CN201254712Y - Combination water baffle for check dam - Google Patents

Combination water baffle for check dam Download PDF

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Publication number
CN201254712Y
CN201254712Y CNU2008201878051U CN200820187805U CN201254712Y CN 201254712 Y CN201254712 Y CN 201254712Y CN U2008201878051 U CNU2008201878051 U CN U2008201878051U CN 200820187805 U CN200820187805 U CN 200820187805U CN 201254712 Y CN201254712 Y CN 201254712Y
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CN
China
Prior art keywords
splint
plate
front plate
rear plate
drag
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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
Application number
CNU2008201878051U
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Chinese (zh)
Inventor
宋玉田
徐运海
纪伟仁
耿灵生
田志刚
袁前盛
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Individual
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Individual
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Publication date
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Priority to CNU2008201878051U priority Critical patent/CN201254712Y/en
Application granted granted Critical
Publication of CN201254712Y publication Critical patent/CN201254712Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a combined breakwater used for a water dam, which is characterized in that a front splint(1) and a rear splint(2) are provided, reinforced ribs (3) and connecting ribs(4) are respectively arranged on the front splint(1) and the rear splint(2), so the front splint and the rear splint are structured into a sandwich frame as a whole body. A base(5) is respectively arranged on the bottom of the front splint(1) and the rear splint(2), an engaging lug(7) is respectively arranged on two sides thereof, a cable ring(9) is arranged on the front splint(1) and the rear splint(2) and is connected with a cable(10). The front splint (1) and the rear splint(2) are made of steel, high strength plastic plate or concrete precast slab, the reinforced ribs (3) and the connecting ribs(4) use channel steel or joist steel. The utility model has the advantages that the structure is novel, the assembly and production is convenient, the breakwater can be applied in the water dam of reservoirs, rivers and ponds conveniently, the installation is easy, the breakwater can save time and labor, is reliable and durable and can save earthworks greatly.

Description

Check dam combined type watertight shutter
Technical field
The utility model relates to the technical field of reservoir, river and pond check dam, particularly a kind of check dam combined type watertight shutter.
Background technology
At present, the check dam in reservoir, river and pond all is to adopt a large amount of cubic metre of earth and stone and concrete constructions check dam, and the duration is normal, materials are many and use a large amount of labours.Application number discloses a kind of " anti-flood water blocking plate " for the patent application of " 200610025336.9 ", and this patent application is only applicable to the dash of occasions such as pumping plant, Sewage Plant, small reservoir and complex structure.
Summary of the invention
The purpose of this utility model provides a kind of check dam combined type watertight shutter that check dam is formed in reservoir, river and pond of being convenient to.The technical solution of the utility model is such: the utility model is provided with front plate and rear plate, be respectively equipped with reinforcing rib on front plate and the rear plate, and there is dowel to connect between front plate and the rear plate, whole formation one interlayer framework, the bottom of front plate and rear plate is respectively equipped with base, and have fixing hole on the base, the both sides of front plate and rear plate are respectively equipped with engaging lug, and engaging lug is provided with slotted eye, front plate and rear plate are provided with the drag-line ring, the drag-line ring connects a drag-line, and the other end of drag-line is provided with fixedly pricker, and drag-line is by regulating very heavy fusing.Front plate in the utility model and rear plate adopt steel plate, high-intensity plastic plate or cement pre-fabricated panel to make, and reinforcing rib and dowel adopt channel-section steel or i iron.
The utility model advantage is: novel structure, and be convenient to assemble and produce, it is convenient to use in the checkdam in reservoir, river and pond, easily installation, time saving and energy saving, durable in use and a large amount of saving cubic metres of earth and stone.
Description of drawings
Accompanying drawing is a structural representation of the present utility model.
Among the figure, 1, front plate, 2, rear plate, 3, reinforcing rib, 4, dowel, 5, base, 6, fixing hole, 7, engaging lug, 8, slotted eye, 9, the drag-line ring, 10, drag-line, 11, fixing pricker, 12, regulate very heavy.
The specific embodiment
With reference to accompanying drawing, the utility model is provided with front plate 1 and rear plate 2, be respectively equipped with reinforcing rib 3 on front plate 1 and the rear plate 2, and there is dowel 4 to connect between front plate 1 and the rear plate 2, whole formation one interlayer framework, reinforcing rib 3 and dowel 4 are welding or are screwed on front plate 1 and rear plate 2, the bottom of front plate 1 and rear plate 2 is respectively equipped with base 5, and have fixing hole 6 on the base 5, the both sides of front plate 1 and rear plate 2 are respectively equipped with engaging lug 7, and engaging lug 7 is provided with slotted eye 8, front plate 1 and rear plate 2 are provided with drag-line ring 9, drag-line ring 9 connects a drag-line 10, and the other end of drag-line 10 is provided with fixedly pricker 11, and drag-line 9 fuses by regulating very heavy 12.Front plate 1 in the utility model and rear plate 2 adopt steel plate, high-intensity plastic plate or cement pre-fabricated panel to make, and reinforcing rib 3 and dowel 4 adopt channel-section steel or i iron.
During use, dig the teeth groove ground in the position of choosing and do the water seepage prevention processing, the interlayer framework of front plate 1 and rear plate 2 formations is placed in the teeth groove, by the slotted eye 8 usefulness bolts on the engaging lug 7 of front plate 1 and the setting of rear plate 2 both sides a plurality of same interlayer framework disjunctors are in the same place, with drill rod by the fixing hole 6 on the base 5 with the bottom of interlayer frame fixation at the teeth groove ground, fixedly pricker 11 places in rock or the soil matrix, the balance that utilization adjusting very heavy 12 is regulated the interlayer framework of front plates 1 and rear plate 2 formations by drag-line 10 is also stablized, with soil teeth groove is tamped, tamp the interlayer of front plate 1 and rear plate 2 then with concrete, make it to constitute firm checkdam.

Claims (3)

1. check dam combined type watertight shutter, it is characterized in that being provided with front plate (1) and rear plate (2), be respectively equipped with reinforcing rib (3) on front plate (1) and the rear plate (2), and there is dowel (4) to connect between front plate (1) and the rear plate (2), make it the whole interlayer framework that constitutes, reinforcing rib (3) and dowel (4) are welding or are screwed on front plate (1) and rear plate (2), the bottom of front plate (1) and rear plate (2) is respectively equipped with base (5), and have fixing hole (6) on the base (5), the both sides of front plate (1) and rear plate (2) are respectively equipped with engaging lug (7), and engaging lug (7) is provided with slotted eye (8), and front plate (1) and rear plate (2) are provided with drag-line ring (9).
2, according to the said check dam of claim 1 combined type watertight shutter, it is characterized in that drag-line ring (9) connects a drag-line (10), the other end of drag-line (10) is provided with fixedly pricker (11), and drag-line (9) very heavy by regulating (12) fuses.
3, according to claim 1 or 2 said check dam combined type watertight shutters, it is characterized in that said front plate (1) and rear plate (2) adopt steel plate, high-intensity plastic plate or cement pre-fabricated panel to make, reinforcing rib (3) and dowel (4) adopt channel-section steel or i iron.
CNU2008201878051U 2008-08-14 2008-08-14 Combination water baffle for check dam Expired - Fee Related CN201254712Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201878051U CN201254712Y (en) 2008-08-14 2008-08-14 Combination water baffle for check dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201878051U CN201254712Y (en) 2008-08-14 2008-08-14 Combination water baffle for check dam

Publications (1)

Publication Number Publication Date
CN201254712Y true CN201254712Y (en) 2009-06-10

Family

ID=40738030

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201878051U Expired - Fee Related CN201254712Y (en) 2008-08-14 2008-08-14 Combination water baffle for check dam

Country Status (1)

Country Link
CN (1) CN201254712Y (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587326A (en) * 2011-01-11 2012-07-18 郑勤民 Leak-proof reinforced prefabricated part of flood control dam
CN104452681A (en) * 2014-12-17 2015-03-25 天津大学前沿技术研究院有限公司 Hydraulic automatic-control water retaining dam with stay ropes
CN106351182A (en) * 2016-11-01 2017-01-25 中国电建集团贵阳勘测设计研究院有限公司 Novel high-scour-resistance ladle concrete dam and construction method
CN106436639A (en) * 2016-09-22 2017-02-22 杭州中车车辆有限公司 Water retaining dam mechanism
CN108316240A (en) * 2018-03-22 2018-07-24 自贡市金土地科技有限公司 A kind of component that can quickly form disaster relief dike
CN109667240A (en) * 2017-10-17 2019-04-23 约尔格-米夏埃尔·施泰因哈特 For in the device for blocking wall elements used in the device of water and for blocking water
CN114396025A (en) * 2022-02-25 2022-04-26 黄河勘测规划设计研究院有限公司 Tensioning method of large-span vertical lifting type plane maintenance gate

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587326A (en) * 2011-01-11 2012-07-18 郑勤民 Leak-proof reinforced prefabricated part of flood control dam
CN102587326B (en) * 2011-01-11 2015-12-02 郑勤民 Leakage-proof reinforced prefabricated member for flood control dam
CN104452681A (en) * 2014-12-17 2015-03-25 天津大学前沿技术研究院有限公司 Hydraulic automatic-control water retaining dam with stay ropes
CN106436639A (en) * 2016-09-22 2017-02-22 杭州中车车辆有限公司 Water retaining dam mechanism
CN106351182A (en) * 2016-11-01 2017-01-25 中国电建集团贵阳勘测设计研究院有限公司 Novel high-scour-resistance ladle concrete dam and construction method
CN109667240A (en) * 2017-10-17 2019-04-23 约尔格-米夏埃尔·施泰因哈特 For in the device for blocking wall elements used in the device of water and for blocking water
CN108316240A (en) * 2018-03-22 2018-07-24 自贡市金土地科技有限公司 A kind of component that can quickly form disaster relief dike
CN114396025A (en) * 2022-02-25 2022-04-26 黄河勘测规划设计研究院有限公司 Tensioning method of large-span vertical lifting type plane maintenance gate

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090610

Termination date: 20100814