CN104612016B - One is town road emergency repair method efficiently - Google Patents
One is town road emergency repair method efficiently Download PDFInfo
- Publication number
- CN104612016B CN104612016B CN201410766603.2A CN201410766603A CN104612016B CN 104612016 B CN104612016 B CN 104612016B CN 201410766603 A CN201410766603 A CN 201410766603A CN 104612016 B CN104612016 B CN 104612016B
- Authority
- CN
- China
- Prior art keywords
- block
- vulcanite
- road
- damaged area
- damaged
- 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.)
- Active
Links
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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Repair (AREA)
- Road Paving Structures (AREA)
Abstract
The invention provides one town road emergency repair method efficiently, first damaged road area is first fenced up by the method, damaged area is cut open with not damaged block, then damaged area is all crushed to certain depth, and make sections bottom maintenance level to be repaired, then clear up the fragment in damaged area; According to damaged area shape, by the internal vulcanite block being additionally arranged reinforcement near position, upper and lower bottom surface, cut into required module, then repairing block is placed to region to be rushed to repair, between the region that repairing block and periphery are good, fine sand is filled in space, and consolidate until at least 2cm position below block rubber surface, then adopt quick-setting structural silicone adhesive to fill and lead up, so as to flush with the intact road area of periphery. The method of the invention work efficiency is high, and social benefit is obvious, it is adaptable to the damage rapid rush-repair construction in the little scope of urban road.
Description
Technical field
The present invention relates to the construction method of municipal works technical field, in particular it relates to one town road emergency repair method efficiently.
Background technology
Along with urban life level makes constant progress, more and more automobiles emerge in large numbers urban road continuously, cause heavy burden, a lot of downtown roads do not repair how long occur as soon as such-and-such defect to crowded to capacity urban road, pitting duck eye is continuous, affects road traffic. A lot of road repairs are continuous, and patch is one by one, although road repair is good, but owing to patch road surface highlights former road surface a bit mostly, it is easy to cause road bumps, affect road normal pass. What is more, adopts the little patch of road that conventional method is repaired, generally relatively time-consuming, it is easy to affects the current of road traffic, particularly section in rush hour morning and evening.
The method for repairing and mending of current conventional road pit-hole is generally adopted and directly fills bituminous concrete in pit-hole, and adopt ramming machine compacting, and this method for repairing and mending is relatively simple and easy, and repair efficiency is always not good, it is impossible to meet the repairing of extensive road craterlet.
Summary of the invention
For defect of the prior art, it is an object of the invention to provide one town road emergency repair method efficiently, the method work efficiency is high, and social benefit is obvious.
For realizing object above, the present invention provides one town road emergency repair method efficiently, inside is implanted with the vulcanite block of reinforcement and is cut into required module by described method, it is placed in region, road surface to be repaired, then inject bottom vulcanite block and between roadbed high-strength binding agent, vulcanite block and around fill fine sand between good space, road surface, then quick-setting structural silicone adhesive is adopted to fill and lead up, it is ensured that with road level.
Described method comprises the steps:
The first step, naked eyes identification road breakage scope, calibrate key point, then draw the separator bar on shabby road surface;
Second step, cutting machine is utilized to be cut open with damaged block damaged area along separator bar;
3rd step, utilize pick machine by the pavement breaking in damaged area to certain depth, fritter hand breaking, it is ensured that bottom is smooth, and by clean for broken ballast cleaning;
4th step, damaged area is crushed smooth and after cleaning out, cut vulcanite block according to the profile in broken region;
5th step, the vulcanite block of well cutting is placed and cleans out in damaged area, mobile make vulcanite block and the intact edges of regions of periphery apart from basically identical;
6th step, bottom toward the vulcanite block filled up in damaged area are injected can the high-strength binding agent of simultaneously sticking rubber and roadbed;
7th step, after high-strength binding agent has been noted certain time, fine sand is filled toward space between the vulcanite block filled up in damaged area and the intact region of periphery, and consolidate until at least 2cm position below block rubber surface, then quick-setting structural silicone adhesive is adopted to fill and lead up, so as to flush with the intact road area of periphery.
Preferably, in the 4th step, during cutting, guarantee the size 30mm less of damaged area of described vulcanite block.
Preferably, in the 4th step, described vulcanite block adopts vulcanite, and in production process, steel fabric sheet is all set up to strengthen the comprcssive strength of vulcanite in the internal close position, upper and lower bottom surface of vulcanite block.
It is highly preferred that described vulcanite block can be cut into treat repairing road surface needed for variously-shaped.
Compared with prior art, the present invention has following beneficial effect:
The present invention adopts vulcanite block to carry out town road repairing, easy construction, and relatively conventional benefit time a couple of days easily, even longer time, its work efficiency promotes not little, and normal road is not adversely affected, and social benefit is obvious. The present invention is applicable to the damage rapid rush-repair construction in the little scope of urban road.
Accompanying drawing explanation
By reading detailed description non-limiting example made with reference to the following drawings, the other features, objects and advantages of the present invention will become more apparent upon:
Fig. 1 is the vulcanite block plane graph of one embodiment of the invention;
Fig. 2 is the profile of the vulcanite block of one embodiment of the invention;
Fig. 3 is the 3 dimensional drawing of the vulcanite block of one embodiment of the invention;
Fig. 4 is profile after the reinforcing of the embodiment of the present invention completes;
In figure: 1 is vulcanite, 2 is steel fabric sheet, and 3 is high-strength binding agent, and 4 is structural silicone adhesive, and 5 is fine sand, and 6 is original asphalt roads.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in detail. Following example will assist in those skilled in the art and are further appreciated by the present invention, but do 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, it is also possible to make some deformation and improvement. These broadly fall into protection scope of the present invention.
Such as Fig. 1, 2, shown in 3, the present embodiment provides one town road emergency repair method efficiently, inside is implanted with the vulcanite block of reinforcement and is cut into required module by described method, it is placed in region, road surface to be repaired, then the high-strength binding agent of energy sticking rubber and roadbed simultaneously is injected bottom vulcanite block and between roadbed, vulcanite block and around filling fine sand in space between good road surface, and consolidate until at least 2cm position below block rubber surface, then quick-setting structural silicone adhesive is adopted to fill and lead up, so as to flush with the intact road area of periphery.
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 about 0.5 damaged area affects road normal pass, current in order to not affect, and road repair work carries out at 10 in evening later. The specific implementation process of method described in the present embodiment is as follows:
The first step, naked eyes identification road breakage scope, make key point with steel nail, then passes through ink head line and ejects the separator bar on shabby road surface; Other modes can also be adopted in other embodiments to be identified and position;
Second step, cutting machine is utilized to be cut open with damaged block damaged area 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 road breakage practical situation), fritter hand breaking, it is ensured that bottom is smooth, and by clean for broken ballast cleaning;
4th step, damaged area is crushed smooth and after cleaning out, cut a kind of vulcanite block according to the profile in broken region, during cutting, guarantee the size 30mm less of damaged area of vulcanite block;
5th step, the vulcanite block of well cutting is placed and cleans out in damaged area, mobile so as to the intact edges of regions of periphery apart from basically identical;
6th step, bottom toward the vulcanite block filled up in damaged area are injected can the high-strength binding agent of simultaneously sticking rubber and roadbed; High-strength binding agent can adopt existing binding agent;
7th step, treat that later hour noted by high-strength binding agent, toward filling fine sand between the vulcanite block filled up in damaged area and the intact region of periphery between space, and with thin rod iron jolt ramming, then quick-setting structural silicone adhesive is adopted to fill and lead up, so as to flush with the intact road area of periphery after flattening.
In the present embodiment, described vulcanite block adopts vulcanite 1, and in production process, steel fabric sheet 2 is all set up to increase the comprcssive strength of strong vulcanite 1 in the internal close position, upper and lower bottom surface of vulcanite block. Certainly, the reinforcement of other materials can also be adopted in other embodiments, with the comprcssive strength that can strengthen vulcanite 1 for selecting premise.
In the present embodiment, described vulcanite block can cut into treat repairing road surface needed for variously-shaped, facilitate the repairing of various situation breakage road.
Inside is implanted with the vulcanite block of steel wire and is cut into required module by the present embodiment, it is placed in region, road surface to be repaired, inject bottom vulcanite block and between roadbed high-strength binding agent and and around fill fine sand between good space, road surface, and consolidate until 2cm position below block rubber surface, then quick-setting structural silicone adhesive is adopted to fill and lead up, so as to flush with the intact road area of periphery. As shown in Figure 4, rear profile has been reinforced.
About three hours time of above-described embodiment mending course, second day early morning construction road also Lu Yumin, it is achieved the coast is clear, relatively conventional benefit time a couple of days easily, even longer time, its work efficiency promotes not little, and normal road is not adversely affected, social benefit is obvious. The present invention is applicable to the damage rapid rush-repair construction in the little scope of urban road.
Above specific embodiments of the invention are described. It is to be appreciated that the invention is not limited in above-mentioned particular implementation, those skilled in the art can make various deformation or amendment within the scope of the claims, and this has no effect on the flesh and blood of the present invention.
Claims (5)
1. a town road emergency repair method efficiently, it is characterized in that, inside is implanted with the vulcanite block of reinforcement and is cut into required module by described method, it is placed in region, road surface to be repaired, then inject bottom vulcanite block and between roadbed high-strength binding agent, vulcanite block and around fill fine sand between good space, road surface, then quick-setting structural silicone adhesive is adopted to fill and lead up, it is ensured that with road level;
Said method comprising the steps of:
The first step, identification road breakage scope, calibrate key point, then draw the separator bar on shabby road surface;
Second step, along separator bar, damaged area is cut open with damaged block;
3rd step, by the pavement breaking in damaged area to set depth, it is ensured that bottom is smooth, and by clean for broken ballast cleaning;
4th step, damaged area is crushed smooth and after cleaning out, cut vulcanite block according to the profile in broken region;
5th step, the vulcanite block of well cutting is placed and cleans out in damaged area, mobile make vulcanite block and the intact edges of regions of periphery apart from basically identical;
6th step, bottom toward the vulcanite block filled up in damaged area are injected can the high-strength binding agent of simultaneously sticking rubber and roadbed;
7th step, after high-strength binding agent has been noted certain time, fine sand is filled toward space between the vulcanite block filled up in damaged area and the intact region of periphery, and consolidate until at least 2cm position below block rubber surface, then quick-setting structural silicone adhesive is adopted to fill and lead up, so as to flush with the intact road area of periphery.
2. one according to claim 1 town road emergency repair method efficiently, it is characterised in that in the 4th step, guarantees the size 30mm less of damaged area of described vulcanite block during cutting.
3. one according to claim 1 town road emergency repair method efficiently, it is characterized in that, described vulcanite block adopts vulcanite, and in production process, reinforcement is all set up to strengthen the comprcssive strength of vulcanite in the internal close position, upper and lower bottom surface of vulcanite block.
4. one according to claim 3 town road emergency repair method efficiently, it is characterised in that described reinforcement is steel fabric sheet.
5. the one town road emergency repair method efficiently according to any one of claim 1-4, it is characterised in that described vulcanite block can be cut into treat repairing road surface needed for variously-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410766603.2A CN104612016B (en) | 2014-12-11 | 2014-12-11 | One is town road emergency repair method efficiently |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410766603.2A CN104612016B (en) | 2014-12-11 | 2014-12-11 | One is town road emergency repair method efficiently |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104612016A CN104612016A (en) | 2015-05-13 |
| CN104612016B true CN104612016B (en) | 2016-06-08 |
Family
ID=53146645
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410766603.2A Active CN104612016B (en) | 2014-12-11 | 2014-12-11 | One is town road emergency repair method efficiently |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104612016B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060633A (en) * | 2017-12-27 | 2018-05-22 | 翁毅 | A kind of road laying recycling all-in-one machine |
| CN107988886A (en) * | 2017-12-27 | 2018-05-04 | 翁毅 | A kind of road surface levelling 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 (8)
| 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 |
| 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 |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2527509C (en) * | 2002-06-14 | 2009-09-01 | Ace Tire & Parts, Inc. | Recyclable composite material and method of using composite |
-
2014
- 2014-12-11 CN CN201410766603.2A patent/CN104612016B/en active Active
Patent Citations (8)
| 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 |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104612016A (en) | 2015-05-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201850505U (en) | Rigid-flexible transition structure capable of preventing bumping at bridge-head | |
| CN104328730B (en) | The construction method of embedded reinforcement bitumen layer transformation cement concrete pavement | |
| CN103924501B (en) | Reinforcement construction method in the cement pavement local failure reparation of a kind of rural area | |
| CN104612016B (en) | One is town road emergency repair method efficiently | |
| CN204370297U (en) | A kind of structure receiving seamless bridge attachment strap end stress | |
| CN108385455A (en) | A kind of board-like Construction of Ballastless Track maintenance activity method of cast-in-place railway roadbed | |
| CN107558408B (en) | The preparation method of crash bearer | |
| CN108086081A (en) | A kind of road maintenance construction method | |
| CN104711918B (en) | The method with faulting of slab ends is opened at the longitudinal seam of a kind of remedial cement concrete road surface | |
| CN106906740A (en) | The restorative procedure of bridge expanssion joint | |
| CN105736011A (en) | Shield tunnel slab staggering problem handling structure and construction method | |
| CN206800166U (en) | Integral reinforcing transforms the stone arch bridge of main arch | |
| CN205477651U (en) | Wrong platform disease punishment structure of shield tunnel | |
| CN102041760B (en) | System and method for repairing asphalt pavement | |
| CN209443368U (en) | The overhead anti-ponding structure in bridge floor edge | |
| CN204174495U (en) | Embedded reinforcement bitumen layer transformation cement concrete pavement structure | |
| CN206784164U (en) | Bridge expansion joint structure | |
| CN213013834U (en) | Multi-angle oblique crossing reinforcing structure for crack space of old cement pavement | |
| CN210946345U (en) | High polymer grouting semi-rigid base pavement crack reinforcing and repairing system | |
| CN204238090U (en) | One town road repairing efficiently bulk | |
| CN208701522U (en) | A kind of enhancing bridge lateral association structure | |
| CN108221715A (en) | A kind of renovation technique of bridge pavement | |
| CN209482074U (en) | A kind of new and old seam-line removal structure | |
| CN107151988A (en) | Trough girder bridge deck structure and its reinforcement means that a kind of ultra-high performance concrete is reinforced | |
| CN102433818A (en) | Defective road pavement boring bridging filling structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |