CN109853347A - A kind of pot hole method for repairing and mending - Google Patents
A kind of pot hole method for repairing and mending Download PDFInfo
- Publication number
- CN109853347A CN109853347A CN201910070284.4A CN201910070284A CN109853347A CN 109853347 A CN109853347 A CN 109853347A CN 201910070284 A CN201910070284 A CN 201910070284A CN 109853347 A CN109853347 A CN 109853347A
- Authority
- CN
- China
- Prior art keywords
- connector
- supported hole
- repairing
- hole
- support shaft
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 17
- 239000002689 soil Substances 0.000 claims abstract description 27
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 23
- 230000001105 regulatory effect Effects 0.000 claims description 21
- 238000003780 insertion Methods 0.000 claims description 11
- 230000037431 insertion Effects 0.000 claims description 11
- 238000003466 welding Methods 0.000 claims description 4
- 230000005389 magnetism Effects 0.000 claims description 2
- 229920002472 Starch Polymers 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 235000019698 starch Nutrition 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 238000007596 consolidation process Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
The present invention relates to a kind of pot hole method for repairing and mending, include the following steps: S1: supported hole are opened up at pot hole, the supported hole is circumferentially distributed；S2: support shaft is inserted at supported hole；S3: adjustment position allows the one end of support shaft outside supported hole to be located at the middle part of hollow；And all support shafts are located at one end outside supported hole using connector to connect；S4: mortar is poured into supported hole；S5: passing through connector using grouting part and be inserted into weak subgrade soil, then fixes grouting part with connector；S6: mortar is poured into weak subgrade soil by grouting part；S7: after the mortar initial set in subgrade soils and in supported hole, stopping is recycled to fill up hollow.The present invention have can repair pot hole, and make repair after road surface have the effect of higher intensity.
Description
Technical field
The present invention relates to LB mending technique fields, more particularly, to a kind of pot hole method for repairing and mending.
Background technique
Roadbed provides support force for road surface, can not provide required for road surface if the subgrade soils below road surface are more weak
Enough support forces, then road surface above weak subgrade is rolled by vehicle easy to break damaged then to generate hollow.
When being repaired to these road surfaces, if only carrying out simple filler repairing only for these hollows, then when road surface again
It is secondary then and hollow to be generated when being rolled by vehicle.
Summary of the invention
In view of the deficienciess of the prior art, the invention reside in a kind of pot hole method for repairing and mending is provided, it is advantageous that
Pot hole can be repaired, and makes the road surface after repairing that there is higher intensity.
Technical purpose of the invention has the technical scheme that a kind of pot hole method for repairing and mending, packet
Include following steps:
S1: opening up supported hole at pot hole, and the supported hole is circumferentially distributed；
S2: support shaft is inserted at supported hole；
S3: adjustment position allows the one end of support shaft outside supported hole to be located at the middle part of hollow；And using connector by all
Axle position is supportted to connect in one end outside supported hole；
S4: mortar is poured into supported hole；
S5: passing through connector using grouting part and be inserted into weak subgrade soil, then fixes grouting part with connector；
S6: mortar is poured into weak subgrade soil by grouting part；
S7: after the mortar initial set in subgrade soils and in supported hole, stopping is recycled to fill up hollow.
By using above-mentioned technical proposal, mortar is injected into weak subgrade soils using grouting part, after mortar consolidation
The bearing capacity of subgrade soils can be enhanced.After filling up stopping into hollow, support shaft, connector and grouting part are used as and fill up
The inner frame of material enhances the intensity of mend, so that the road surface after repairing has higher intensity.
The present invention is further arranged to: the supported hole in step S1 opens up obliquely.
By using above-mentioned technical proposal, supported hole is oblique to be opened up so that drilling device is easier to operate to, and oblique is opened up
Supported hole can make way for support shaft therein and be more not easy to tilt when being under pressure.
The present invention is further arranged to: the support shaft is strangled reinforcing bar by band and is made.
By using above-mentioned technical proposal, selects band to strangle reinforcing bar as support shaft, support shaft and mortar can be allowed to have more
Big contact area, and then allow support shaft and the more firm connection in road surface.
The present invention is further arranged to: connector is annular shape, and the support shaft includes being located at one outside supported hole with it
The link block of rotation connection is held, the link block has connection cambered surface far from one end of support shaft；In step S3, the connection arc
After face is bonded with the outer surface of connector, link block and connector are fixed together in the way of welding.
By using above-mentioned technical proposal, link block and support shaft are rotatablely connected, and link block is enabled to be more easier to adjust
It is whole to link together to proper angle and connector, and connect and welded again after cambered surface is bonded with connector, enable link block
The more stable connection with connector.
The present invention is further arranged to: grouting part includes sleeve and flange open at one end, and the flange is located at sleeve
Open at one end, offer out paddle hole on the sleeve；After sleeve is passed through connector in step S5, then by flange and connector
It is welded and fixed together.
By using above-mentioned technical proposal, flange is fixed together by welding manner and connector so that grouting part with
Connector can be connected firmly, and after the mortar to sleeve openings one end indentation high pressure, mortar enters soft from the output of paddle hole out
In weak subgrade soils, the meeting after mortar consolidation is so that subgrade soils have stronger bearing capacity.
The present invention is further arranged to: the one end of the sleeve far from flange is in sharp setting.
By using above-mentioned technical proposal, the one end of sleeve far from flange is inserted into weakness in sharp setting convenient for grouting set
Subgrade soils in.
The present invention is further arranged to: adjusting position using regulating part during being welded to connect connector and support shaft
It sets, so that connector be allowed to be ultimately at a horizontal position.
By using above-mentioned technical proposal, connector is adjusted to horizontal position, can be oriented to grouting part, so that
Grouting part vertical can be inserted into subgrade soils, so that road surface load preferably can be passed to road by grouting part
Base soil.
The present invention is further arranged to: regulating part has magnetism, and regulating part includes that a diameter dimension is biggish slotting
Enter cylinder and the lesser abutting cylinder of a diameter dimension, insertion cylinder is coaxially fixed with cylinder end face is abutted, the adjusting
Part further include one with abut the co-axially fixed adjusting rod of cylinder；When using regulating part, insertion cylinder is inserted into connector,
And abutting cylinder is abutted to be attached together with the connector of irony, then welds one of link block and connector
It is connected together, it is whether horizontal by the way that the air level observation connector of upper end of adjusting rod is arranged in, determining connector level simultaneously
And after being fixed together with all support shafts, regulating part is separated with connector, then will grouting part insertion connector in and
It is fixed with connector
By using above-mentioned technical proposal, after regulating part is absorbed and fixed at together with connector, it can easily pass through adjusting rod
Connector is controlled, and whether horizontal by air level observation connector.
In conclusion the invention has the following advantages:
1, mortar is injected into weak subgrade soils using grouting part, the bearing capacity of subgrade soils can be enhanced after mortar consolidation；
2, after filling up stopping into hollow, support shaft, connector and grouting part enhance as the inner frame of stopping
The intensity of mend, so that the road surface after repairing has higher intensity；
3, connector is adjusted to horizontal position, can be oriented to grouting part, be enabled grouting part is vertical to be inserted into
In subgrade soils, so that road surface load preferably can be passed to subgrade soils by grouting part.
Detailed description of the invention
Fig. 1 is regulating part and connector of the invention, the diagrammatic cross-section for supporting Axile connection structure；
Fig. 2 is regulating part and connector, support shaft attachment structure schematic diagram of the invention.
Appended drawing reference: 1, supported hole；2, support shaft；3, link block；4, cambered surface is connected；5, connector；6, regulating part；7, it inserts
Enter cylinder；8, cylinder is abutted；9, adjusting rod；10, air level；11, be in the milk part；12, sleeve；13, flange；14, go out paddle hole；15,
Road surface；16, hollow.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
As shown in Figure 1, 2, it is a kind of pot hole method for repairing and mending disclosed by the invention, includes the following steps:
S1:
Supported hole 1 obliquely is opened up at the hollow 16 on road surface 15, supported hole 1 is circumferentially equally spaced six；
S2:
Insertion strangles support shaft 2 made of reinforcing bar band at supported hole 1, and support shaft 2 further includes being located at the outer one end of supported hole 1 with it
The link block 3 of rotation connection, wherein link block 3 has connection cambered surface 4 far from one end of support shaft 2；
S3:
Position is adjusted, allows the one end of support shaft 2 outside supported hole 1 to be located at the middle part of hollow 16, and utilize circular connection
Part 5 links together all link blocks 3；
During connector 5 and link block 3 link together, also need to adjust connection using the magnetic regulating part 6 of tool
The horizontality of part 5.Wherein regulating part 6 includes that the biggish insertion cylinder 7 of a diameter dimension and a diameter dimension are smaller
Abutting cylinder 8, insertion cylinder 7 coaxially fixes with 8 end face of cylinder is abutted, regulating part 6 further include one with to abut cylinder 8 coaxial
Fixed adjusting rod 9；
When using regulating part 6, insertion cylinder 7 is inserted into connector 5, and makes the connector 5 for abutting cylinder 8 and irony
Abutting is attached together, and then the connection cambered surface 4 of one of link block 3 is bonded and is welded with the periphery of connector 5
Together, then by be coaxially fixed on round bar shape adjusting rod 9 upper end circular air level 10 observe connector 5 whether water
Flat, when bubble is in the middle of air level 10, then connector 5 is level, by all companies after determining 5 level of connector
Block 3 is connect to be welded and fixed with connector 5；
S4:
Mortar is poured into supported hole 1, and band is selected to strangle reinforcing bar as support shaft 2, support shaft 2 and mortar can be allowed to have bigger
Contact area, and then can allow support shaft 2 and the more firm connection in road surface 15 after mortar consolidation；
S5:
Connector 5 is passed through using grouting part 11 and is inserted into weak subgrade soil, it is then that grouting part 11 and connector 5 is fixed；
Wherein, grouting part 11 includes open at one end, the sleeve 12 and flange 13 that the other end is sharply arranged, and flange 13 is located at set
The open at one end of cylinder 12, is also provided with out paddle hole 14 on sleeve 12, and paddle hole 14 is along the axis of sleeve 12 and circumferentially-spaced out
It is distributed in sharp one end of sleeve 12；
After sleeve 12 is passed through connector 5, the sharp one end of sleeve 12 is squeezed into subgrade soils using hammer mode, until turning over
Side 13 is abutted with connector 5, is then again welded and fixed together flange 13 and connector 5；
Because regulating part 6 is utilized to adjust connector 5 to horizontal position, regulating part 6 can lead grouting part 11
To enabling grouting part 11 is vertical to be driven into subgrade soils；
S6:
Mortar is poured into weak subgrade soil by grouting part 11, the bearing capacity of subgrade soils can be enhanced after mortar consolidation；
S7:
After the mortar initial set in subgrade soils and in supported hole 1, stopping is recycled to fill up hollow 16, according to 15 material of road surface
Difference selects different stoppings, and bituminous pavement 15 then selects pitch stopping, and concrete road surface 15 then selects concrete to fill up
Material；After filling up stopping into hollow 16, support shaft 2, connector 5 and grouting part 11 increase as the inner frame of stopping
The strong intensity of mend, so that the road surface 15 after repairing has higher intensity.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (8)
1. a kind of pot hole method for repairing and mending, it is characterized in that: including the following steps:
S1: opening up supported hole (1) at the hollow (16) of road surface (15), and the supported hole (1) is circumferentially distributed；
S2: support shaft (2) are inserted at supported hole (1)；
S3: adjustment position allows support shaft (2) to be located at the middle part of hollow (16) in the one end of supported hole (1) outside；And utilize connection
All support shafts (2) are located at the one end of supported hole (1) outside and connected by part (5)；
S4: mortar is poured into supported hole (1)；
S5: passing through connector (5) using grouting part (11) and be inserted into weak subgrade soil, then will grouting part (11) and connector
(5) fixed；
S6: mortar is poured into weak subgrade soil by grouting part (11)；
S7: after the mortar initial set in subgrade soils and in supported hole (1), stopping is recycled to fill up hollow (16).
2. a kind of pot hole method for repairing and mending according to claim 1, it is characterized in that: the supported hole (1) in step S1 is oblique
It opens up downwards.
3. a kind of pot hole method for repairing and mending according to claim 1, it is characterized in that: the support shaft (2) is that band strangles steel
Muscle is made.
4. a kind of pot hole method for repairing and mending according to claim 1, it is characterized in that: connector (5) is annular shape, it is described
Support shaft (2) includes the link block (3) for being located at one end rotation connection of supported hole (1) outside with it, and the link block (3) is far from branch
The one end for supportting axis (2) has connection cambered surface (4)；In step S3, connection cambered surface (4) is bonded with the outer surface of connector (5)
Afterwards, link block (3) and connector (5) are fixed together in the way of welding.
5. a kind of pot hole method for repairing and mending according to claim 4, it is characterized in that: grouting part (11) includes open at one end
Sleeve (12) and flange (13), the flange (13) is located at the open at one end of sleeve (12), opens up on the sleeve (12)
There are paddle hole (14) out；After sleeve (12) are passed through connector (5) in step S5, then flange (13) and connector (5) welding is solid
It is scheduled on together.
6. a kind of pot hole method for repairing and mending according to claim 5, it is characterized in that: the sleeve (12) is far from flange
(13) one end is in sharp setting.
7. a kind of pot hole method for repairing and mending according to claim 4, it is characterized in that: by connector (5) and support shaft
(2) position is adjusted using regulating part (6) during being welded to connect, so that connector (5) be allowed to be ultimately at a horizontal position.
8. a kind of pot hole method for repairing and mending according to claim 7, it is characterized in that: regulating part (6) has magnetism, and
Regulating part (6) includes the biggish insertion cylinder (7) of a diameter dimension and the lesser abutting cylinder (8) of a diameter dimension,
Insertion cylinder (7) is coaxially fixed with cylinder (8) end face is abutted, the regulating part (6) further include one with to abut cylinder (8) coaxial
Fixed adjusting rod (9)；When using regulating part (6), insertion cylinder (7) is inserted into connector (5), and to abut and justify
Column (8) is abutted with the connector (5) of irony and is attached together, and then welds one of link block (3) and connector (5)
Together, whether air level (10) observation connector (5) by setting in the upper end of adjusting rod (9) is horizontal, connects determining
Part (5) is horizontal and after being fixed together with all support shafts (2), and regulating part (6) separate with connector (5), then by filling
It starches in part (11) insertion connector (5) and fixed with connector (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910070284.4A CN109853347B (en) | 2019-01-24 | 2019-01-24 | Road surface pothole repairing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910070284.4A CN109853347B (en) | 2019-01-24 | 2019-01-24 | Road surface pothole repairing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109853347A true CN109853347A (en) | 2019-06-07 |
| CN109853347B CN109853347B (en) | 2020-10-16 |
Family
ID=66896099
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910070284.4A Expired - Fee Related CN109853347B (en) | 2019-01-24 | 2019-01-24 | Road surface pothole repairing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109853347B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4507013A (en) * | 1980-06-06 | 1985-03-26 | Bonifac Martinak | Device and method for repair of pot holes |
| CN105603855A (en) * | 2016-01-05 | 2016-05-25 | 杭州修路人科技有限公司 | Method for repairing concrete pavement cracks |
| CN205821963U (en) * | 2016-07-21 | 2016-12-21 | 宋磊 | Fixing device is repaired in road and bridge crack |
| CN106587782A (en) * | 2016-12-21 | 2017-04-26 | 江苏卓典钻掘科技有限公司 | Method for preparing geopolymer grouting material and method for applying geopolymer grouting material to static pressure grouting |
| CN108386005A (en) * | 2018-04-08 | 2018-08-10 | 中国电建集团成都勘测设计研究院有限公司 | Repairing concrete crack structure and method for repairing and mending |
| CN108755333A (en) * | 2018-05-24 | 2018-11-06 | 郑州工业应用技术学院 | A kind of road and bridge crack repairing device and method for repairing and mending |
| CN208104991U (en) * | 2018-01-05 | 2018-11-16 | 西安铁路职业技术学院 | A kind of fixed device of road and bridge crack reparation |
-
2019
- 2019-01-24 CN CN201910070284.4A patent/CN109853347B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4507013A (en) * | 1980-06-06 | 1985-03-26 | Bonifac Martinak | Device and method for repair of pot holes |
| CN105603855A (en) * | 2016-01-05 | 2016-05-25 | 杭州修路人科技有限公司 | Method for repairing concrete pavement cracks |
| CN205821963U (en) * | 2016-07-21 | 2016-12-21 | 宋磊 | Fixing device is repaired in road and bridge crack |
| CN106587782A (en) * | 2016-12-21 | 2017-04-26 | 江苏卓典钻掘科技有限公司 | Method for preparing geopolymer grouting material and method for applying geopolymer grouting material to static pressure grouting |
| CN208104991U (en) * | 2018-01-05 | 2018-11-16 | 西安铁路职业技术学院 | A kind of fixed device of road and bridge crack reparation |
| CN108386005A (en) * | 2018-04-08 | 2018-08-10 | 中国电建集团成都勘测设计研究院有限公司 | Repairing concrete crack structure and method for repairing and mending |
| CN108755333A (en) * | 2018-05-24 | 2018-11-06 | 郑州工业应用技术学院 | A kind of road and bridge crack repairing device and method for repairing and mending |
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| Publication number | Publication date |
|---|---|
| CN109853347B (en) | 2020-10-16 |
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Address after: 310000 room 877-6, bonded building, West bonded Road, Hangzhou Airport Economic Zone, Xiaoshan District, Hangzhou, Zhejiang Province Patentee after: Zhejiang Yinshan Construction Co.,Ltd. Address before: 311225 2nd floor, No. 579 and 577, Yongfeng Road, Hezhuang street, Hangzhou dajiangdong industrial agglomeration area, Xiaoshan District, Hangzhou, Zhejiang Province Patentee before: HANGZHOU YINSHAN CONSTRUCTION Co.,Ltd. |
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Granted publication date: 20201016 |