CN106677046A - Damaged road repairing method - Google Patents
Damaged road repairing method Download PDFInfo
- Publication number
- CN106677046A CN106677046A CN201710006214.3A CN201710006214A CN106677046A CN 106677046 A CN106677046 A CN 106677046A CN 201710006214 A CN201710006214 A CN 201710006214A CN 106677046 A CN106677046 A CN 106677046A
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- CN
- China
- Prior art keywords
- fixed
- less
- fixed column
- road
- breakage
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 28
- 239000000853 adhesive Substances 0.000 claims abstract description 14
- 230000001070 adhesive effect Effects 0.000 claims abstract description 14
- 239000004567 concrete Substances 0.000 claims abstract description 14
- 239000010426 asphalt Substances 0.000 claims abstract description 8
- 239000000203 mixture Substances 0.000 claims abstract description 8
- 238000001035 drying Methods 0.000 claims abstract description 6
- 230000001154 acute effect Effects 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 2
- 230000003287 optical effect Effects 0.000 abstract 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 239000003292 glue Substances 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000013459 approach Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000021615 conjugation Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000011210 fiber-reinforced concrete Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000000016 photochemical curing Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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
- E01C23/10—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 for raising or levelling sunken paving; for filling voids under paving; for introducing material into substructure
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention provides a damaged road repairing method. The damaged road repairing method is characterized by comprising the following steps that 1, the damaged portion is washed thoroughly through a high-pressure water gun and then subjected to drying treatment, specifically, the drying treatment can be implemented with hot air or in a natural drying mode; 2, the damaged portion treated in the step 1 is coated with an optical curing adhesive and cured selectively, and the optical curing adhesive is made to form meshes of the specific size; 3, a plurality of fixing columns are arranged in the damaged portion covered with the optical curing adhesive, and the end, close to the road surface, of each fixing column is lower than the plane of the road surface; and 4, a concrete or asphalt mixture is poured into the damaged portion with the fixing columns and cured. According to the damaged road repairing method, the fixing columns are arranged in the damaged portion and provided with a fixing net, one end of each fixing column is directly inserted into a foundation, then the concrete or asphalt mixture is poured, and therefore the portion is repaired more firmly and is free of secondary damage.
Description
Technical field
The present invention relates to a kind of road technology field, more particularly to a kind of road damage revamping method.
Background technology
Road is from the infrastructure that the meaning of a word is exactly for various trackless vehicles and walk；It is divided into by its handling characteristics
Highways and streets, backroad, factories and mines road, forestry road, examination road, contest road, automobile test road, workshop
Passage and school's road etc., ancient china also has post road.Also refer to the approach for reaching certain target, things development, change in addition
Approach.
Whether impact of the road to vehicle safety shows the development of road and the construction of road network with the people's
The economic development of living standard, living habit and society is adapted.If car multichannel is few, Road Service Life can be reduced, easily
Go wrong, thus traffic safety problem can be projected.Next to that whether road management facility is scientific and reasonable with traffic control device.
If scientific and reasonable, vehicle also can be methodically dredged when traffic congestion, solve traffic jam issue, reduce traffic
The generation of security incident.It is again impact of the road design to traffic safety.Often have some roads, because its design it is unreasonable,
Cause driver easily to produce the judgement of mistake, cause vehicle accident, this should cause road design personnel and management personnel
Pay attention to.Driver fatigue, bend and the irrational collocation of the gradient is easily set all to cause traffic thing as expressway straight line is long
Therefore.
Road occurs the situation of breakage in practical process, at present for the processing mode of breakage is mainly in breakage
Place's concrete perfusion or asphalt mixture, but mend is of long duration, again can be again damaged, mainly after the coagulation that irrigates
Soil or asphalt mixture are bad with original road surface conjugation, are easy to depart from by rolling for vehicle, so urgently providing
A kind of new technical scheme is solving technical problem of the prior art.
The content of the invention
Based on this, in order to solve the technical problem of the above, the present invention provides a kind of road damage revamping method.
Technical solution of the present invention is as follows：
A kind of road damage revamping method, it is characterised in that comprise the following steps：
S1, using giant by breakage washes clean, and be dried process；The dried can pass through hot blast
Or natural drying method is realizing；
S2, the breakage after by S1 process spray optic-solidified adhesive, selectivity solidification, and the optic-solidified adhesive for making is formed and specifies big
Little mesh；
S3, located at optic-solidified adhesive breakage in be provided with some fixed columns；And the fixed column is less than near the one end on road surface
The plane on road surface；
S4, concrete or asphalt mixture are poured into a mould in the breakage for be provided with fixed column, and solidified.
Wherein in an embodiment, the fixed column is provided with branched structure, and the branched structure and the fixed column
One end towards ground is at an acute angle.
Wherein in an embodiment, the branched structure is at an acute angle towards one end of ground with the fixed column, described sharp
Angle is less than or equal to 80 °, and not less than 25 °.
Wherein in an embodiment, the fixed column is reinforcing bar.
Wherein in an embodiment, the acute angle is less than or equal to 60 °, and not less than 30 °.
Wherein in an embodiment, fixed net is additionally provided with, the fixed Netcom crosses fixed column and is fixed in the breakage.
Wherein in an embodiment, the fixed column fixes on fixed net through the mesh of fixed net；The fixed net is
Wire netting.
Wherein in an embodiment, between the fixed net at least two, and adjacent fixed net gap is provided with.
Wherein in an embodiment, gap is provided with not less than 50mm between the adjacent fixed net；Or be not less than
45mm；Or not less than 40mm；Or not less than 30mm.
Wherein in an embodiment, the fixed column is at least two.
Beneficial effects of the present invention：
A kind of road damage revamping method of the present invention, in breakage fixed column is provided with, and the fixed column is provided with fixed net, institute
State fixed column one end to be directly plugged in ground, then again with concrete or asphalt mixture cast, the mend for so making
More firmly, will not be damaged again.
Description of the drawings
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described.
Fig. 1 is a kind of structural representation of road breakage；
Fig. 2 is a kind of road damage revamping structural section schematic diagram；
Fig. 3 is a kind of another schematic cross-section of road damage revamping structure；
Fig. 4 is a kind of road damage revamping structure middle frame structure schematic diagram；
Fig. 5 is a kind of another structural representation of road damage revamping structure middle frame.
Fig. 6 is a kind of road damage revamping method schematic diagram.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than the embodiment of whole.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
It should be noted that when element is referred to as " being arranged at " another element, it can directly on another element
Or can also there is element placed in the middle.When an element is considered as " connection " another element, it can be directly connected to
To another element or may be simultaneously present centering elements.Term as used herein " vertical ", " level ", " left side ",
For illustrative purposes only, it is unique embodiment to be not offered as " right side " and similar statement.
Unless otherwise defined, all of technology used herein and scientific terminology and the technical field for belonging to the present invention
The implication that technical staff is generally understood that is identical.The term for being used in the description of the invention is intended merely to describe specific reality
Apply the purpose of mode, it is not intended that of the invention in limiting.Term as used herein "and/or" includes one or more correlations
The arbitrary and all of combination of Listed Items.
Fig. 1 and Fig. 2, a kind of road damage revamping structure, including ground 10 and road surface 20 are referred to, its feature exists
In, there is breakage 30 on the road surface 20, the breakage 30 is provided with some fixed columns 40, the insertion of the one end of the fixed column 40
In ground 10, the other end is located in the breakage 30, and the other end of the fixed column 40 is less than the horizontal plane on the road surface 20；
The breakage 30 is also filled out and is provided with concrete 31, and the concrete 31 fills and leads up the breakage 30, and the grafting of the fixed column 40
In the concrete 31；Wherein, the fixed column 40 is inverted " u " font, and " U " the type opening is plugged in the ground 10
In；The preferred reinforcing bar of the fixed column 40, it is also possible to select alloy, rigid plastics or other hard materials；The fixed column
40 at least want two, and when the fixed column 40 is not inverted " u " font, the fixed column 40 is bending towards the one end on road surface 20
Shape, towards ground 10, the fixed column one end for so making is generally the tire of pointed damage vehicle for the one end for the fixed column 40 for making, or
Person be basset jeopardize people safety etc..
Fig. 4 is referred to, wherein in an embodiment, the fixed column 40 is provided with branched structure 41, and the branch ties
Structure 41 is at an acute angle towards one end of ground 10 with the fixed column 40.
Wherein in an embodiment, the branched structure 41 is at an acute angle towards one end of ground 10 with the fixed column 40,
The acute angle is less than or equal to 80 °, and not less than 25 °.Wherein in an embodiment, the preferably acute angle is less than or equal to 60 °, and not
Less than 30 °.
Fig. 3 ~ Fig. 5 is referred to, wherein in an embodiment, fixed net 50 is additionally provided with, the fixed net 50 passes through fixed column
40 are fixed in the breakage 30, fixed net 50 is equipped with fixed column 40 and so pours into a mould overmulling equivalent in breakage 30
Solidifying soil defines steel fibre reinforced concrete block, and the steadiness for so making is more preferably, more durable.
Fig. 4 is referred to, wherein in an embodiment, the fixed column 40 will fix net 50 through the mesh of fixed net 50
It is fixed；The fixed net 50 is wire netting, and the mesh of fixed net 50 becomes not less than 50mm.
Wherein in an embodiment, between the fixed net 50 at least two, and adjacent fixed net gap is provided with.
In a wherein embodiment, gap is provided with not less than 50mm between preferably described adjacent fixed net；Or not less than 45mm；Or
Not less than 40mm；Or not less than 30mm.
Fig. 6 is referred to, a kind of road damage revamping method is comprised the following steps：
S1, using giant by the washes clean of breakage 30, and be dried process；The dried can be by heat
Wind or natural drying method are realizing；
S2, the breakage 30 after by S1 process spray optic-solidified adhesive, and selectivity solidification, the optic-solidified adhesive for making forms regulation
The mesh of size, for example, the length of side is 100mm；So because optic-solidified adhesive is more preferable than concrete with the contact of breakage 30；
S3, located at optic-solidified adhesive breakage 30 in be provided with some fixed columns 40；And the fixed column 40 is near road surface 20
Plane of the one end less than road surface 20；The fixed column 40 at least wants two, when the fixed column 40 is not inverted " u " font, institute
One end that fixed column 40 is stated towards road surface 20 is bending, and the one end for the fixed column 40 for making is towards ground 10, the fixation for so making
Post one end is generally the tire of pointed damage vehicle, or safety for jeopardizing people etc. of basseting.
S4, being provided with cast concrete or asphalt mixture in the breakage 30 of fixed column 40, and solidify.
Wherein, step S2 can be exchanged with step S3, and concrete glue, photocuring are provided with optic-solidified adhesive
Glue can be UV glue, and concrete glue can be cloud stone glue.
It is understandable to enable the above objects, features and advantages of the present invention to become apparent from, above in conjunction with accompanying drawing to the present invention
Specific embodiment be described in detail.Elaborate many details in order to fully understand this in superincumbent description
It is bright.But the present invention can be implemented with being much different from alternate manner described above, and those skilled in the art can be not
Similar improvement is done in the case of running counter to intension of the present invention, therefore the present invention is not limited by particular embodiments disclosed above.And
And, each technical characteristic of embodiment described above can be combined arbitrarily, to make description succinct, not in above-described embodiment
The all possible combination of each technical characteristic be all described, if however, there is no contradiction in the combination of these technical characteristics,
All it is considered to be the scope of this specification record.
Embodiment described above only expresses the several embodiments of the present invention, and its description is more concrete and detailed, but and
Therefore the restriction to the scope of the claims of the present invention can not be interpreted as.It should be pointed out that for one of ordinary skill in the art
For, without departing from the inventive concept of the premise, some deformations and improvement can also be made, these belong to the guarantor of the present invention
Shield scope.Therefore, the protection domain of patent of the present invention should be defined by claims.
