CN203741786U - Novel steel dam gate side water stopping device - Google Patents
Novel steel dam gate side water stopping device Download PDFInfo
- Publication number
- CN203741786U CN203741786U CN201420094976.5U CN201420094976U CN203741786U CN 203741786 U CN203741786 U CN 203741786U CN 201420094976 U CN201420094976 U CN 201420094976U CN 203741786 U CN203741786 U CN 203741786U
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- China
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- side water
- water seal
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- type rubber
- pressing plate
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Abstract
A novel steel dam gate side water stopping device comprises gate walls, a gate body, a gate leaf, a P-type rubber side water seal, an L-type rubber side water seal, a P-type side water seal pressing plate, an L-type side water seal pressing plate and a side water seal bolt pair, wherein the gate body is installed between the gate walls, and the gate leaf, the P-type rubber side water seal, the L-type rubber side water seal, the P-type side water seal pressing plate, the L-type side water seal pressing plate and the side water seal bolt pair are connected with the gate body into a whole. The L-type rubber side water seal and the P-type rubber side water seal are installed on the upper face and the lower face of the gate leaf respectively. The corresponding L-type side water seal pressing plate is installed on the upper face of the L-type rubber side water seal. The corresponding P-type side water seal pressing plate is installed on the lower face of the P-type rubber side water seal. The L-type rubber side water seal and the P-type rubber side water seal are fastened to the gate leaf with the side water seal bolt pair through the L-type side water seal pressing plate and the P-type side water seal pressing plate. According to the novel steel dam gate side water stopping device, the water stopping mode with the combination between the L-type rubber side water seal and the P-type rubber side water seal is adopted, the dual water stopping function can be achieved, the water stopping effect is multiplied compared with an existing water stopping structure only with the P-type rubber side water seal, and the novel water stopping structure is high in cost performance, simple in construction and convenient to maintain.
Description
Technical field
The utility model relates to the steel dam anchor gate technical field that Hydraulic and Hydro-Power Engineering, civic landscape engineering are used, and particularly relates to a kind of novel steel dam anchor gate side antipriming.
Background technology
Steel dam anchor gate is with a kind of novel, attractive in appearance, practical, when operation, rising can retaining, fell is can drain off floodwaters extensively to be adopted by civic landscape, along with the development of China's water conservancy, structure design and installation requirement to steel dam anchor gate sealing are more and more higher, this new lock type, ununified specification also in industry.Steel dam anchor gate side sealing mostly adopted single P type structure rubber side seal sealing in the past, after engineering operation, due to the impact of various factors, often do not reach desirable stagnant water effect, operation a period of time just there will be drainage in various degree, and serious meeting causes the embedded part of gate vibration limits gate, maintenance difficult, affect landscape effect, bring very big inconvenience to site administrator.
Utility model content
The technical problems to be solved in the utility model is, a kind of stagnant water effect multiplication is provided, and construction is simple, novel steel dam anchor gate side antipriming easy to maintenance.
The technical scheme adopting is:
A kind of novel steel dam anchor gate side antipriming, the gate flap, the water seal of P type rubber side, the water seal of L-type rubber side, P type side seal pressing plate, L-type side seal pressing plate and the side seal bolt pair that comprise lock wall, be contained in sluice gate body between lock wall, connect as one with sluice gate body.Described L-type rubber side water seal and the water seal of P type rubber side be arranged on respectively gate flap above and below, corresponding L-type side seal pressing plate is housed above the water seal of described L-type rubber side, corresponding P type side seal pressing plate is housed below the water seal of P type rubber side, by L-type side seal pressing plate and P type side seal pressing plate, and the water seal of L-type rubber side and the water seal of P type rubber side are fastened on gate flap with side seal bolt pair.
All screws in above-mentioned L-type rubber side water seal and the water seal of P type rubber side are punching, the little 1mm of the diameter of bolt that its diameter adopts.
Above-mentioned L-type rubber side water seal and the rubber side water seal of P type and the assembling of lock wall should ensure at least decrement of 3mm.
The sealing pattern that the utility model adopts L-type rubber side water seal and the water seal of P type rubber side to combine, can play the effect of dual sealing, and more former water-stopping structure is only with the water seal of P type rubber side, stagnant water effect multiplication, this Novel water-stop structure cost performance is high, and construction is simple, easy to maintenance.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
A kind of novel steel dam anchor gate side antipriming, the gate flap 3, P type rubber side water seal 7, L-type rubber side water seal 6, P type side seal pressing plate 8, L-type side seal pressing plate 4 and the side seal bolt pair 5 that comprise lock wall 1, be contained in sluice gate body 2 between lock wall, connect as one with sluice gate body.Described L-type rubber side water seal 6 and P type rubber side water seal 7 be arranged on respectively gate flap 3 above and below, corresponding L-type side seal pressing plate 4 is equipped with in described L-type rubber side water seal 6 above, corresponding P type side seal pressing plate 8 is equipped with in P type rubber side water seal 7 below, by L-type side seal pressing plate 4 and P type side seal pressing plate 8, and L-type rubber side water seal 6 and P type rubber side water seal 7 are fastened on gate flap 3 with side seal bolt pair 5, all screws in the water seal of described L-type rubber side and the water seal of P type rubber side are punching, the little 1mm of the diameter of bolt that its diameter adopts, ensure seamless, make embedded part bolt not be subject to cavitation erosion.The water seal of L-type rubber side and the rubber side water seal of P type and the assembling of lock wall should ensure at least decrement of 3mm, ensure steel dam anchor gate side stagnant water effect, a kind of novel steel dam anchor gate side antipriming of described formation.
