776A1 (en) * 1996-03-13 1997-09-18 Reinhold Neider Manhole cover installed flush with road surface
JP2007107316A (en) * 2005-10-14 2007-04-26 Nagashima Imono Kk Method of temporarily recovering pavement surface in burying work of underground buried object
DE202012003401U1 (en) * 2012-04-04 2012-05-23 Bornit-Werk Aschenborn Gmbh Joint tape for insertion in connection or repair joints in the upper area of a road surface
US20170167085A1 (en) * 2015-12-10 2017-06-15 Research Institute of Highway, Ministry of Transport, China Patch and method for repairing asphalt pavement
KR101818919B1 (en) * 2017-05-11 2018-01-17 양경용 Mending method for asphalt road using mending mat
CN108086086A (en) * 2017-12-22 2018-05-29 河海大学 A kind of method repaired structure and exploration coring bituminous paving is repaired using it that drills
CN108660950A (en) * 2018-06-28 2018-10-16 张维秀 A kind of road and bridge crack reparation fixing device
CN215329265U (en) * 2021-08-03 2021-12-28 海南大昌源科技发展有限公司 Quick prosthetic devices of pit on municipal administration road surface

Similar Documents

Publication Publication Date Title
CN107090860A (en) A kind of shallow foundation rectifying of leaned building ruggedized construction and its construction method
CN108360328B (en) Construction method for compacting periphery of asphalt pavement inspection well and transition well cover
CN206873517U (en) A kind of shallow foundation rectifying of leaned building ruggedized construction
CN112554250A (en) Pile foundation building micro composite steel pipe pile underpinning inclination correcting structure and construction method thereof
CN217949156U (en) Water stop structure for post-cast strip of basement bottom plate
CN209799167U (en) A pre-embedded column foot reinforcement system
CN205329462U (en) Structure is handled to cement concrete pavement seam of wrong platform of prevention inter -plate
CN114808594A (en) An asphalt pavement repair structure
CN101839063B (en) Movable steel base for constructing prefabricated beam and standard joint thereof
CN111576487B (en) Underground engineering foundation bottom plate structure and construction method thereof
CN201671063U (en) Movable steel base for construction precast beams and standard knot thereof
JPH08218410A (en) Repair method of foundation of fluid storage tank
CN101191324A (en) Exchanging of plate-type rubber supporting on highway bridge abutment by using template positioning method
KR101192270B1 (en) Repairing method of pavement sunken
CN110396992B (en) Concrete face rockfill dam face anti-cracking construction process
CN210621630U (en) Concrete panel rock-fill dam
CN116254926A (en) Construction method of inserted steel column foot
CN111593722B (en) Building surface settlement repairing method
CN209669616U (en) A kind of highway engineering construction subgrade strengthening structure
CN108894098B (en) Bridge slab base for solving problem of vehicle bump at bridge head and method for solving problem of vehicle bump at bridge head
CN222700746U (en) Widening spliced roadbed structure
JPH09279619A (en) Jack-up construction method for foundation of building
CN221855185U (en) Road surface restoration leveling structure
CN216130156U (en) Building basement bottom plate water-collecting device
CN217266682U (en) Splicing structure of old and new subgrade and pavement in road engineering

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

Application publication date: 20220729

RJ01 Rejection of invention patent application after publication