CN206956749U - A kind of water-retaining structure of bridge construction - Google Patents
A kind of water-retaining structure of bridge construction Download PDFInfo
- Publication number
- CN206956749U CN206956749U CN201720724086.1U CN201720724086U CN206956749U CN 206956749 U CN206956749 U CN 206956749U CN 201720724086 U CN201720724086 U CN 201720724086U CN 206956749 U CN206956749 U CN 206956749U
- Authority
- CN
- China
- Prior art keywords
- water fender
- water
- deep
- sealing plate
- chip breaker
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of water-retaining structure of bridge construction,Including polylith water fender,And sealing plate of the cooperation between two pieces of adjacent water fenders,The both sides of the water fender are provided with the cell body for installing the sealing plate,The sealing plate is arranged between cell body described in both sides,The first deep-slotted chip breaker is horizontally arranged with the water fender,The second deep-slotted chip breaker is horizontally arranged with the top of the sealing plate,When the sealing plate coordinates the water fender,First deep-slotted chip breaker and second deep-slotted chip breaker are coaxially disposed,It is close left at the top of the water fender,Through hole is provided with right end positions,The through hole vertically runs through the water fender,Support bar is vertically installed in the through hole,Welding is provided with depression bar at the outer wall of the support bar,The depression bar is compressed in first deep-slotted chip breaker and second deep-slotted chip breaker；The present apparatus can reduce the set-up time, and without independent fixing seal plate, structure is relatively simple, have preferable sealing.
Description
Technical field
It the utility model is related to a kind of water-retaining structure of bridge construction.
Background technology
, it is necessary to carry out choked flow operation to river in bridge construction process, an anhydrous construction space is formed after choked flow,
Convenient to carry out Bridge Pier Construction, existing choked flow method mainly passes through water fender, but the sealing between polylith water fender compared with
Difference, when the depth of river is larger, the hydraulic pressure of river bed is larger, the easy seepage of current, causes construction ground internal water accumulation, it is necessary to using water pump
Continuation is drawn water, and wastes energy consumption.
Based on above mentioned problem, it is desirable to provide a kind of sealing is preferable, and installs the gear of simply and easily bridge construction
Water-bound.
Utility model content
It is preferable that technical problem to be solved in the utility model is to provide a kind of sealing, and installs simply and easily bridge
The water-retaining structure of beam construction.
The utility model is achieved through the following technical solutions：
A kind of water-retaining structure of bridge construction, including polylith water fender, and coordinate two pieces of adjacent water fenders it
Between sealing plate, the both sides of the water fender are provided with the cell body for installing the sealing plate, and the sealing plate is arranged on two
Between cell body described in side, the first deep-slotted chip breaker is horizontally arranged with the water fender, is horizontally arranged with the top of the sealing plate
Second deep-slotted chip breaker, when the sealing plate coordinates the water fender, first deep-slotted chip breaker and second deep-slotted chip breaker coaxially set
Put, through hole is provided with the close left and right end positions at the top of the water fender, the through hole vertically runs through the dash
Plate, support bar is vertically installed in the through hole, is welded at the outer wall of the support bar and be provided with depression bar, the depression bar pressure
System is in first deep-slotted chip breaker and second deep-slotted chip breaker.
Preferably, gasket seal is combined between the sealing plate and the cell body, the thickness of the gasket seal is
1mm-1.5mm the gasket seal is rubber sheet gasket.
Preferably, it is provided with the tip position of the support bar and beats block, it is described to beat block and the support bar
Welding is provided with polylith deep floor at outer wall.
Preferably, it is provided with reflective joint strip at the outer wall position for beating block.
Preferably, the front end face of the water fender is provided with plate, be combined between the plate and the water fender
Screw, set portion is provided with diagonally downward on the surface of the plate, be movably installed with auxiliary support bar in the set portion, pass through
Set auxiliary support bar to form effective support in side of the water fender away from river, increase the stress-bearing capability of water fender.
Preferably, welding is provided with the first deep floor between the support bar and the depression bar.
The beneficial effects of the utility model are：The present apparatus when in use, the choked flow of river can be realized by water fender, led to
Sealing can be formed between adjacent water fender by crossing sealing plate, and water fender and sealing plate can be realized by support bar and depression bar
Compacting, avoids producing gap between riverbed, it is ensured that the reliability of sealed bottom, and when installing, it is possible to reduce the set-up time,
Without independent fixing seal plate, the structure of the present apparatus is relatively simple, and has preferable sealing, and cost is more cheap, fits
Conjunction is promoted the use of.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is front view of the present utility model；
Fig. 2 is the side view of water fender；
Fig. 3 is the side view of sealing plate.
Embodiment
All features disclosed in this specification, or disclosed all methods or during the step of, except mutually exclusive
Feature and/or step beyond, can combine in any way.
This specification（Including any accessory claim, summary and accompanying drawing）Disclosed in any feature, except non-specifically chatting
State, can alternative features equivalent by other or with similar purpose replaced.I.e., unless specifically stated otherwise, each feature
It is an example in a series of equivalent or similar characteristics.
A kind of water-retaining structure of bridge construction as shown in Figure 1, Figure 2 and Figure 3, including polylith water fender 1, and coordinate
Sealing plate 2 between two pieces of adjacent water fenders 1, the both sides of the water fender 1 are provided with the installation sealing plate 2
Cell body 101, the sealing plate 2 are arranged between cell body 101 described in both sides, and the first arc is horizontally arranged with the water fender 1
Groove 102, the second deep-slotted chip breaker 201 is horizontally arranged with the top of the sealing plate 2, when the sealing plate 2 coordinates the water fender 1
When, first deep-slotted chip breaker 102 and second deep-slotted chip breaker 201 be coaxially disposed, in the close left and right of the top of water fender 1
Through hole is provided with end positions（It is not shown）, the through hole vertically runs through the water fender 1, vertically pacifies in the through hole
Equipped with support bar 3, welded at the outer wall of the support bar 3 and be provided with depression bar 301, the depression bar 301 is compressed on described first
In deep-slotted chip breaker 102 and second deep-slotted chip breaker 201.
A preferred embodiment in the utility model, sealing gasket is combined between the sealing plate 2 and the cell body 101
Piece（It is not shown）, gasket seal coordinates in the two sides of sealing plate, and the thickness of the gasket seal is 102mm, the sealing gasket
Piece is rubber sheet gasket.
A preferred embodiment in the utility model, it is provided with the tip position of the support bar 3 and beats block
311, the block 311 of beating is provided with polylith deep floor 312 with welding at the outer wall of the support bar 3.
A preferred embodiment in the utility model, reflection plaster is provided with the outer wall position for beating block 311
Bar 313.
A preferred embodiment in the utility model, the front end face of the water fender 1 is provided with plate 4, the plate
Screw 401 is combined between part 4 and the water fender 1, set portion 5 is provided with diagonally downward on the surface of the plate 4, described
Auxiliary support bar 6 is movably installed with set portion 5, by setting auxiliary support bar to be formed in side of the water fender away from river
Effective support, increase the stress-bearing capability of water fender.
A preferred embodiment in the utility model, between the support bar 3 and the depression bar 301 welding be provided with the
One deep floor 333.
The beneficial effects of the utility model are：The present apparatus when in use, the choked flow of river can be realized by water fender, led to
Sealing can be formed between adjacent water fender by crossing sealing plate, and water fender and sealing plate can be realized by support bar and depression bar
Compacting, avoids producing gap between riverbed, it is ensured that the reliability of sealed bottom, and when installing, it is possible to reduce the set-up time,
Without independent fixing seal plate, the structure of the present apparatus is relatively simple, and has preferable sealing, and cost is more cheap, fits
Conjunction is promoted the use of.
It is described above, only specific embodiment of the present utility model, but the scope of protection of the utility model is not limited to
In this, any change or replacement expected without creative work, should all cover within the scope of protection of the utility model.
Therefore, the scope of protection of the utility model should be determined by the scope of protection defined in the claims.
Claims (6)
- A kind of 1. water-retaining structure of bridge construction, it is characterised in that：Including polylith water fender, and coordinate adjacent described at two pieces Sealing plate between water fender, the both sides of the water fender are provided with the cell body for installing the sealing plate, the sealing plate Between cell body described in both sides, the first deep-slotted chip breaker is horizontally arranged with the water fender, it is horizontal at the top of the sealing plate To being provided with the second deep-slotted chip breaker, when the sealing plate coordinates the water fender, first deep-slotted chip breaker and second arc Groove is coaxially disposed, and is provided with through hole at the close left and right end positions at the top of the water fender, the through hole vertically runs through The water fender, support bar is vertically installed in the through hole, is welded at the outer wall of the support bar and be provided with depression bar, institute Depression bar is stated to be compressed in first deep-slotted chip breaker and second deep-slotted chip breaker.
- 2. the water-retaining structure of bridge construction according to claim 1, it is characterised in that：The sealing plate and the cell body Between be combined with gasket seal, the thickness of the gasket seal is 1mm-1.5mm, and the gasket seal is rubber sheet gasket.
- 3. the water-retaining structure of bridge construction according to claim 1, it is characterised in that：In the top position of the support bar The place of putting, which is provided with, beats block, and the block of beating is provided with polylith deep floor with welding at the outer wall of the support bar.
- 4. the water-retaining structure of bridge construction according to claim 3, it is characterised in that：In the outer wall position for beating block The place of putting is provided with reflective joint strip.
- 5. the water-retaining structure of bridge construction according to claim 1, it is characterised in that：In the front end face of the water fender Plate is provided with, screw is combined between the plate and the water fender, is provided with diagonally downward on the surface of the plate Set portion, auxiliary support bar is movably installed with the set portion.
- 6. the water-retaining structure of bridge construction according to claim 1, it is characterised in that：The support bar and the depression bar Between welding be provided with the first deep floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720724086.1U CN206956749U (en) | 2017-06-21 | 2017-06-21 | A kind of water-retaining structure of bridge construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720724086.1U CN206956749U (en) | 2017-06-21 | 2017-06-21 | A kind of water-retaining structure of bridge construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206956749U true CN206956749U (en) | 2018-02-02 |
Family
ID=61385932
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720724086.1U Expired - Fee Related CN206956749U (en) | 2017-06-21 | 2017-06-21 | A kind of water-retaining structure of bridge construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206956749U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323831A (en) * | 2020-10-26 | 2021-02-05 | 毛小广 | A double-walled cofferdam structure for hydraulic and hydroelectric engineering |
-
2017
- 2017-06-21 CN CN201720724086.1U patent/CN206956749U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323831A (en) * | 2020-10-26 | 2021-02-05 | 毛小广 | A double-walled cofferdam structure for hydraulic and hydroelectric engineering |
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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: 20180202 Termination date: 20180621 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |