CN206279450U - A kind of urban viaduct precast concrete suspending board anticollision wall device - Google Patents
A kind of urban viaduct precast concrete suspending board anticollision wall device Download PDFInfo
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- CN206279450U CN206279450U CN201621241618.8U CN201621241618U CN206279450U CN 206279450 U CN206279450 U CN 206279450U CN 201621241618 U CN201621241618 U CN 201621241618U CN 206279450 U CN206279450 U CN 206279450U
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Abstract
The utility model discloses a kind of urban viaduct precast concrete suspending board anticollision wall device, including concrete link plate, crash bearer and girder, concrete link plate includes hanging plate and prefabricated crossbeam, hanging plate side connects prefabricated crossbeam, prefabricated crossbeam connects girder and crash bearer, crash bearer side is provided with adjusting means, and the two ends of adjusting means connect concrete link plate and girder respectively；This urban viaduct precast concrete suspending board anticollision wall device, the upper surface of hanging plate and the upper surface of crash bearer keep level, outward appearance is very attractive in appearance, the level in control upper surface is only needed to during installation, installation accuracy can just be kept, the concrete link plate for making in advance is by forklift truck lifting equipment mounted in the side of girder, installation process is convenient, during use fork truck, save transport, cost of labor, adjuster can adjust the levelness of concrete link plate, perpendicularity, easy and effective, and concrete link plate is safe and reliable together with the reinforcement welding on the outside of crash bearer.
Description
Technical field
The utility model is related to anti-collision wall technical field, especially a kind of urban viaduct precast concrete suspending board anti-collision wall
Device.
Background technology
, when running at high speed, when something unexpected happened is such as blown out, because speed is higher, automobile will be out of control for automobile,
Run-off-road, otherwise sail into to track, or flying away from track, causing great personnel and property loss, so highway and overhead
Anti-collision wall is provided with bridge, automobile out of control is protected, anti-collision wall is exactly the wall with cushioning effect, reduced automobile impacting and damage,
In the prior art, overpass anti-collision wall uses the construction method of live formwork casting concrete, and site operation is without influence vehicle
It is current, also have that difficult formwork, concreting and maintenance difficulty are high, installation process is complicated, makes the material cost of anti-collision wall
Big with cost of labor, easily there is common fault of concrete quality and repairs difficult in the anti-collision wall of cast in situs, and performance is unreliable.
Utility model content
The purpose of this utility model is to provide a kind of urban viaduct precast concrete suspending board anticollision wall device, with peace
Dress is convenient, fabrication and installation low cost and it is safe and reliable the advantages of, to solve the problems, such as to be proposed in above-mentioned background technology.
To achieve the above object, the utility model provides following technical scheme：A kind of urban viaduct precast concrete is hung
Plate anticollision wall device, including concrete link plate, crash bearer and girder, the concrete link plate connect crash bearer, concrete link plate
It is connected with girder with crash bearer, concrete link plate includes hanging plate and prefabricated crossbeam, the side of hanging plate is fixedly connected prefabricated crossbeam,
The bottom connection girder of prefabricated crossbeam, is fixedly connected crash bearer on the outside of prefabricated crossbeam；The bottom connection girder of the crash bearer
Upper surface, the side of crash bearer is fixedly connected hanging plate, and crash bearer includes railing built-in fitting and guardrail, the bottom connection column of guardrail
Bar built-in fitting, railing built-in fitting is arranged at the inner side of crash bearer, and the side of crash bearer is provided with adjusting means；The adjusting means
Two ends connect concrete link plate and girder respectively, and adjusting means includes adjuster, the first built-in connection and the second pre-buried connection
Part, adjuster connects the first built-in connection and the second built-in connection by wirerope, and the first built-in connection is fixedly connected mixed
Solidifying soil hanging plate, the second built-in connection is fixedly connected girder.
As further program of the utility model：The hanging plate is located at the side of girder, the upper surface of hanging plate and anticollision
The upper surface of pier keeps level.
As further program of the utility model：Position of the position of first built-in connection higher than prefabricated crossbeam
Put.