Claims (3)
1. a novel steel dam anchor gate side antipriming, comprise lock wall (1), be contained in the sluice gate body (2) between lock wall, the gate flap (3) connecting as one with sluice gate body, P type rubber side water seal (7), L-type rubber side water seal (6), P type side seal pressing plate (8), L-type side seal pressing plate (4) and side seal bolt pair (5), it is characterized in that described L-type rubber side water seal (6) and P type rubber side water seal (7) be arranged on respectively gate flap (3) above with below, corresponding L-type side seal pressing plate (4) is equipped with in described L-type rubber side water seal (6) above, corresponding P type side seal pressing plate (8) is equipped with in P type rubber side water seal (7) below, by L-type side seal pressing plate (4) and P type side seal pressing plate (8), and L-type rubber side water seal (6) and P type rubber side water seal (7) are fastened on gate flap (3) with side seal bolt pair (5).
2. the novel steel dam anchor gate side of one according to claim 1 antipriming, is characterized in that all screws in described L-type rubber side water seal (6) and P type rubber side water seal (7) are punching, the little 1mm of the diameter of bolt that its diameter adopts.
3. the novel steel dam anchor gate side of one according to claim 1 antipriming, is characterized in that described L-type rubber side water seal (6) and P type rubber side water seal (7) and lock wall (1) assembling should ensure at least decrement of 3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420094976.5U CN203741786U (en) | 2014-03-04 | 2014-03-04 | Novel steel dam gate side water stopping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420094976.5U CN203741786U (en) | 2014-03-04 | 2014-03-04 | Novel steel dam gate side water stopping device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203741786U true CN203741786U (en) | 2014-07-30 |
Family
ID=51341607
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420094976.5U Expired - Fee Related CN203741786U (en) | 2014-03-04 | 2014-03-04 | Novel steel dam gate side water stopping device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203741786U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525597A (en) * | 2016-01-14 | 2016-04-27 | 中国电建集团贵阳勘测设计研究院有限公司 | Improved method and structure for water stop of V-shaped bottom of surface hole radial gate |
| CN105951686A (en) * | 2016-06-28 | 2016-09-21 | 中国水利水电夹江水工机械有限公司 | Water seal device for gate |
| CN106192930A (en) * | 2016-07-21 | 2016-12-07 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of elastic water sealed device of down-the-hole plane gate two-way water stop vibration damping |
| CN106677138A (en) * | 2017-03-01 | 2017-05-17 | 黄河水利职业技术学院 | Pointer type co-disk rotary opening and closing hollow steel gate |
| CN106930248A (en) * | 2015-12-29 | 2017-07-07 | 江河机电装备工程有限公司 | Stop envelope in two-way water stop side |
| CN107558449A (en) * | 2017-10-11 | 2018-01-09 | 中国电建集团贵阳勘测设计研究院有限公司 | Bidirectional water stopping device for surface hole arc door |
-
2014
- 2014-03-04 CN CN201420094976.5U patent/CN203741786U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930248A (en) * | 2015-12-29 | 2017-07-07 | 江河机电装备工程有限公司 | Stop envelope in two-way water stop side |
| CN105525597A (en) * | 2016-01-14 | 2016-04-27 | 中国电建集团贵阳勘测设计研究院有限公司 | Improved method and structure for water stop of V-shaped bottom of surface hole radial gate |
| CN105951686A (en) * | 2016-06-28 | 2016-09-21 | 中国水利水电夹江水工机械有限公司 | Water seal device for gate |
| CN106192930A (en) * | 2016-07-21 | 2016-12-07 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of elastic water sealed device of down-the-hole plane gate two-way water stop vibration damping |
| CN106192930B (en) * | 2016-07-21 | 2018-07-17 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of elastic water sealed device of down-the-hole plane gate two-way water stop vibration damping |
| CN106677138A (en) * | 2017-03-01 | 2017-05-17 | 黄河水利职业技术学院 | Pointer type co-disk rotary opening and closing hollow steel gate |
| CN106677138B (en) * | 2017-03-01 | 2019-06-21 | 黄河水利职业技术学院 | Pointer type opens and closes hollow steel-slag sand with disc spins |
| CN107558449A (en) * | 2017-10-11 | 2018-01-09 | 中国电建集团贵阳勘测设计研究院有限公司 | Bidirectional water stopping device for surface hole arc door |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140730 Termination date: 20150304 |
|
| EXPY | Termination of patent right or utility model |