Claims (10)
1. a kind of road damage revamping method, it is characterised in that comprise the following steps：
S1, using giant by breakage washes clean, and be dried process；The dried can pass through hot blast
Or natural drying method is realizing；
S2, the breakage after by S1 process spray optic-solidified adhesive, selectivity solidification, and the optic-solidified adhesive for making is formed and specifies big
Little mesh；
S3, located at optic-solidified adhesive breakage in be provided with some fixed columns；And the fixed column is less than near the one end on road surface
The plane on road surface；
S4, concrete or asphalt mixture are poured into a mould in the breakage for be provided with fixed column, and solidified.
2. a kind of road damage revamping method according to claim 1, it is characterised in that the fixed column is provided with branch
Structure, and the branched structure is at an acute angle towards one end of ground with the fixed column.
3. a kind of road damage revamping method according to claim 2, it is characterised in that the branched structure is solid with described
Fixed column is at an acute angle towards one end of ground, and the acute angle is less than or equal to 80 °, and not less than 25 °.
4. a kind of road damage revamping method according to claim 1, it is characterised in that the fixed column is reinforcing bar.
5. a kind of road damage revamping method according to claim 3, it is characterised in that the acute angle is less than or equal to 60 °,
And not less than 30 °.
6. a kind of road damage revamping method according to claim 1, it is characterised in that be additionally provided with fixed net, it is described solid
Determine Netcom and cross fixed column to be fixed in the breakage.
7. a kind of road damage revamping method according to claim 6, it is characterised in that the fixed column is through fixed net
Mesh, fixed net is fixed；The fixed net is wire netting.
8. a kind of road damage revamping method according to claim 6, it is characterised in that the fixed net is at least two
Gap is provided between individual and adjacent fixed net.
9. a kind of road damage revamping method according to claim 8, it is characterised in that between the adjacent fixed net
Gap is provided with not less than 50mm；Or not less than 45mm；Or not less than 40mm；Or not less than 30mm.
10. a kind of road damage revamping method according to claim 1, it is characterised in that the fixed column is at least two
Root.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710006214.3A CN106677046A (en) | 2017-01-05 | 2017-01-05 | Damaged road repairing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710006214.3A CN106677046A (en) | 2017-01-05 | 2017-01-05 | Damaged road repairing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106677046A true CN106677046A (en) | 2017-05-17 |
Family
ID=58849874
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710006214.3A Pending CN106677046A (en) | 2017-01-05 | 2017-01-05 | Damaged road repairing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106677046A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994284A (en) * | 2009-08-27 | 2011-03-30 | 王可权 | Method for repairing broken asphalt pavement |
| CN102219437A (en) * | 2011-05-11 | 2011-10-19 | 邓敬森 | Cement concrete material for rapid repairing of road and preparation method thereof |
| CN102953308A (en) * | 2012-05-17 | 2013-03-06 | 湖南大学 | Construction method of bamboo wood reinforcement bidirectional enhanced part-cut and part-fill weak roadbed |
| US20140017004A1 (en) * | 2011-05-19 | 2014-01-16 | Geary Trust, The | Pothole and utility cut repair overlay and method of installation |
| CN105071308A (en) * | 2015-09-10 | 2015-11-18 | 江苏省电力公司金湖县供电公司 | Repair method of damaged cable |
-
2017
- 2017-01-05 CN CN201710006214.3A patent/CN106677046A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994284A (en) * | 2009-08-27 | 2011-03-30 | 王可权 | Method for repairing broken asphalt pavement |
| CN102219437A (en) * | 2011-05-11 | 2011-10-19 | 邓敬森 | Cement concrete material for rapid repairing of road and preparation method thereof |
| US20140017004A1 (en) * | 2011-05-19 | 2014-01-16 | Geary Trust, The | Pothole and utility cut repair overlay and method of installation |
| CN102953308A (en) * | 2012-05-17 | 2013-03-06 | 湖南大学 | Construction method of bamboo wood reinforcement bidirectional enhanced part-cut and part-fill weak roadbed |
| CN105071308A (en) * | 2015-09-10 | 2015-11-18 | 江苏省电力公司金湖县供电公司 | Repair method of damaged cable |
Non-Patent Citations (1)
| Title |
|---|
| 钱军: "水泥混凝土路面的维护与修补", 《中国新技术新产品》 * |
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| 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: 20170517 |
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| RJ01 | Rejection of invention patent application after publication |