CN208039079U - A kind of road and bridge crack ruggedized construction - Google Patents
A kind of road and bridge crack ruggedized construction Download PDFInfo
- Publication number
- CN208039079U CN208039079U CN201820487515.2U CN201820487515U CN208039079U CN 208039079 U CN208039079 U CN 208039079U CN 201820487515 U CN201820487515 U CN 201820487515U CN 208039079 U CN208039079 U CN 208039079U
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- crack
- steel plate
- strengthening groove
- slot
- road
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Abstract
The utility model is related to technical field of buildings more particularly to a kind of road and bridge crack ruggedized constructions, including：Matrix, crack, strengthening groove；The crack is located at the inside of matrix；The lower part sprinkling irrigation in the crack has adhesive；Both sides in the middle part of the crack, which are provided with, pours slot；Described pour is provided with steel reinforcement cage in slot, and pours and be filled with normal concrete between slot and steel reinforcement cage；The both sides on the crack top are provided with strengthening groove；The bottom of the strengthening groove is provided with steel plate, and steel plate is connected with matrix by setscrew；The carbon cloth is arranged at the middle part of strengthening groove, and normal concrete is filled between carbon cloth and steel plate.The advantages of improvement on through the above structure can effectively prevent crack from continuing to expand, and have integral strength high, tension, shearing resistance and good water-proof effect, to the problem of effective solution existing apparatus and deficiency.
Description
Technical field
The utility model is related to technical field of buildings more particularly to a kind of road and bridge crack ruggedized constructions.
Background technology
At this moment bridge is possible to generate and split using after the regular hour, concrete structure will appear degeneration the phenomenon that
Seam, in order to ensure that safety just needs fracture to be reinforced, to extend the service life of bridge.
But existing road and bridge crack ruggedized construction it is basic after be all using the method be in the milk again, such method
Although having blocked crack, mortar can not reach the end in crack so that crack repairing effect is bad, is pouring coagulation in addition
In the process of soil, road surface is once shaken, and can crack be expanded again so that ruggedized construction integral strength is poor, cannot
Meets the needs of people.
Utility model content
The purpose of this utility model is to provide a kind of road and bridge crack ruggedized constructions, to solve in above-mentioned background technology
The crack repairing effect of proposition is bad, integral strength poor problem and deficiency.
The purpose of this utility model and effect are reached by technical solution in detail below：
A kind of road and bridge crack ruggedized construction, including：Matrix, crack, strengthening groove, pour slot, adhesive, steel reinforcement cage,
Normal concrete, steel plate, carbon cloth, waterproof roll, bituminous concrete, pouring hole, mounting hole；The crack is located at matrix
It is internal；The lower part sprinkling irrigation in the crack has adhesive；Both sides in the middle part of the crack, which are provided with, pours slot；Described pour in slot sets
It is equipped with steel reinforcement cage, and pours and is filled with normal concrete between slot and steel reinforcement cage；The both sides on the crack top are provided with reinforcement
Slot；The bottom of the strengthening groove is provided with steel plate, and steel plate is connected with matrix by setscrew；The carbon cloth setting
At the middle part of strengthening groove, and normal concrete is filled between carbon cloth and steel plate；The waterproof roll is arranged in strengthening groove
Top, and between waterproof roll and carbon cloth be filled with normal concrete；The top of the waterproof roll is provided with pitch
Concrete；Pouring hole and mounting hole are offered on the steel plate.
As advanced optimizing for the technical program, steel plate described in a kind of road and bridge crack ruggedized construction of the utility model
On be provided with multiple pouring holes, and strengthening groove is connected by pouring hole with slot is poured.
As advanced optimizing for the technical program, reinforce described in a kind of road and bridge crack ruggedized construction of the utility model
Slot and slot genesis analysis is poured in the both sides in crack, and the width of strengthening groove is more than the width for pouring slot.
As advanced optimizing for the technical program, gluing described in a kind of road and bridge crack ruggedized construction of the utility model
Agent is epoxy resin embedding adhesive.
It is common described in a kind of road and bridge crack ruggedized construction of the utility model as advanced optimizing for the technical program
The compression strength of concrete is C30.
As advanced optimizing for the technical program, steel plate described in a kind of road and bridge crack ruggedized construction of the utility model
Surface be polishing rust-removal processing.
Due to the application of the above technical scheme, the utility model has following advantages compared with prior art：
1, the utility model is by being provided with multiple pouring holes on steel plate, and strengthening groove is connected by pouring hole with slot is poured
Logical setting can not only prevent crack from continuing to expand, and concrete can be made full of slot is poured, and improve matrix and steel plate
Switching performance improves its globality.
2, the utility model by strengthening groove and pours slot genesis analysis in the both sides in crack, and the width of strengthening groove is more than
The setting for pouring the width of slot makes tension, shearing resistance and the good water-proof effect of ruggedized construction.
3, the surface that the utility model passes through steel plate is the setting of polishing rust-removal processing, improves the connection of steel plate and concrete
Performance.
4, the utility model through the above structure on improvement, can effectively prevent crack from continuing to expand, have integral strength
The advantages of height, tension, shearing resistance and good water-proof effect, to the problem of effective solution existing apparatus and deficiency.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is enlarged structure schematic diagram at the A of the utility model；
Fig. 3 is the steel plate structure schematic diagram of the utility model.
In figure：Matrix 1, strengthening groove 3, pours slot 4, adhesive 5, steel reinforcement cage 6, normal concrete 7, steel plate 8, carbon at crack 2
Fiber cloth 9, waterproof roll 10, bituminous concrete 11, pouring hole 801, mounting hole 802.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
It please refers to Fig.1 to Fig.3, the utility model provides a kind of road and bridge crack ruggedized construction technical solution：
A kind of road and bridge crack ruggedized construction, including：Matrix 1, strengthening groove 3, pours slot 4, adhesive 5, steel at crack 2
Muscle cage 6, normal concrete 7, steel plate 8, carbon cloth 9, waterproof roll 10, bituminous concrete 11, pouring hole 801, mounting hole
802；Crack 2 is located at the inside of matrix 1；The lower part sprinkling irrigation in crack 2 has adhesive 5；The both sides at 2 middle part of crack, which are provided with, pours slot
4；It pours and is provided with steel reinforcement cage 6 in slot 4, and pour and be filled with normal concrete 7 between slot 4 and steel reinforcement cage 6；2 top of crack
Both sides are provided with strengthening groove 3；The bottom of strengthening groove 3 is provided with steel plate 8, and steel plate 8 is connected with matrix 1 by setscrew；
Carbon cloth 9 is arranged at the middle part of strengthening groove 3, and normal concrete 7 is filled between carbon cloth 9 and steel plate 8；Waterproof roll
10 are arranged on the top of strengthening groove 3, and normal concrete 7 is filled between waterproof roll 10 and carbon cloth 9；Waterproof roll 10
Top be provided with bituminous concrete 11；Pouring hole 801 and mounting hole 802 are offered on steel plate 8.
Specifically, multiple pouring holes 801 are provided on steel plate 8, and strengthening groove 3 is connected by pouring hole 801 with slot 4 is poured
It is logical, normal concrete 7, during pouring, steel plate can be poured in slot 4 to pouring by pouring hole 801 after installation steel plate 8
8 can prevent crack from continuing to expand, and make normal concrete 7 full of slot 4 is poured, improve the switching performance of matrix 1 and steel plate 8, improve
Its globality.
Specifically, strengthening groove 3 and pour 4 genesis analysis of slot in the both sides in crack 2, and the width of strengthening groove 3 is more than and pours
The width of slot 4 makes tension, shearing resistance and the good water-proof effect of ruggedized construction.
Specifically, adhesive 5 is epoxy resin embedding adhesive, the crack followability of epoxy resin embedding adhesive is good, adhesive strength
Height avoids crack end from continuing to expand.
Specifically, the compression strength of normal concrete 7 is C30, keep the integral strength of ruggedized construction high, anti-pressure ability is strong.
Specifically, the surface of steel plate 8 is polishing rust-removal processing, the switching performance of steel plate 8 and normal concrete 7 is improved.
Specifically used method and effect：
When being reinforced, strengthening groove 3 first is cut at the top in crack 2, then cut in the bottom of strengthening groove 3 and pour slot
4, it is filled using the lower part of 5 fracture 2 of adhesive, avoidable 2 end of crack continues to expand, and steel reinforcement cage 6 is put into and is poured
It builds in slot 4, steel plate 8 is installed to the top for pouring slot 4 later, steel plate 8 is fixed on matrix 1 using setscrew, is passed through
Pouring hole 801 waits for that normal concrete 7 is filled and pours slot 4 until from pouring hole is overflowed to pouring normal concrete 7 in slot 4 is poured
When 801, carbon cloth 9 is laid on to the bottom of strengthening groove 3, continues, to pouring normal concrete 7 in strengthening groove 3 is poured, to wait mixing
Laying water-proof coiled material 10 after solidifying soil is cooling, it is finally levelling using bituminous concrete 11 on the top of waterproof roll 10.
It should be noted that the standardized element that uses of the utility model can commercially, shaped piece according to
Specification and attached drawing record can carry out customized, and the specific connection type of each part is all made of ripe in the prior art
The conventional means such as bolt, rivet, welding, machinery, part and equipment is all made of in the prior art, conventional model, inventor
This will not be detailed here.
In summary：A kind of road and bridge crack ruggedized construction by being provided with multiple pouring holes on steel plate, and is reinforced
Slot can not only prevent crack from continuing to expand, and concrete can be made to fill by pouring hole and the setting for pouring slot and being connected
Slot is completely poured, the switching performance of matrix and steel plate is improved, improves its globality；It is being split by strengthening groove with slot genesis analysis is poured
The both sides of seam, and the width of strengthening groove is more than the setting for the width for pouring slot, makes tension, shearing resistance and the waterproof effect of ruggedized construction
It is good；Surface by steel plate is the setting of polishing rust-removal processing, improves the switching performance of steel plate and concrete；Through the above structure
On improvement, can effectively prevent crack from continuing to expand, have integral strength high, the advantages of tension, shearing resistance and good water-proof effect, from
And the problem of effective solution existing apparatus and deficiency.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of road and bridge crack ruggedized construction, including：Matrix（1）, crack（2）, strengthening groove（3）, pour slot（4）, gluing
Agent（5）, steel reinforcement cage（6）, normal concrete（7）, steel plate（8）, carbon cloth（9）, waterproof roll（10）, bituminous concrete
（11）, pouring hole（801）, mounting hole（802）；It is characterized in that：The crack（2）Positioned at matrix（1）Inside；The crack
（2）Lower part sprinkling irrigation have adhesive（5）；The crack（2）The both sides at middle part, which are provided with, pours slot（4）；It is described to pour slot（4）It is interior
It is provided with steel reinforcement cage（6）, and pour slot（4）With steel reinforcement cage（6）Between be filled with normal concrete（7）；The crack（2）Top
Both sides be provided with strengthening groove（3）；The strengthening groove（3）Bottom be provided with steel plate（8）, and steel plate（8）With matrix（1）Pass through
Setscrew is connected；The carbon cloth（9）It is arranged in strengthening groove（3）Middle part, and carbon cloth（9）With steel plate（8）It
Between be filled with normal concrete（7）；The waterproof roll（10）It is arranged in strengthening groove（3）Top, and waterproof roll（10）With
Carbon cloth（9）Between be filled with normal concrete（7）；The waterproof roll（10）Top be provided with bituminous concrete
（11）；The steel plate（8）On offer pouring hole（801）And mounting hole（802）.
2. a kind of road and bridge crack ruggedized construction according to claim 1, it is characterised in that：The steel plate（8）On set
It is equipped with multiple pouring holes（801）, and strengthening groove（3）Pass through pouring hole（801）With pour slot（4）It is connected.
3. a kind of road and bridge crack ruggedized construction according to claim 1, it is characterised in that：The strengthening groove（3）With
Pour slot（4）Genesis analysis is in crack（2）Both sides, and strengthening groove（3）Width be more than pour slot（4）Width.
4. a kind of road and bridge crack ruggedized construction according to claim 1, it is characterised in that：The adhesive（5）For
Epoxy resin embedding adhesive.
5. a kind of road and bridge crack ruggedized construction according to claim 1, it is characterised in that：The normal concrete
（7）Compression strength be C30.
6. a kind of road and bridge crack ruggedized construction according to claim 1, it is characterised in that：The steel plate（8）Table
Face is polishing rust-removal processing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820487515.2U CN208039079U (en) | 2018-04-08 | 2018-04-08 | A kind of road and bridge crack ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820487515.2U CN208039079U (en) | 2018-04-08 | 2018-04-08 | A kind of road and bridge crack ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039079U true CN208039079U (en) | 2018-11-02 |
Family
ID=63943501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820487515.2U Expired - Fee Related CN208039079U (en) | 2018-04-08 | 2018-04-08 | A kind of road and bridge crack ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208039079U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112176813A (en) * | 2020-09-23 | 2021-01-05 | 江苏港通路桥集团有限公司 | Asphalt concrete pavement maintenance structure and method thereof |
-
2018
- 2018-04-08 CN CN201820487515.2U patent/CN208039079U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112176813A (en) * | 2020-09-23 | 2021-01-05 | 江苏港通路桥集团有限公司 | Asphalt concrete pavement maintenance structure and method thereof |
| CN112176813B (en) * | 2020-09-23 | 2022-04-01 | 江苏港通路桥集团有限公司 | Asphalt concrete pavement maintenance structure and method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181102 Termination date: 20190408 |
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| CF01 | Termination of patent right due to non-payment of annual fee |