CN206706559U - Air-tightness steel bridge bearing waterproof construction - Google Patents
Air-tightness steel bridge bearing waterproof construction Download PDFInfo
- Publication number
- CN206706559U CN206706559U CN201720274703.2U CN201720274703U CN206706559U CN 206706559 U CN206706559 U CN 206706559U CN 201720274703 U CN201720274703 U CN 201720274703U CN 206706559 U CN206706559 U CN 206706559U
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- China
- Prior art keywords
- bucker
- steel bridge
- armored concrete
- water outlet
- air inlet
- 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.)
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Abstract
The utility model belongs to bridge pad waterproof technique field, and in particular to a kind of air-tightness steel bridge bearing waterproof construction.Air-tightness steel bridge bearing waterproof construction, including rubber fastening band, armored concrete bucker;Steel bridge pier is arranged on cushion block by spherical rubber bearing;Described armored concrete bucker is the case structure with opening, it is opening up, described spherical rubber bearing, cushion block are located inside armored concrete bucker, rubber water-proof band connection is used between the opening and steel bridge pier of armored concrete bucker, armored concrete bucker is internally formed sealing space.Air-tightness steel bridge bearing waterproof construction provided by the utility model, by setting rubber fastening band between armored concrete bucker and bridge substructure, can effectively anti-water-stop body enter bucker space in, air-tightness steel bridge bearing waterproof construction provided by the utility model, it is simple in construction, it is easy for construction, there is very high practical value.
Description
Technical field:
The utility model belongs to bridge pad waterproof technique field, and in particular to a kind of air-tightness steel bridge bearing waterproof knot
Structure.
Technical background
Bridge pad is to transmit bridge upper load and deadweight to the structure of bridge pier, the fine or not direct relation of its waterproof effect
Life-span and mechanical property to bridge pad, the life-span of bridge pad is easily caused to be die-offed if water-proofing treatment is improper, under performance
Drop, problems are brought for later stage operation maintenance.Therefore, bridge pad typically can all take various water-proofing treatment measures, most often
See and it is most widely used be to be sealed local space where bridge pad using rubber fastening band, its simple in construction and construction
Aspect, but the sealing property of the lap-joint of the strongly restricted rubber fastening band of sealing and surrounding structure, and receive the temperature difference and outer lotus
Load acts on, and easily occurs transversely deforming repeatedly at bridge pad, causes rubber fastening band to be sealed with surrounding structure lap-joint
Not tight situation, causes later maintenance operational difficulties, and workload is big.
Chengdu Xinzhu Road & Bridge Machinery Co., Ltd is it is proposed that excessively a kind of bridge pad with waterproof cover structure, Ye Shili
Space where bearing is sealed with rubber slab, but the patent there is also rubber and surrounding structure lap-joint by repeated deformation
Influence, once local appearance is poorly sealed, then the waterproof effect of the structure will have a greatly reduced quality.In view of bridge pad waterproof is to ensure
Bearing life-span and the key point of mechanical property, it is proposed that a kind of with multiple-protection and the steel easy to maintenance with air-tightness
Bridge seat waterproof construction.
Utility model content
In view of the disadvantage mentioned above of prior art, the purpose of this utility model is that providing one kind has air-tightness waterproof group cover
And the steel box girder bridge bearing waterproof construction form for discharge structure of calming the anger, the sealing in space where bearing can be effectively ensured, from
And ensure that bearing liner plate and support plate are not influenceed by water, bearing durability and life-span are improved, and facilitate later stage operation maintenance.
The utility model practical purpose specific implementation is as follows:
Air-tightness steel bridge bearing waterproof construction, including:Rubber fastening band, armored concrete bucker, one-way water outlet valve group,
Box waterproof skirtboard, Unidirectional air inlet valve group;Steel bridge pier is arranged on cushion block by spherical rubber bearing;Described box waterproof
Skirtboard includes top plate and side wall, and described side wall is arranged on the lower edge of top plate, and mounting of roof plate is buckled on spherical rubber bearing
On cushion block, described armored concrete bucker is the case structure with opening, opening up, described spherical rubber branch
Seat, cushion block, box waterproof skirtboard are located inside armored concrete bucker, the opening of armored concrete bucker and steel bridge pier it
Between use rubber water-proof band connection, armored concrete bucker is internally formed sealing space;Described one-way water outlet valve group includes
Upper one-way water outlet valve and lower one-way water outlet valve, are connected between upper one-way water outlet valve and lower one-way water outlet valve by waterpipe, described
Unidirectional air inlet valve group include upper Unidirectional air inlet valve and lower Unidirectional air inlet valve, upper Unidirectional air inlet valve and lower one-way air inlet
Connected between valve by feed channel;Described upper one-way water outlet valve and upper Unidirectional air inlet valve are separately mounted to rubber fastening band
On, described lower Unidirectional air inlet valve is arranged on the top plate of box waterproof skirtboard, and described lower one-way water outlet valve is arranged on case
In the side wall of type waterproof skirtboard.
Described rubber fastening band upper surface sets galvanized steel plain sheet, and rubber fastening band is fixed on reinforcing bar by fastening bolt to be mixed
In the opening and steel bridge pier for coagulating native bucker.
Beneficial technique effect:
Air-tightness steel bridge bearing waterproof construction provided by the utility model, by under armored concrete bucker and bridge
Rubber fastening band is set between portion's structure, can effectively anti-water-stop body enter bucker space in, by box beam bottom set
Box skirtboard, it ensure that under the conditions of rubber fastening band partial failure, into the water body liquid level of armored concrete bucker
Below bearing liner plate, bearing will not be by influence on water body.
Air-tightness steel bridge bearing waterproof construction provided by the utility model, by being protected in first layer --- rubber fastening band
Protected with the second layer --- set between box waterproof skirtboard it is independent it is unidirectional calm the anger and discharge pipe line, in armored concrete waterproof
Can be easily by the method for from the injecting compressed air to air pipe by the water in armored concrete bucker during cover water inlet
Body is discharged from discharge pipe line, has the characteristics of easy to maintenance.
Air-tightness steel bridge bearing waterproof construction provided by the utility model, it is simple in construction, it is easy for construction, there is very high reality
With value.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is local structural graph at rubber fastening band of the present utility model.
Fig. 3 is box waterproof skirtboard local structural graph of the present utility model.
Fig. 4 is drainage principle schematic diagram of the present utility model of calming the anger.
Embodiment
Further illustrate the technical solution of the utility model below in conjunction with the accompanying drawings and by specific embodiment.
As shown in figure 1, air-tightness steel bridge bearing waterproof construction, including:Rubber fastening band 1, armored concrete bucker 3,
One-way water outlet valve group, box waterproof skirtboard 5, Unidirectional air inlet valve group;Steel bridge pier 10 is arranged on cushion block by spherical rubber bearing 9
On 8;Described box waterproof skirtboard 5 includes top plate and side wall, and described side wall is arranged on the lower edge of top plate, and mounting of roof plate exists
On spherical rubber bearing 9, it is buckled on cushion block 8, described armored concrete bucker 3 is the case structure with opening, opening
Upward, described spherical rubber bearing 9, cushion block 8, box waterproof skirtboard 5 are located inside armored concrete bucker 3, and reinforcing bar mixes
Coagulate and connected between the opening of native bucker 3 and steel bridge pier 10 with rubber fastening band 1, armored concrete bucker 3 is internally formed
Sealing space;Described one-way water outlet valve group includes upper one-way water outlet valve 402 and lower one-way water outlet valve 401, upper one-way water outlet valve
Connected between 402 and lower one-way water outlet valve 401 by waterpipe 71, described Unidirectional air inlet valve group includes upper breather cheek valve
Door 602 and lower Unidirectional air inlet valve 601, pass through feed channel 7 between upper Unidirectional air inlet valve 602 and lower Unidirectional air inlet valve 601
Connection;Described upper one-way water outlet valve 402 and upper Unidirectional air inlet valve 602 is separately mounted on rubber fastening band 1, under described
Unidirectional air inlet valve 601 is arranged on the top plate of box waterproof skirtboard 5, and described lower one-way water outlet valve 401 is prevented installed in box
In the side wall of water skirtboard 5.
Box waterproof skirtboard 5 semitight space 11 formed below.
As shown in Fig. 2 specifically, rubber fastening band 1 is overlapped in bold concrete water-proof cover 3 and steel by fastening bolt 2
The side of bridge pier 10;Upper Unidirectional air inlet valve 602 and upper one-way water outlet valve 402 run through rubber fastening band 1, and through part should seal good
It is good.
As shown in figure 3, lower Unidirectional air inlet valve 601 is arranged on the top plate of box waterproof skirtboard 5, lower one-way water outlet valve
401 are arranged in the side wall of box waterproof skirtboard 5, and junction should have good sealing.
As shown in figure 4, when progress waterproof bearing is safeguarded, pass through the upper injecting compressed air of Unidirectional air inlet valve 602, compression
Air enters semitight space 11 by feed channel 7 and lower Unidirectional air inlet valve 601, raises air pressure in semitight space 11,
Water body of the water body higher than the lower edge height of waterproof skirtboard 5 is passed through into lower one-way water outlet valve 401, waterpipe 71 and upper one-way water outlet valve
402, it is expelled to outside armored concrete bucker 3, to ensure that spherical rubber bearing 9 is not immersed among water body.
Claims (3)
1. air-tightness steel bridge bearing waterproof construction, it is characterised in that including rubber fastening band (1), armored concrete bucker
(3);Steel bridge pier (10) is arranged on cushion block (8) by spherical rubber bearing (9);Described armored concrete bucker (3) is
Case structure with opening, opening up, described spherical rubber bearing (9), cushion block (8) are located at armored concrete bucker
(3) it is internal, it is connected between the opening and steel bridge pier (10) of armored concrete bucker (3) with rubber fastening band (1), reinforcing bar is mixed
Coagulate native bucker (3) and be internally formed sealing space.
2. air-tightness steel bridge bearing waterproof construction according to claim 1, it is characterised in that also including box waterproof skirtboard
(5), one-way water outlet valve group, Unidirectional air inlet valve group;Described box waterproof skirtboard (5) includes top plate and side wall, described side
Wall is arranged on the lower edge of top plate, and mounting of roof plate is buckled on cushion block (8) on spherical rubber bearing (9);Described unidirectional water outlet
Valve group includes upper one-way water outlet valve (402) and lower one-way water outlet valve (401), upper one-way water outlet valve (402) and lower one-way water outlet valve
(401) connected between by waterpipe (71), described Unidirectional air inlet valve group includes upper Unidirectional air inlet valve (602) and placed an order
To air intake valve (601), between upper Unidirectional air inlet valve (602) and lower Unidirectional air inlet valve (601) by feed channel (7) even
Connect;Described upper one-way water outlet valve (402) and upper Unidirectional air inlet valve (602) is separately mounted on rubber fastening band (1), described
Lower Unidirectional air inlet valve (601) be arranged on box waterproof skirtboard (5) top plate on, described lower one-way water outlet valve (401) peace
In the side wall of box waterproof skirtboard (5).
3. air-tightness steel bridge bearing waterproof construction according to claim 1 or 2, it is characterised in that described rubber water-proof
Band (1) upper surface sets galvanized steel plain sheet, and rubber fastening band (1) is fixed on armored concrete bucker (3) by fastening bolt (2)
Opening and steel bridge pier (10) on.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720274703.2U CN206706559U (en) | 2017-03-21 | 2017-03-21 | Air-tightness steel bridge bearing waterproof construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720274703.2U CN206706559U (en) | 2017-03-21 | 2017-03-21 | Air-tightness steel bridge bearing waterproof construction |
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Publication Number | Publication Date |
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CN206706559U true CN206706559U (en) | 2017-12-05 |
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ID=60469996
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CN201720274703.2U Expired - Fee Related CN206706559U (en) | 2017-03-21 | 2017-03-21 | Air-tightness steel bridge bearing waterproof construction |
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CN (1) | CN206706559U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107119555A (en) * | 2017-03-21 | 2017-09-01 | 中铁(贵州)市政工程有限公司 | Air-tightness steel bridge bearing waterproof construction |
-
2017
- 2017-03-21 CN CN201720274703.2U patent/CN206706559U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107119555A (en) * | 2017-03-21 | 2017-09-01 | 中铁(贵州)市政工程有限公司 | Air-tightness steel bridge bearing waterproof construction |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: 550029 Qishan resettlement site, HuChao Township, Gui'an New District, Guiyang City, Guizhou Province Patentee after: China Railway 17th Bureau Group Urban Construction Co.,Ltd. Address before: 550025 Qishan resettlement site, Gui'an New District, Guizhou Province Patentee before: CHINA RAILWAY (GUIZHOU) MUNICIPAL ENGINEERING Co.,Ltd. |
|
CP03 | Change of name, title or address | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171205 |
|
CF01 | Termination of patent right due to non-payment of annual fee |