CN206359905U - A kind of road and bridge crack ruggedized construction - Google Patents
A kind of road and bridge crack ruggedized construction Download PDFInfo
- Publication number
- CN206359905U CN206359905U CN201621224882.0U CN201621224882U CN206359905U CN 206359905 U CN206359905 U CN 206359905U CN 201621224882 U CN201621224882 U CN 201621224882U CN 206359905 U CN206359905 U CN 206359905U
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- crack
- bridge
- transverse steel
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Abstract
The utility model discloses a kind of road and bridge crack ruggedized construction, including bridge, crack and cement mortar, some mounting grooves being uniformly and symmetrically distributed are provided with the bridge of crack both sides, transverse steel is placed with mounting groove, the two ends of transverse steel are located at the both sides in crack, and the middle part of transverse steel is located at the inside in crack, and transverse steel is connected with equally distributed longitudinal reinforcement by finer wire, longitudinal reinforcement, which is respectively positioned in the inside in crack, crack, is perfused with equally distributed cement mortar；The utility model with the addition of bar construction in Bridge Crack so that repairing the cement in crack can be combined even closer with original bridge structure, be difficult to form new crack, considerably increased the repairing effect of Bridge Crack；And bar construction can also make bridge firmer, make it more durable；The utility model is simple in construction, easy to use, and using effect is good, and manufacturing cost is low, is adapted to promote the use of.
Description
Technical field
The utility model is related to a kind of crack ruggedized construction, more particularly to a kind of road and bridge crack ruggedized construction, belongs to
Build recovery technique field.
Background technology
Bridge is after it have passed through use year in year out, and its structural behaviour is also all, in degeneration slowly, to have very
Many places are damaged, wherein the problem of occurring more is exactly Bridge Crack.Repaired in order to ensure the safety of bridge it is necessary to pass through
Come allow bridge to play its function and can use it is more long.But during existing Bridge Crack reparation, mostly simply
Cement mortar is simply poured into crack, new priming charge mud can not be combined closely with original bridge structure, and crack is repaiied
Multiple effect is not good, can again occur in former helpdesk again by shorter time crack, fracture maintenance process again is needed again, this
The maintenance effect of sample again and again be not it is fine, can also severe jamming normally using to bridge.
The content of the invention
The technical problems to be solved in the utility model be overcome Bridge Crack repair stylish priming charge mud can not and it is former
Some bridge structures are combined closely, and there is provided a kind of road and bridge crack ruggedized construction for the not good defect of crack repairing effect.
In order to solve the above-mentioned technical problem, the utility model provides following technical scheme：
The utility model provides a kind of road and bridge crack ruggedized construction, including bridge, crack and cement mortar, described
It is provided with the bridge of crack both sides in some mounting grooves being uniformly and symmetrically distributed, the mounting groove and is placed with horizontal steel
Muscle, the two ends of the transverse steel are located at the both sides in the crack, and the middle part of the transverse steel is located at the inside in the crack,
The transverse steel is connected with equally distributed longitudinal reinforcement by finer wire, and the longitudinal reinforcement is respectively positioned on the interior of the crack
The equally distributed cement mortar is perfused with portion, the crack.
As a kind of optimal technical scheme of the present utility model, the longitudinal reinforcement is located at the bottom of the transverse steel.
It is used as a kind of optimal technical scheme of the present utility model, the finer wire, the longitudinal reinforcement and the horizontal steel
The surface of muscle is equipped with antirust coat.
As a kind of optimal technical scheme of the present utility model, bituminous water-proof coating is provided with the top of the cement mortar.
The beneficial effect that the utility model is reached is：The utility model with the addition of bar construction in Bridge Crack, make
The cement in crack, which must be repaired, to be combined even closer with original bridge structure, be difficult to form new crack, considerably increased
The repairing effect of Bridge Crack；And bar construction can also make bridge firmer, make it more durable；The utility model knot
Structure is simple, and easy to use, using effect is good, and manufacturing cost is low, is adapted to promote the use of.
Brief description of the drawings
Accompanying drawing is used for providing further understanding to of the present utility model, and constitutes a part for specification, with this practicality
New embodiment is used to explain the utility model together, does not constitute to limitation of the present utility model.In the accompanying drawings：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is top view of the present utility model；
In figure：1st, bridge；2nd, crack；3rd, cement mortar；4th, finer wire；5th, longitudinal reinforcement；6th, transverse steel；7th, install
Groove.
Embodiment
Preferred embodiment of the present utility model is illustrated below in conjunction with accompanying drawing, it will be appreciated that described herein excellent
Select embodiment to be merely to illustrate and explain the utility model, be not used to limit the utility model.
Embodiment 1
As shown in Figure 1-2, the utility model provides a kind of road and bridge crack ruggedized construction, including bridge 1, crack 2
With cement mortar 3, it is provided with some mounting grooves 7 being uniformly and symmetrically distributed, mounting groove 7 on the bridge 1 of the both sides of crack 2 and is placed with
Transverse steel 6, the two ends of transverse steel 6 are located at the both sides in crack 2, and the middle part of transverse steel 6 is located at the inside in crack 2, laterally
Reinforcing bar 6 is connected with equally distributed longitudinal reinforcement 5 by finer wire 4, and longitudinal reinforcement 5 is respectively positioned in the inside in crack 2, crack 2
It is perfused with equally distributed cement mortar 3.
Longitudinal reinforcement 5 is located at the bottom of transverse steel 6 so that longitudinal reinforcement 5 is located at the middle part in crack as far as possible, so that
So that reinforcing bar is located at the middle part of cement mortar 3, the repairing effect in crack is added.Finer wire 4, longitudinal reinforcement 5 and transverse steel 6
Surface be equipped with antirust coat, the antiseptic property of reinforcing bar and steel wire can be increased, so as to increase its service life.Cement mortar
Top is provided with bituminous water-proof coating, can prevent rainwater is flowed into repair structure with that in the gap of original bridge deck structure, can increase and repair
Multiple effect and the service life for repairing structure.
Concrete operating principle：When repairing Bridge Crack, longitudinal reinforcement 5 and transverse steel 6 are uniformly well placed first, and makes
Longitudinal reinforcement 5 is fixedly connected with transverse steel 6 with finer wire 4；Then cut using groove cutting tool on the bridge of crack both sides
Go out the mounting groove 7 symmetrically matched with transverse steel；The two ends of transverse steel 6 are respectively put into crack again afterwards monosymmetric
In mounting groove 7；Then cement mortar 3 uniformly is poured into crack and mounting groove, until cement mortar top surface is slightly below bridge floor；
One layer of bituminous water-proof coating is laid at the last top in cement mortar, and fracture repairs structure and plays further protective action.
The beneficial effect that the utility model is reached is：The utility model with the addition of bar construction in Bridge Crack, make
Must repair that the cement in crack can be combined with original bridge structure is even closer, is difficult to form new crack, considerably increases
The repairing effect of Bridge Crack；And bar construction can also make bridge firmer, make it more durable；The utility model knot
Structure is simple, and easy to use, using effect is good, and manufacturing cost is low, is adapted to promote the use of.
Finally it should be noted that：Preferred embodiment of the present utility model is the foregoing is only, this is not limited to
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it can still modify to the technical scheme described in foregoing embodiments, or to which part technical characteristic
Carry out equivalent substitution.It is all it is of the present utility model spirit and principle within, any modification, equivalent substitution and improvements made etc.,
It should be included within protection domain of the present utility model.
Claims (4)
1. a kind of road and bridge crack ruggedized construction, including bridge（1）, crack（2）And cement mortar（3）, it is characterised in that institute
State crack（2）The bridge of both sides（1）On be provided with some mounting grooves being uniformly and symmetrically distributed（7）, the mounting groove（7）It is interior
It is placed with transverse steel（6）, the transverse steel（6）Two ends be located at the crack（2）Both sides, the transverse steel（6）
Middle part be located at the crack（2）Inside, the transverse steel（6）Pass through finer wire（4）It is connected with equally distributed longitudinal direction
Reinforcing bar（5）, the longitudinal reinforcement（5）It is respectively positioned on the crack（2）Inside, the crack（2）Inside it is perfused with equally distributed
The cement mortar（3）.
2. a kind of road and bridge crack ruggedized construction according to claim 1, it is characterised in that the longitudinal reinforcement（5）
Positioned at the transverse steel（6）Bottom.
3. a kind of road and bridge crack ruggedized construction according to claim 1, it is characterised in that the finer wire（4）, institute
State longitudinal reinforcement（5）With the transverse steel（6）Surface be equipped with antirust coat.
4. a kind of road and bridge crack ruggedized construction according to claim 1, it is characterised in that the cement mortar（3）
Top be provided with bituminous water-proof coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621224882.0U CN206359905U (en) | 2016-11-15 | 2016-11-15 | A kind of road and bridge crack ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621224882.0U CN206359905U (en) | 2016-11-15 | 2016-11-15 | A kind of road and bridge crack ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206359905U true CN206359905U (en) | 2017-07-28 |
Family
ID=59371780
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621224882.0U Expired - Fee Related CN206359905U (en) | 2016-11-15 | 2016-11-15 | A kind of road and bridge crack ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206359905U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021267A (en) * | 2019-12-25 | 2020-04-17 | 付君义 | Connecting portion reinforcing apparatus in bridge maintenance |
-
2016
- 2016-11-15 CN CN201621224882.0U patent/CN206359905U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021267A (en) * | 2019-12-25 | 2020-04-17 | 付君义 | Connecting portion reinforcing apparatus in bridge maintenance |
| CN111021267B (en) * | 2019-12-25 | 2022-04-12 | 上海同固结构工程有限公司 | Connecting portion reinforcing apparatus in bridge maintenance |
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Legal Events
| 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: 20170728 Termination date: 20181115 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |