CN104612016A - Quick municipal road first-aid repair method - Google Patents
Quick municipal road first-aid repair method Download PDFInfo
- Publication number
- CN104612016A CN104612016A CN201410766603.2A CN201410766603A CN104612016A CN 104612016 A CN104612016 A CN 104612016A CN 201410766603 A CN201410766603 A CN 201410766603A CN 104612016 A CN104612016 A CN 104612016A
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- China
- Prior art keywords
- vulcanized rubber
- rubber block
- road
- damaged
- area
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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
- E01C11/00—Details of pavings
- E01C11/005—Methods or materials for repairing pavings
-
- 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
- E01C2201/00—Paving elements
- E01C2201/06—Sets of paving elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Road Repair (AREA)
Abstract
The invention provides a quick municipal road first-aid repair method which is as follows: first, a damaged road area is fenced, the damaged road area is cut apart from an undamaged block, then the damaged road area is totally broken to a certain depth, the bottom of the area to be repaired are kept level, then broken pieces within the damaged road area are cleaned up; according to the shape of the damaged area, the damaged area is cut into needed modules by use of a vulcanized rubber block, wherein the upper and lower bottom surfaces of the vulcanized rubber block are additionally provided with reinforcing ribs, first-aid repair pieces are placed in the area to be repaired, fine sands are filled in gaps among the first-aid repair pieces and surrounding good areas, the fine sands are compactly tamped to 2cm below the surface of the rubber block, then fast curing silicone structure rubber is used for flushing the area to be repaired with the surrounding intact road area. The method has the advantages of high efficiency and obvious social benefit, and is suitable for quick first-aid repair construction of small-scope damaged urban roads.
Description
Technical field
The present invention relates to the construction method of municipal engineering technical field, particularly, relate to one town road emergency repair method efficiently.
Background technology
Along with urban life level makes constant progress, more and more automobile emerges in large numbers urban road continuously, causes heavy burden to crowded to capacity urban road, and a lot of downtown roads do not repair how long just occur such-and-such defect, pitting duck eye is continuous, affects road traffic.A lot of road repair is continuous, and patch one by one, although road repair has been got well, because former road surface is given prominence to a bit mostly in patch road surface, has easily caused road bumps, affects road normal pass.What is more, adopts the little patch of road that conventional method is repaired, generally more time-consuming, easily affect the current of road traffic, particularly rush hour morning and evening section.
The method for repairing and mending in hole, current conventional road hole generally adopts and directly in hole, hole, fills bituminous concrete, and adopts rammer compacting, and this method for repairing and mending is relatively simple and easy, and repair efficiency is always not good, can not meet the repairing of extensive road craterlet.
Summary of the invention
For defect of the prior art, the object of this invention is to provide one town road emergency repair method efficiently, the method operating efficiency is high, and social benefit is obvious.
For realizing above object, the invention provides one town road emergency repair method efficiently, the vulcanized rubber block that inside is implanted with reinforcing rib by described method is cut into required module, be placed in region, road surface to be repaired, then inject bottom vulcanized rubber block and between roadbed high-strength cementing agent, vulcanized rubber block and around fill between good space, road surface and flow plastotype microlith bituminous concrete, guarantee and road level.
Described method comprises the steps:
The damaged scope of the first step, naked eyes identification road, calibrates key point, then draws the separator bar on shabby road surface;
Second step, cutting machine is utilized damaged area and not damaged block to be cut open along separator bar;
3rd step, utilize pick machine by the pavement breaking in damaged area to certain depth, fritter hand breaking, guarantee that bottom is smooth, and by clean for the ballast cleaning of fragmentation;
4th step, by broken for damaged area smooth and after cleaning out, according to the profile cutting vulcanized rubber block in broken region;
5th step, the vulcanized rubber block of well cutting placed and cleans out in damaged area, mobile make vulcanized rubber block and the intact edges of regions of periphery apart from basically identical;
6th step, injecting toward the bottom of the vulcanized rubber block filled up in damaged area can the high-strength cementing agent of simultaneously sticking rubber and roadbed;
7th step, after high-strength cementing agent has been noted certain hour, toward fill gaps fine sand between the vulcanized rubber block filled up in damaged area and the intact region of periphery, and tamping is until at least 2cm position below, block rubber surface, then adopt quick-setting structural silicone adhesive to fill and lead up, make it road area intact with periphery and flush.
Preferably, in the 4th step, during cutting, guarantee the size of described vulcanized rubber block 30mm less of damaged area.
Preferably, in the 4th step, described vulcanized rubber block adopts vulcanized rubber, and in manufacturing process, steel fabric sheet is all set up to increase the compressive strength of strong vulcanized rubber in the inner close position, upper and lower bottom surface of vulcanized rubber block.
More preferably, described vulcanized rubber block can be cut into and wait to rush to repair the various shapes needed for road surface.
Compared with prior art, the present invention has following beneficial effect:
The present invention adopts vulcanized rubber block to carry out town road repairing, easy construction, and routine mends time a couple of days easily relatively, even the longer time, and its operating efficiency promotes not little, and does not cause adverse effect to normal road, and social benefit is obvious.The present invention is applicable to urban road damage rapid rush-repair construction interior among a small circle.
Accompanying drawing explanation
By reading the detailed description done non-limiting example with reference to the following drawings, other features, objects and advantages of the present invention will become more obvious:
Fig. 1 is the vulcanized rubber block plan view of one embodiment of the invention;
Fig. 2 is the sectional drawing of the vulcanized rubber block of one embodiment of the invention;
Fig. 3 is the 3 dimensional drawing of the vulcanized rubber block of one embodiment of the invention;
Fig. 4 is sectional drawing after the reinforcing of the present invention-embodiment completes;
In figure: 1 is vulcanized rubber, 2 is steel fabric sheet, and 3 is high-strength cementing agent, and 4 is structural silicone adhesive, and 5 are
Fine sand, 6 is original asphalt roads.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in detail.Following examples will contribute to those skilled in the art and understand the present invention further, but not limit the present invention in any form.It should be pointed out that to those skilled in the art, without departing from the inventive concept of the premise, some distortion and improvement can also be made.These all belong to protection scope of the present invention.
As Fig. 1, 2, shown in 3, the present embodiment provides one town road emergency repair method efficiently, the vulcanized rubber block that inside is implanted with reinforcing rib by described method is cut into required module, be placed in region, road surface to be repaired, then injecting bottom vulcanized rubber block and between roadbed can the high-strength cementing agent of simultaneously sticking rubber and roadbed, vulcanized rubber block and around filling fine sand in space between good road surface, and tamping is until at least 2cm position below, block rubber surface, then quick-setting structural silicone adhesive is adopted to fill and lead up, make it road area intact with periphery to flush.
Described method is applied to certain town road, and this road is due to the traveling that transfinites for a long time, and certain section occurs that an about 0.5 ㎡ damaged area affects road normal pass, current in order to not affect, and at 10 in road repair work evening carries out later.Described in the present embodiment, the specific implementation process of method is as follows:
The damaged scope of the first step, naked eyes identification road, is made key point with steel nail, is then ejected the separator bar on shabby road surface by black head line; Also other modes can be adopted in other embodiments to carry out identifying and locating;
Second step, cutting machine is utilized damaged area and not damaged block to be cut open along separator bar;
3rd step, utilize pick machine by the pavement breaking in damaged area to certain depth (this degree of depth is determined according to the damaged actual conditions of road), fritter hand breaking, guarantees that bottom is smooth, and by clean for the ballast cleaning of fragmentation;
4th step, by broken for damaged area smooth and after cleaning out, cut a kind of vulcanized rubber block according to the profile in broken region, during cutting, guarantee the size of vulcanized rubber block 30mm less of damaged area;
5th step, the vulcanized rubber block of well cutting placed and cleans out in damaged area, mobile to make it with periphery intact edges of regions apart from basically identical;
6th step, injecting toward the bottom of the vulcanized rubber block filled up in damaged area can the high-strength cementing agent of simultaneously sticking rubber and roadbed; High-strength cementing agent can adopt existing cementing agent;
7th step, after high-strength cementing agent has been noted one hour, perfusion plastotype microlith bituminous concrete is watered between space toward between the vulcanized rubber block filled up in damaged area and the intact region of periphery, and to vibrate pressing with thin rod iron, flush with the intact road area of periphery after making it to flatten.
In the present embodiment, described vulcanized rubber block adopts vulcanized rubber 1, and in manufacturing process, steel fabric sheet 2 is all set up to increase the compressive strength of strong vulcanized rubber 1 in the inner close position, upper and lower bottom surface of vulcanized rubber block 1.Certainly, the reinforcing rib of other materials also can be adopted in other embodiments, so that the compressive strength of strong vulcanized rubber 1 can be increased for selecting prerequisite.
In the present embodiment, described vulcanized rubber block can cut into be waited to rush to repair the various shapes needed for road surface, facilitates the repairing of the damaged road of various situation.
The vulcanized rubber block that inside is implanted with steel wire by the present embodiment is cut into required module, be placed in region, road surface to be repaired, inject bottom vulcanized rubber block and between roadbed high-strength cementing agent and and around filling fine sand between good space, road surface, and tamping is until 2cm position below block rubber surface, then adopt quick-setting structural silicone adhesive to fill and lead up, make it road area intact with periphery and flush.As shown in Figure 4, rear sectional drawing has been reinforced.
About three hours time of above-described embodiment mending course, builder's road in second day early morning also Lu Yumin, realizes the coast is clear, routine mends time a couple of days easily relatively, even the longer time, and its operating efficiency promotes not little, and adverse effect not being caused to normal road, social benefit is obvious.The present invention is applicable to urban road damage rapid rush-repair construction interior among a small circle.
Above specific embodiments of the invention are described.It is to be appreciated that the present invention is not limited to above-mentioned particular implementation, those skilled in the art can make various distortion or amendment within the scope of the claims, and this does not affect flesh and blood of the present invention.
Claims (6)
1. a town road emergency repair method efficiently, it is characterized in that, the vulcanized rubber block that inside is implanted with reinforcing rib by described method is cut into required module, be placed in region, road surface to be repaired, then inject bottom vulcanized rubber block and between roadbed high-strength cementing agent, vulcanized rubber block and around fill between good space, road surface and flow plastotype microlith bituminous concrete, guarantee and road level.
2. one according to claim 1 town road emergency repair method efficiently, is characterized in that, said method comprising the steps of:
The first step, the damaged scope of identification road, calibrate key point, then draw the separator bar on shabby road surface;
Second step, along separator bar, damaged area and not damaged block to be cut open;
3rd step, by the pavement breaking in damaged area to set depth, guarantee that bottom is smooth, and by clean for the ballast cleaning of fragmentation;
4th step, by broken for damaged area smooth and after cleaning out, according to the profile cutting vulcanized rubber block in broken region;
5th step, the vulcanized rubber block of well cutting placed and cleans out in damaged area, mobile make vulcanized rubber block and the intact edges of regions of periphery apart from basically identical;
6th step, injecting toward the bottom of the vulcanized rubber block filled up in damaged area can the high-strength cementing agent of simultaneously sticking rubber and roadbed;
7th step, after high-strength cementing agent has been noted certain hour, toward fill gaps fine sand between the vulcanized rubber block filled up in damaged area and the intact region of periphery, and tamping is until at least 2cm position below, block rubber surface, then adopt quick-setting structural silicone adhesive to fill and lead up, make it road area intact with periphery and flush.
3. one according to claim 2 town road emergency repair method efficiently, is characterized in that, in the 4th step, guarantees the size of described vulcanized rubber block 30mm less of damaged area during cutting.
4. one according to claim 2 town road emergency repair method efficiently, it is characterized in that, described vulcanized rubber block adopts vulcanized rubber, and in manufacturing process, reinforcing rib is all set up to increase the compressive strength of strong vulcanized rubber in the inner close position, upper and lower bottom surface of vulcanized rubber block.
5. one according to claim 4 town road emergency repair method efficiently, is characterized in that, described reinforcing rib is steel fabric sheet.
6. the one according to any one of claim 1-5 is town road emergency repair method efficiently, it is characterized in that, described vulcanized rubber block can be cut into be waited to rush to repair the various shapes needed for road surface.
Priority Applications (1)
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CN201410766603.2A CN104612016B (en) | 2014-12-11 | 2014-12-11 | One is town road emergency repair method efficiently |
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CN201410766603.2A CN104612016B (en) | 2014-12-11 | 2014-12-11 | One is town road emergency repair method efficiently |
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CN104612016A true CN104612016A (en) | 2015-05-13 |
CN104612016B CN104612016B (en) | 2016-06-08 |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107988886A (en) * | 2017-12-27 | 2018-05-04 | 翁毅 | A kind of road surface levelling machine |
CN108060633A (en) * | 2017-12-27 | 2018-05-22 | 翁毅 | A kind of road laying recycling all-in-one machine |
CN109505220A (en) * | 2018-12-25 | 2019-03-22 | 中力禾生态建设股份有限公司 | A kind of town road repairs system and construction method in time |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB197016A (en) * | 1922-02-03 | 1923-05-03 | Plantation Rubber Mfg Co Ltd | Improvements in or relating to roadways, pavements, stairways or the like and to materials for the construction thereof |
GB268438A (en) * | 1926-01-01 | 1927-04-01 | Norman Leslie Derham | Improvements in the surfaces of roads, structures and the like |
CN2539765Y (en) * | 2001-12-25 | 2003-03-12 | 冯培成 | Rubber paving and road pad made of waste tyre cutting material |
US20060058404A1 (en) * | 2002-06-14 | 2006-03-16 | Meyers John J Iii | Recyclable composite materials, articles of manufacture, and structures and methods of using composite materials |
CN101033602A (en) * | 2006-03-07 | 2007-09-12 | 陈世宗 | Rubber walking plate |
CN102131985A (en) * | 2008-08-22 | 2011-07-20 | 明和工业株式会社 | Member for temporarily recovering road surface and method for temporarily recovering road surface |
CN103362060A (en) * | 2013-07-23 | 2013-10-23 | 安徽开源路桥有限责任公司 | ''Round filling of square holes'' industrialized construction method for asphalt concrete pavements |
CN203514143U (en) * | 2013-09-29 | 2014-04-02 | 华南理工大学 | Precast cement road panel for rapid maintenance of pavement |
CN103758008A (en) * | 2013-12-24 | 2014-04-30 | 英达公路再生科技(集团)有限公司 | Method for repairing bituminous pavement cracks with molding asphalt rubber |
-
2014
- 2014-12-11 CN CN201410766603.2A patent/CN104612016B/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB197016A (en) * | 1922-02-03 | 1923-05-03 | Plantation Rubber Mfg Co Ltd | Improvements in or relating to roadways, pavements, stairways or the like and to materials for the construction thereof |
GB268438A (en) * | 1926-01-01 | 1927-04-01 | Norman Leslie Derham | Improvements in the surfaces of roads, structures and the like |
CN2539765Y (en) * | 2001-12-25 | 2003-03-12 | 冯培成 | Rubber paving and road pad made of waste tyre cutting material |
US20060058404A1 (en) * | 2002-06-14 | 2006-03-16 | Meyers John J Iii | Recyclable composite materials, articles of manufacture, and structures and methods of using composite materials |
CN101033602A (en) * | 2006-03-07 | 2007-09-12 | 陈世宗 | Rubber walking plate |
CN102131985A (en) * | 2008-08-22 | 2011-07-20 | 明和工业株式会社 | Member for temporarily recovering road surface and method for temporarily recovering road surface |
CN103362060A (en) * | 2013-07-23 | 2013-10-23 | 安徽开源路桥有限责任公司 | ''Round filling of square holes'' industrialized construction method for asphalt concrete pavements |
CN203514143U (en) * | 2013-09-29 | 2014-04-02 | 华南理工大学 | Precast cement road panel for rapid maintenance of pavement |
CN103758008A (en) * | 2013-12-24 | 2014-04-30 | 英达公路再生科技(集团)有限公司 | Method for repairing bituminous pavement cracks with molding asphalt rubber |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107988886A (en) * | 2017-12-27 | 2018-05-04 | 翁毅 | A kind of road surface levelling machine |
CN108060633A (en) * | 2017-12-27 | 2018-05-22 | 翁毅 | A kind of road laying recycling all-in-one machine |
CN109505220A (en) * | 2018-12-25 | 2019-03-22 | 中力禾生态建设股份有限公司 | A kind of town road repairs system and construction method in time |
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CN104612016B (en) | 2016-06-08 |
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