As further program of the utility model：The concrete that the trade mark is C20 is poured in the crash bearer.
As further program of the utility model：Connected by the way of welding between the concrete link plate and crash bearer
Connect.
Compared with prior art, the utility model beneficial effect：This urban viaduct precast concrete suspending board anti-collision wall is filled
Put, concrete link plate and crash bearer are connected with girder, the upper surface of hanging plate and the upper surface of crash bearer keep level, and outward appearance is non-
Chang Meiguan, only needs to the level in control upper surface during installation, can just keep installation accuracy, and adjuster connects coagulation by wirerope
Native hanging plate and girder, the concrete link plate for making in advance is by forklift truck lifting equipment mounted in the side of girder, and installation process is convenient, during
Using fork truck, transport, cost of labor are saved, adjuster can adjust the levelness of concrete link plate, perpendicularity, easy and effective, mix
Solidifying soil hanging plate is safe and reliable together with the reinforcement welding on the outside of crash bearer.
Brief description of the drawings
Fig. 1 is integrated connection schematic diagram of the present utility model；
Fig. 2 is crash bearer schematic diagram of the present utility model.
In figure：1- concrete link plates；11- hanging plates；12- prefabricated crossbeams；2- crash bearers；21- railing built-in fittings；22- guardrails；
3- girders；4- adjusting meanss；41- adjusters；The built-in connections of 42- first；The built-in connections of 43- second.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1-2 is referred to, in the utility model embodiment, a kind of urban viaduct precast concrete suspending board anti-collision wall dress
Put, including concrete link plate 1, crash bearer 2 and girder 3, girder 3 plays a part of to support concrete link plate 1 and crash bearer 2, coagulation
Native hanging plate 1 connects crash bearer 2, using being connected by the way of welding between concrete link plate 1 and crash bearer 2, concrete link plate 1 and anticollision
Reinforcing bar is contained in the inside of pier 2, and the reserved reinforcing bar in the outside of concrete link plate 1 reinforcing bar reserved with the outside of crash bearer 2 is by welding
Mode be fixed together, very firmly, safe and reliable, concrete link plate 1 and crash bearer 2 are connected with girder 3, coagulation
Native hanging plate 1 includes hanging plate 11 and prefabricated crossbeam 12, and hanging plate 11 is located at the side of girder 3, and the side of hanging plate 11 does not connect with girder 3
Connect, the upper surface of hanging plate 11 and the upper surface of crash bearer 2 keep level, and outward appearance is very attractive in appearance, is only needed in control during installation
The level on surface, can just keep the side of installation accuracy, hanging plate 11 to be fixedly connected prefabricated crossbeam 12, and the bottom of prefabricated crossbeam 12 connects
Girder 3 is connect, the outside of prefabricated crossbeam 12 is fixedly connected crash bearer 2；When automobile is because of grade in particular cases run-off-road out of control, prevent
Hitting pier 2 can block automobile, prevent automobile out of control from sailing into to track, or the overpass that flies out, and farthest reduce loss,
The concrete that the trade mark is C20 is poured in crash bearer 2, the concrete for making of C20 is simple, because crash bearer 2 does not receive ambient pressure, institute
Only to need the trade mark as the concrete of C20, material cost is reduced, the bottom of crash bearer 2 connects the upper surface of girder 3, crash bearer 2
Side is fixedly connected hanging plate 11, and crash bearer 2 includes railing built-in fitting 21 and guardrail 22, the bottom connection railing built-in fitting of guardrail 22
21, railing built-in fitting 21 is arranged at the inner side of crash bearer 2, and the side of crash bearer 2 is provided with adjusting means 4；The two ends of adjusting means 4
Concrete link plate 1 and girder 3 are connected respectively, and adjusting means 4 includes adjuster 41, the first built-in connection 42 and the second pre-buried company
Fitting 43, adjuster 41 connects the first built-in connection 42 and the second built-in connection 43 by wirerope, and rotation regulator 41 is just
The tightness of whole device can be adjusted, the first built-in connection 42 is fixedly connected concrete link plate 1, the first built-in connection
42 position is higher than the position of prefabricated crossbeam 12, such prefabricated crossbeam 12, the first built-in connection 42 and the second built-in connection
43 constitute triangle, and the first built-in connection 42 fastens concrete link plate 1, and the second built-in connection 43 is fixedly connected girder 3, coagulation
Native hanging plate 1 is made in advance in factory, and pre-buried first built-in connection 42 on concrete link plate 1, and girder 3 is also carried when pouring
Preceding pre-buried second built-in connection 43, adjuster 41 connection the first built-in connection 42 and the second built-in connection 43, that is, adjusted
Device 4 connects concrete link plate 1 and girder 3, and the concrete link plate 1 for making in advance is by forklift truck lifting equipment mounted in the side of girder 3, peace
Dress process is convenient, and fork truck is used in the installation process of concrete link plate 1, saves transport, cost of labor, the two ends connection of adjuster 41
Concrete link plate 1 and girder 3 are simultaneously adjusted, the levelness of the adjustment concrete link plate 1 of adjuster 41, perpendicularity, easy and effective,
Then it is safe and reliable by concrete link plate 1 together with the reinforcement welding in the outside of crash bearer 2.
Contain the inside of this urban viaduct precast concrete suspending board anticollision wall device, concrete link plate 1 and crash bearer 2
Reinforcing bar, the reserved reinforcing bar in the outside of concrete link plate 1 reinforcing bar reserved with the outside of crash bearer 2 is fixedly connected on by way of welding
Together, very firmly, safe and reliable, concrete link plate 1 and crash bearer 2 are connected with girder 3, the upper surface of hanging plate 11 and anticollision
The upper surface of pier 2 keeps level, and outward appearance is very attractive in appearance, and the level in control upper surface is only needed to during installation, can just keep installing
Precision, crash bearer 2 can farthest reduce loss, and the two ends of adjusting means 4 connect concrete link plate 1 and girder 3 respectively,
Adjuster 41 connects the first built-in connection 42 and the second built-in connection 43 by wirerope, and the first built-in connection 42 is fastened mixed
Solidifying soil hanging plate 1, the second built-in connection 43 is fixedly connected girder 3, and concrete link plate 1 makes in advance in factory, and in concrete
Pre-buried first built-in connection 42 on hanging plate 1, girder 3 also shifts to an earlier date pre-buried second built-in connection 43, adjuster 41 when pouring
The first built-in connection 42 and the second built-in connection 43, the i.e. connection of adjusting means 4 concrete link plate 1 and girder 3 are connected, in advance
, by forklift truck lifting equipment mounted in the side of girder 3, installation process is convenient, in the installation process of concrete link plate 1 for the concrete link plate 1 for making
Using fork truck, transport, cost of labor are saved, the two ends connection concrete link plate 1 and girder 3 of adjuster 41 are simultaneously adjusted, adjusted
It is the section adjustment of device 41 levelness of concrete link plate 1, perpendicularity, easy and effective, then by concrete link plate 1 and the outside of crash bearer 2
Reinforcement welding together, it is safe and reliable.
In sum：This urban viaduct precast concrete suspending board anticollision wall device, concrete link plate 1 and crash bearer 2 are equal
It is connected with girder 3, the upper surface of hanging plate 11 and the upper surface of crash bearer 2 keep level, and outward appearance is very attractive in appearance, is only needed to during installation
In the level of control upper surface, installation accuracy can be just kept, adjuster 41 connects concrete link plate 1 and girder 3, carries by wirerope
Before the concrete link plate 1 that makes by forklift truck lifting equipment mounted in the side of girder 3, installation process is convenient, during use fork truck, save
Transport, cost of labor, adjuster 41 can adjust levelness, perpendicularity, easy and effective, the He of concrete link plate 1 of concrete link plate 1
The reinforcement welding in the outside of crash bearer 2 is together, safe and reliable.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, can in other specific forms realize that this practicality is new
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each implementation method is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Specification an as entirety, the technical scheme in each embodiment can also be formed into those skilled in the art through appropriately combined
May be appreciated other embodiment.
Claims (5)
1. a kind of urban viaduct precast concrete suspending board anticollision wall device, including concrete link plate (1), crash bearer (2) and master
Beam (3), it is characterised in that：The concrete link plate (1) connects crash bearer (2), concrete link plate (1) and crash bearer (2) with
Girder (3) is connected, and concrete link plate (1) includes hanging plate (11) and prefabricated crossbeam (12), and the side of hanging plate (11) is fixedly connected pre-
Crossbeam (12) processed, the bottom of prefabricated crossbeam (12) connects girder (3), and crash bearer (2) is fixedly connected on the outside of prefabricated crossbeam (12)；
The upper surface of bottom connection girder (3) of the crash bearer (2), the side of crash bearer (2) is fixedly connected hanging plate (11), crash bearer
(2) including railing built-in fitting (21) and guardrail (22), the bottom of guardrail (22) connects railing built-in fitting (21), railing built-in fitting
(21) inner side of crash bearer (2) is arranged at, the side of crash bearer (2) is provided with adjusting means (4)；The two of the adjusting means (4)
End connects concrete link plate (1) and girder (3) respectively, and adjusting means (4) includes adjuster (41), the first built-in connection (42)
With the second built-in connection (43), adjuster (41) is by wirerope the first built-in connection of connection (42) and the second built-in connection
(43), the first built-in connection (42) is fixedly connected concrete link plate (1), and the second built-in connection (43) is fixedly connected girder
(3)。
2. a kind of urban viaduct precast concrete suspending board anticollision wall device according to claim 1, it is characterised in that：Institute
State hanging plate (11) and keep level positioned at the side of girder (3), the upper surface of hanging plate (11) and the upper surface of crash bearer (2).
3. a kind of urban viaduct precast concrete suspending board anticollision wall device according to claim 1, it is characterised in that：Institute
State the position of the position higher than prefabricated crossbeam (12) of the first built-in connection (42).
4. a kind of urban viaduct precast concrete suspending board anticollision wall device according to claim 1, it is characterised in that：Institute
State the concrete for pouring that the trade mark is C20 in crash bearer (2).
5. a kind of urban viaduct precast concrete suspending board anticollision wall device according to claim 1, it is characterised in that：Institute
State and connected by the way of welding between concrete link plate (1) and crash bearer (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621241618.8U CN206279450U (en) | 2016-11-18 | 2016-11-18 | A kind of urban viaduct precast concrete suspending board anticollision wall device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621241618.8U CN206279450U (en) | 2016-11-18 | 2016-11-18 | A kind of urban viaduct precast concrete suspending board anticollision wall device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206279450U true CN206279450U (en) | 2017-06-27 |
Family
ID=59082673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621241618.8U Active CN206279450U (en) | 2016-11-18 | 2016-11-18 | A kind of urban viaduct precast concrete suspending board anticollision wall device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206279450U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457621A (en) * | 2018-12-21 | 2019-03-12 | 中国十七冶集团有限公司 | A kind of suspension bridge sidewalk widens position hanging plate and its construction method every beam |
| CN110820553A (en) * | 2019-10-30 | 2020-02-21 | 上海市政工程设计研究总院（集团）有限公司 | Combined prefabricated bridge guardrail |
-
2016
- 2016-11-18 CN CN201621241618.8U patent/CN206279450U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457621A (en) * | 2018-12-21 | 2019-03-12 | 中国十七冶集团有限公司 | A kind of suspension bridge sidewalk widens position hanging plate and its construction method every beam |
| CN110820553A (en) * | 2019-10-30 | 2020-02-21 | 上海市政工程设计研究总院（集团）有限公司 | Combined prefabricated bridge guardrail |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 100000 Beijing Shunyi Guomen Business District Airport East Road 2, Layer 121 Patentee after: Beijing Jianggong Road and Bridge Group Co., Ltd. Address before: 100123 Ruicheng International 23rd Floor, 71 Chaoyang Road, Chaoyang District, Beijing Patentee before: Construction Road, Beijing bridge engineering construction Co., Ltd |