CN206418511U - A kind of water conservancy construction cofferdam reinforcement structure - Google Patents
A kind of water conservancy construction cofferdam reinforcement structure Download PDFInfo
- Publication number
- CN206418511U CN206418511U CN201621351483.0U CN201621351483U CN206418511U CN 206418511 U CN206418511 U CN 206418511U CN 201621351483 U CN201621351483 U CN 201621351483U CN 206418511 U CN206418511 U CN 206418511U
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- China
- Prior art keywords
- beam column
- thick stick
- support beam
- supporting lever
- undertaking
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Abstract
The utility model discloses a kind of water conservancy construction cofferdam reinforcement structure, including support beam column, the outside of support beam column is equipped with position-arresting disk close to the position at two ends, and the two ends of support beam column are also equipped with connects bayonet socket, the inner side of connects bayonet socket is provided with the first undertaking thick stick by the first bolt, both sides of the position-arresting disk away from side in the middle part of support beam column are equipped with contiguous block, side supporting lever is movably installed with the inside of contiguous block, the one end of side supporting lever away from contiguous block passes through the 5th inner side for being bolted to the first undertaking thick stick.The utility model passes through in side supporting lever of the two ends of support beam column by contiguous block activity installation, so that the support beam column in the cofferdam reinforcement structure, effective support can be carried out to multiple points simultaneously, the demand to supporting beam column can effectively be reduced, the construction space inside cofferdam can effectively be increased, while also having reached the purpose of reduction construction cost.
Description
Technical field
The utility model is related to water conservancy construction technical field, specially a kind of water conservancy construction cofferdam reinforcement structure.
Background technology
At present, in bridge foundation construction, when bridge pier, multiply stylobate plinth below the earth's surface water level when, in order to prevent water
Position is built, it is necessary to build various forms of enclose according to situations such as local environment, physical features, material into building with soil
Weir, it is conventional to enclose inner support frame, purpose when being carried out strengthening fixed with steel plate pilework to cofferdam at present during cofferdam construction
It is, in order to prevent steel sheet pile from being deformed in the case of high hydraulic pressure, inner support frame to be enclosed used in current cofferdam construction, its
Cross-brace is generally only a metal cylinder, and each metal cylinder is merely able to play a point on framework the work of support
With, thus set up enclose inner support frame when, it is necessary to the metal cylinder used is more, greatly occupy the space in cofferdam,
It is not only that cofferdam interior construction brings inconvenience, while also add the cost using construction.
Utility model content
The purpose of this utility model is to provide a kind of water conservancy construction cofferdam reinforcement structure possess stability height, take
Few and reduction construction cost the advantage in space, solves cofferdam ruggedized construction occupancy construction space when setting up in the prior art many
And the problem of increase construction cost.
To achieve the above object, the utility model provides following technical scheme：
A kind of water conservancy construction cofferdam reinforcement structure, including support beam column, the outside of the support beam column is close to two ends
Position is equipped with position-arresting disk, and the two ends of support beam column are also equipped with connects bayonet socket, and the inner side of the connects bayonet socket passes through first
Bolt passes through between being provided with the two ends of the first undertaking thick stick on the inside of the first undertaking thick stick, the support beam column two ends connects bayonet socket
Connector is provided with the second undertaking thick stick, and the second bolt phase is passed through between the connector and the first undertaking thick stick and the second undertaking thick stick
It is fixed, supporting lever is provided with by the 3rd bolt between the two ends of the two ends of the first undertaking thick stick and the second undertaking thick stick, institute
State both sides of the position-arresting disk away from side in the middle part of support beam column and be equipped with contiguous block, by the between the contiguous block and support beam column
Four bolts are mutually fixed, and side supporting lever, the described one end of side supporting lever away from contiguous block are movably installed with the inside of the contiguous block
By the 5th inner side for being bolted to the first undertaking thick stick, the middle part of the side supporting lever is provided with retainer ring, and the retainer ring is leaned on
The side of nearly support beam column is provided with limited post, and the one end of the limited post away from side supporting lever is fixed on support beam column.
It is preferred that, the connector includes limited block, and the fixture block that limited block both sides are set, and the limited block is Mitsubishi
Rod structure, the cross section of its limited block is isosceles right triangle structure.
It is preferred that, set between the two ends of the support beam column and the first undertaking thick stick for vertical stratification.
It is preferred that, isosceles triangular structure is constituted between the supporting lever and the first undertaking thick stick and the second undertaking thick stick, it is described
The two ends of supporting lever and first accept thick stick and second accept thick stick between junction position to distance between connector be 90-120
Centimetre.
It is preferred that, it is mutually perpendicular between the limited post and support beam column.
Compared with prior art, the beneficial effects of the utility model are as follows：
1st, the utility model passes through in side supporting lever of the two ends of support beam column by contiguous block activity installation so that this encloses
Multiple points can be carried out effective support simultaneously, can effectively reduced to support beam by the support beam column in the reinforcement structure of weir
The demand of post, can effectively increase the construction space inside cofferdam, while the purpose of reduction construction cost has also been reached, and
And, coordinate the limited post installed between the position-arresting disk set on support beam column and side supporting lever and support beam column, Neng Gouyou
The offside supporting lever of effect is fixed so that the stability of the reinforcement structure is greatly improved, and effect solves existing skill
The problem of cofferdam ruggedized construction takes more than construction space when setting up and increases construction cost in art.
Brief description of the drawings
Fig. 1 is the utility model overlooking the structure diagram；
Fig. 2 is the utility model connector dimensional structure diagram.
In figure：Thick stick, 6 connectors, 61 folders are accepted in 1 support beam column, 2 position-arresting disks, 3 connects bayonet sockets, 4 first bolts, 5 first
Thick stick, 8 second bolts, 9 the 3rd bolts, 10 supporting levers, 11 the 4th bolts, 12 contiguous blocks, 13 sides are accepted in block, 62 limited blocks, 7 second
Supporting lever, 14 the 5th bolts, 15 retainer rings, 16 limited posts.
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 obtained, belongs to the scope of the utility model protection.
Fig. 1-2, a kind of water conservancy construction cofferdam reinforcement structure, including support beam column 1 are referred to, the outside of beam column 1 is supported
Position close to two ends is equipped with position-arresting disk 2, and the two ends of support beam column 1 are also equipped with connects bayonet socket 3, connects bayonet socket 3 it is interior
Side is provided with the first undertaking thick stick 5 by the first bolt 4, supports and is set between the two ends of beam column 1 and the first undertaking thick stick 5 for vertical stratification
Put, being provided with second by connector 6 between the two ends of the first undertaking thick stick 5 of the inner side of 1 two ends connects bayonet socket of support beam column 3 holds
Thick stick 7 is connect, is mutually fixed by the second bolt 8 between connector 6 and the first undertaking undertaking thick stick 7 of thick stick 5 and second, connector 6 includes
Limited block 62, and the fixture block 61 that the both sides of limited block 62 are set, limited block 62 are Mitsubishi's rod structure, the cross section of its limited block 62
For isosceles right triangle structure, the 3rd bolt 9 is passed through between the two ends of the first undertaking thick stick 5 and the two ends of the second undertaking thick stick 7
Supporting lever 10 is installed, supporting lever 10 and first is accepted between thick stick 5 and second accepts thick stick 7 and constitutes isosceles triangular structure, supports
The two ends of thick stick 10 and first accept thick stick 5 and second accept thick stick 7 between junction position to distance between connector 6 be 90-120
Centimetre, both sides of the position-arresting disk 2 away from support beam column 1 middle part side are equipped with contiguous block 12, between contiguous block 12 and support beam column 1
Mutually fixed by the 4th bolt 11, the inner side of contiguous block 12 is movably installed with side supporting lever 13, and side supporting lever 13 is away from contiguous block
12 one end is fixed on the inner side of the first undertaking thick stick 5 by the 5th bolt 14, and the middle part of side supporting lever 13 is provided with retainer ring 15, Gu
Determine ring 15 and limited post 16 is installed close to the side of support beam column 1, the one end of limited post 16 away from side supporting lever 13 is fixed on branch
Support on beam column 1, be mutually perpendicular between limited post 16 and support beam column 1, retainer ring 15 is structure as a whole with side supporting lever 13.
The utility model passes through in side supporting lever 13 of the two ends of support beam column 1 by the activity installation of contiguous block 12 so that
Multiple points can be carried out effective support simultaneously, can effectively reduced to branch by the support beam column 1 in the cofferdam reinforcement structure
The demand of beam column 1 is supportted, can effectively increase the construction space inside cofferdam, while also having reached the mesh of reduction construction cost
, also, coordinate installed on support beam column 1 between the position-arresting disk 2 that sets and side supporting lever 13 and support beam column 1 spacing
Post 16, effectively offside supporting lever 13 can be fixed so that the stability of the reinforcement structure is greatly improved, effect
Solve the problem of cofferdam ruggedized construction takes more than construction space when setting up and increases construction cost in the prior art.
The water conservancy construction cofferdam reinforcement structure, in use, workmen first accepts thick stick 5 and second by first accepts thick stick 7
The inner side of steel sheet pile is installed to, and will be entered between the two ends of the first undertaking thick stick 5 and the two ends of the second undertaking thick stick 7 by connector 6
Row is fixed, and then contiguous block 12 is installed on support beam column 1 again, and support beam column 1 is fixed on into first by connects bayonet socket 3 holds
The inner side of thick stick 5 is connect, the side supporting lever 13 that the activity of the inner side of contiguous block 12 is installed, expansion, and simultaneously by side supporting lever 13 away from even
The one end for connecing block 12 is fixed on the inner side of the first undertaking thick stick 5, and makes the first undertaking thick stick 5, supports between beam column 1 and side supporting lever 13
Triangle structure, then limited post 16 is installed between retainer ring 15 and support beam column 1, you can.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of water conservancy construction cofferdam reinforcement structure, including support beam column (1), it is characterised in that：The support beam column (1)
Outside is equipped with position-arresting disk (2) close to the position at two ends, and the two ends of support beam column (1) are also equipped with connects bayonet socket (3), described
The inner side of connects bayonet socket (3) is provided with the first undertaking thick stick (5), support beam column (1) two ends connection card by the first bolt (4)
The second undertaking thick stick (7), the connection are provided with by connector (6) between the two ends of the first undertaking thick stick (5) on the inside of mouth (3)
Mutually fixed by the second bolt (8) between part (6) and the first undertaking thick stick (5) and the second undertaking thick stick (7), described first accepts thick stick
(5) supporting lever (10) is provided with by the 3rd bolt (9) between two ends and the two ends of the second undertaking thick stick (7), it is described spacing
Both sides of the disk (2) away from side in the middle part of support beam column (1) are equipped with contiguous block (12), the contiguous block (12) and support beam column
(1) mutually fixed by the 4th bolt (11) between, side supporting lever (13) is movably installed with the inside of the contiguous block (12), it is described
The one end of side supporting lever (13) away from contiguous block (12) is fixed on the inner side of the first undertaking thick stick (5), institute by the 5th bolt (14)
The middle part for stating side supporting lever (13) is provided with retainer ring (15), and the retainer ring (15) is provided with close to the side of support beam column (1)
Limited post (16), the one end of the limited post (16) away from side supporting lever (13) is fixed on support beam column (1).
2. a kind of water conservancy construction cofferdam reinforcement structure according to claim 1, it is characterised in that：The connector (6)
Including limited block (62), and the fixture block (61) that limited block (62) both sides are set, the limited block (62) is Mitsubishi's rod structure, its
The cross section of limited block (62) is isosceles right triangle structure.
3. a kind of water conservancy construction cofferdam reinforcement structure according to claim 1, it is characterised in that：The support beam column
(1) two ends and first are set between accepting thick stick (5) for vertical stratification.
4. a kind of water conservancy construction cofferdam reinforcement structure according to claim 1, it is characterised in that：The supporting lever (10)
Constitute isosceles triangular structure between the first undertaking thick stick (5) and the second undertaking thick stick (7), the two ends of the supporting lever (10) and the
One accept thick stick (5) and second accept the position of junction between thick stick (7) to distance between connector (6) be 90-120 centimetres.
5. a kind of water conservancy construction cofferdam reinforcement structure according to claim 1, it is characterised in that：The limited post (16)
It is mutually perpendicular between support beam column (1), the retainer ring (15) is structure as a whole with side supporting lever (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621351483.0U CN206418511U (en) | 2016-12-10 | 2016-12-10 | A kind of water conservancy construction cofferdam reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621351483.0U CN206418511U (en) | 2016-12-10 | 2016-12-10 | A kind of water conservancy construction cofferdam reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206418511U true CN206418511U (en) | 2017-08-18 |
Family
ID=59575196
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621351483.0U Expired - Fee Related CN206418511U (en) | 2016-12-10 | 2016-12-10 | A kind of water conservancy construction cofferdam reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206418511U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113266027A (en) * | 2021-05-11 | 2021-08-17 | 湖南长坤建设有限公司 | Assembled high-load cofferdam for water conservancy construction and use method thereof |
-
2016
- 2016-12-10 CN CN201621351483.0U patent/CN206418511U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113266027A (en) * | 2021-05-11 | 2021-08-17 | 湖南长坤建设有限公司 | Assembled high-load cofferdam for water conservancy construction and use 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: 20170818 Termination date: 20171210 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |