CN202440787U - Riverway diversion device - Google Patents
Riverway diversion device Download PDFInfo
- Publication number
- CN202440787U CN202440787U CN2012200338620U CN201220033862U CN202440787U CN 202440787 U CN202440787 U CN 202440787U CN 2012200338620 U CN2012200338620 U CN 2012200338620U CN 201220033862 U CN201220033862 U CN 201220033862U CN 202440787 U CN202440787 U CN 202440787U
- Authority
- CN
- China
- Prior art keywords
- cofferdam
- riverway
- diversion
- construction
- mozzle
- 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 - Lifetime
Links
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 11
- 238000009435 building construction Methods 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
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Abstract
The utility model discloses a riverway diversion device, comprising a cofferdam, wherein a cofferdam diaphragm wall is arranged in the middle of the cofferdam; a diversion tube for communicating the upstream with the downstream is arranged on the cofferdam; and the diversion tube is provided with a gate which is installed at the upstream of the diversion tube. The flow rate of a riverway is limited in the dry season, and building construction can be performed in the range of the riverway in the dry season in case of isolating the limited water from the riverway and diverting the water to the downstream of a building construction area. According to the riverway diversion device provided by the utility model, the problem of river water diversion during cofferdam construction is solved by adopting the structure; and construction difficulty and construction efficiency are improved compared with a construction method that cofferdams are arranged at the upstream and the downstream and a diversion open channel is additionally arranged in the prior art.
Description
Technical field
The utility model relates to the guiding device in a kind of water resources and hydropower construction, particularly is applicable to a kind of river course guiding device of river closure construction.
Background technology
Water conservancy, hydroelectric project will be built building in the scope in river course, must block the river.The river that blocks behind the river must have outlet, otherwise, its barrage building that must destroy by rush of water.Before permanent parallel works does not form, can't carry out river closure, then can't carry out the construction of building in the scope in riverbed, the utility model can solve this difficult problem.
Summary of the invention
The utility model technical problem to be solved provides a kind of river course guiding device, can solve the river by the river problem of outlet after blocking, so that in the scope in river course, carry out building operations.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is: a kind of river course guiding device, comprise the cofferdam, and the middle part, cofferdam is provided with material for diaphragm wall of Cofferdam, and the cofferdam is provided with the mozzle that is communicated with upstream and downstream, and mozzle is provided with gate.
Described gate is installed in the upper reaches of mozzle.
Described mozzle top is provided with the antiseepage body, is provided with geomembrane in the antiseepage body.
Described geomembrane lower end is connected with the concrete that is cast in the mozzle top through screw rod.
The flow in dry season river course is limited, if isolate limited water and river course, and ejectment just can utilize the dry season to carry out building operations in the scope in riverbed to the downstream in building operations zone.
A kind of river course guiding device that the utility model provides is through adopting above-mentioned structure, the problem of river water conservancy diversion when having solved cofferdam construction; With establish the cofferdam in upstream and downstream in the prior art; And the job practices of establishing diversion canal in addition compares, and greatly reduces difficulty of construction, improved efficiency of construction.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the utility model is described further.
Fig. 1 is the cross section view of the utility model.
Fig. 2 is the partial enlarged drawing at A place among Fig. 1.
Fig. 3 is that B among Fig. 1 is to partial view.
Among the figure: gate 1, mozzle 2, antiseepage body 3, geomembrane 4 is crossed chute 5, screw rod 6, concrete seven, material for diaphragm wall of Cofferdam 8, cofferdam 9.
The specific embodiment
In Fig. 1, Fig. 2 and Fig. 3, a kind of river course guiding device comprises cofferdam 9, and 9 middle parts, cofferdam are provided with material for diaphragm wall of Cofferdam 8, and cofferdam 9 is provided with the mozzle 2 that is communicated with upstream and downstream, and mozzle 2 is provided with gate 1.In this example, mozzle 2 adopts steel pipe.
Described gate 1 is installed in the upper reaches of mozzle 2, adopts the lift-type Flat Sluice.
In Fig. 2, described mozzle 2 tops are provided with antiseepage body 3, are provided with geomembrane 4 in the antiseepage body 3.
Described geomembrane 4 lower ends are connected with the concrete seven that is cast in mozzle 2 tops through screw rod 6.Concrete adopts the C20 concrete, and screw rod 6 is embedded in the concrete, and one deck SR plasticity caulking material at first is installed on the screw rod 6, and geomembrane 4 is installed then, and channel-section steel is installed again, and is fastening with nut at last, and antiseepage body 3 is filled in geomembrane 4 both sides.
Embodiment:
Earlier carry out the cofferdam and fills, after the right bank section is filled completion, reserve in an opposite direction dike in the riverbed in river course, right side and wrap up in head, reserve the Long Kouchu boulder of jettisoninging and clash dike and wrap up in head protection, and carry out material for diaphragm wall of Cofferdam and construct from right bank.The left bank is carried out the cofferdam and is filled, and after the left bank section is filled completion, reserves in an opposite direction dike in the riverbed in river course, left side and wraps up in head, reserves the Long Kouchu boulder of jettisoninging and clash dike and wrap up in head protection, and carry out material for diaphragm wall of Cofferdam and construct.Left and right bank cofferdam also can be filled simultaneously, reserves the Longkou overcurrent in the river course.After treating that the water conservancy diversion steel pipe is installed (can cross in the chute 5 in the cofferdam on a left side or right side according to landform and install) completion, carry out river closure.Behind the river closure, river flows to the downstream of construction area through the water conservancy diversion steel pipe.
Before river course steel pipe water conservancy diversion is implemented, calculate the caliber of river course water conservancy diversion steel pipe, make it in certain period, can satisfy the river course streamflow according to hydrological data.
Claims (4)
1. a river course guiding device comprises cofferdam (9), and cofferdam (9) middle part is provided with material for diaphragm wall of Cofferdam (8), it is characterized in that: cofferdam (9) are provided with the mozzle (2) that is communicated with upstream and downstream, and mozzle (2) is provided with gate (1).
2. a kind of river course according to claim 1 guiding device is characterized in that: described gate (1) is installed in the upper reaches of mozzle (2).
3. a kind of river course according to claim 1 guiding device is characterized in that: described mozzle (2) top is provided with antiseepage body (3), is provided with geomembrane (4) in the antiseepage body (3).
4. a kind of river course according to claim 3 guiding device is characterized in that: described geomembrane (4) lower end is connected with the concrete (7) that is cast in mozzle (2) top through screw rod (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200338620U CN202440787U (en) | 2012-02-03 | 2012-02-03 | Riverway diversion device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200338620U CN202440787U (en) | 2012-02-03 | 2012-02-03 | Riverway diversion device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202440787U true CN202440787U (en) | 2012-09-19 |
Family
ID=46822241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200338620U Expired - Lifetime CN202440787U (en) | 2012-02-03 | 2012-02-03 | Riverway diversion device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202440787U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195071A (en) * | 2013-03-25 | 2013-07-10 | 浙江省隧道工程公司 | Riding-pipe steel plate earth core filling coefferdam structure and construction process thereof |
| CN104863085A (en) * | 2015-04-28 | 2015-08-26 | 成都迅德科技有限公司 | Guide wall adopting steel structure |
| CN105951857A (en) * | 2016-06-27 | 2016-09-21 | 中国电建集团成都勘测设计研究院有限公司 | Composite anti-seepage wall used in hydraulic cofferdam engineering and construction method thereof |
| CN109295916A (en) * | 2018-11-02 | 2019-02-01 | 中交第二航务工程勘察设计院有限公司 | A hose that can be used for river diversion and method of use |
-
2012
- 2012-02-03 CN CN2012200338620U patent/CN202440787U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195071A (en) * | 2013-03-25 | 2013-07-10 | 浙江省隧道工程公司 | Riding-pipe steel plate earth core filling coefferdam structure and construction process thereof |
| CN104863085A (en) * | 2015-04-28 | 2015-08-26 | 成都迅德科技有限公司 | Guide wall adopting steel structure |
| CN105951857A (en) * | 2016-06-27 | 2016-09-21 | 中国电建集团成都勘测设计研究院有限公司 | Composite anti-seepage wall used in hydraulic cofferdam engineering and construction method thereof |
| CN109295916A (en) * | 2018-11-02 | 2019-02-01 | 中交第二航务工程勘察设计院有限公司 | A hose that can be used for river diversion and method of use |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHINA GE ZHOU BA GROUP IS SECOND PROJECT CO., LTD. Free format text: FORMER NAME: GEZHOUBA GROUP NO.2 ENGINEERING CO.,LTD. |
|
| CP03 | Change of name, title or address |
Address after: 610015 Sichuan Province, Chengdu District of Qingyang City Industrial Development Zone (East) with the road No. 8 Building 10 Patentee after: China Ge Zhou Ba group is second project Co., Ltd. Address before: 443000 Hubei Province, Yichang city shiziling Road No. 1 Patentee before: Gezhouba Group No.2 Engineering Co., Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120919 |