CN203514269U - Sinking type plane vertical lifting steel gate - Google Patents
Sinking type plane vertical lifting steel gate Download PDFInfo
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- CN203514269U CN203514269U CN201320513732.1U CN201320513732U CN203514269U CN 203514269 U CN203514269 U CN 203514269U CN 201320513732 U CN201320513732 U CN 201320513732U CN 203514269 U CN203514269 U CN 203514269U
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Abstract
The utility model relates to the technical field of gates in water conservancy projects, in particular to a sinking type plane vertical lifting steel gate. A door chamber is arranged below a base plate of a gate chamber, the bottoms of door grooves extend to the bottom of the door chamber, the tops of the door grooves extend to the top of the gate chamber and when the gate is opened, a door leaf sinks into the door chamber along the door grooves. A cover plate is arranged at the top of the door leaf, a hoist oil cylinder is arranged inside a door body, one end of a piston rod of a hoist is fixed to a hoist frame at the tops of the door grooves, the top of the door leaf is provided with a top water retaining ring and the bottom of the cover plate and the bottom of the door leaf are respectively provided with a bottom water retaining ring. The sinking type plane vertical lifting steel gate is simple to operate, reliable in running, novel in structure, capable of controlling flood and retaining water, capable of effectively preventing sediment accumulation, free of accessory buildings, free of limitation of the navigation height, transparent in space and prone to being harmonious with the surrounding environment. Moreover, when the gate is opened locally, an artificial water fall can be formed and a certain landscape effect is achieved.
Description
[technical field]
The utility model relates to the gate technical field in hydraulic engineering, and specifically a kind of sunk type plane is gone straight up to steel gate.
[background technology]
Hydraulic steel gate is one of important component part of hydraulic structure, it is the aperture of containment building as required, also can be all or the local aperture of opening, be used for regulating inside and outside stream stage and flow, thereby obtain the benefits such as flood control, irrigation and navigation, the maintenance that also can be related building and equipment simultaneously provides necessary condition.Gate is arranged on the throat thoroughfares such as entery and delivery port of water intaking conveyance structure conventionally, by gate flexibility and reliability the safety that opens and closes to bring into play their function and benefit and safeguard building.
Hydraulic steel gate of a great variety, sorting technique is also a lot, according to the structural feature of gate, can be divided into plane vertical lifting door, Sheng Women, arc-shaped door, miter gate, two leafs door and middle hinge tilt-up door etc.Plane vertical lifting door is that hydraulic structure uses to obtain the most a kind of type, and it has the advantages such as simple in structure, operation operation is convenient and reliable and cost is lower.But there are many deficiencies in conventional plane vertical lifting door, as when plane vertical lifting door is opened, be often suspended in the air, be exposed on the water surface, landscape effect is not good enough, for view, requires higher UrbaniZed Area, and the inadaptability of traditional vertical lifting door is more and more outstanding.Other gates of the prior art need to be built top annex conventionally, have caused the restriction of headway.
[utility model content]
The purpose of this utility model is exactly in order to solve in prior art deficiency and the defects such as gate navigation restriction and landscape effect be poor, a kind of novel structure, safe and reliable is provided, can control flood, diversion, be not subject to headway requirement restriction to bring the sunk type plane of landscape effect to go straight up to steel gate simultaneously.
For achieving the above object, provide a kind of sunk type plane to go straight up to steel gate, comprise lock chamber, gate flap, Men Ku, grit chamber, gate slot and headstock gear, the base plate below that it is characterized in that described lock chamber is provided with a storehouse 4, described gate slot 2 bottoms extend to a bottom of the reservior portion, gate slot top extends to gate pier top, described gate flap 5 when gate standard-sized sheet in Men Kunei, gate flap top is provided with cover plate 7, cover plate is provided with top sealing collar 8, gate flap bottom is provided with end hydrosphere 10, described gate flap inside is provided with headstock gear oil cylinder 9, the piston rod 6 of described headstock gear stretches out a lamina tecti and is fixed in the keying frame at gate slot top, described door bottom of the reservior portion is also provided with grit chamber 11.
Described gate is dull and stereotyped vertical lifting door.
Thereby described gate is realized gate opening/closing along gate slot oscilaltion.
Described lock floor below is provided with Men Ku, after described gate opening, along gate slot, sinks to entering Men Ku.
Described headstock gear is hydraulic hoist, controls gate flap rise or decline along gate slot by hydraulic hoist.
Compared with the existing technology, its advantage is the utility model:
1, below hydraulic structure base plate bottom, a storehouse is set, after gate opening, can sinks to Men Ku, do not affect view and navigation; When gate need to be controlled flood dash, gate is mentioned and made a top reach flood control elevation, realize flood control water retaining function;
When 2, gate is opened in part, can form artificial waterfall, have certain landscape effect;
3, gate top arranges cover plate, and gate sinks to behind a storehouse, and cover plate can stop silt or foreign matter to enter; In addition, regularly lift gate, can reduce Men Kunei water body sediment deposition.
3, lock chamber top, without annex, is not subject to the restriction of headway requirement, and space is penetrating, and easy and surrounding enviroment are coordinated.
[accompanying drawing explanation]
Fig. 1 is the gate open mode structural representation in the utility model embodiment;
Fig. 2 is the half-open structural representation that draws clear water state of the gate in the utility model embodiment;
Fig. 3 is the closing gate status architecture schematic diagram in the utility model embodiment;
As shown in the figure, in figure: 1. lock floor 2. 4. storehouses of gate slot 3. ground sill embedded part, 5. gate flap 6. headstock gear piston rod 7. cover plate 8. top sealing collar 9. headstock gear oil cylinder 10. end hydrosphere 11. grit chamber;
Specifying Fig. 1 is Figure of abstract of the present utility model.
[specific embodiment]
Below in conjunction with accompanying drawing, the utility model is described in further detail, and the structure of this device and principle are very clearly concerning this professional people.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
The utility model is that the sunk type plane being applied in hydraulic engineering is gone straight up to steel gate, and lock chamber top, without annex, can not be subject to the restriction of headway requirement, and space is penetrating, and easy and surrounding enviroment reach maximum coordination.The utility model is provided with Men Ku below lock floor, and gate slot bottom extends to a bottom of the reservior portion, and gate slot top extends to gate pier top, and during gate opening, gate flap sinks to entering Men Ku along gate slot.Gate flap top is provided with cover plate and top sealing collar, and end hydrosphere is established at the door end.Headstock gear oil cylinder is located at a body inside, and the piston rod other end is fixed in the keying frame at gate slot top.During gate complete shut-down dash, end hydrosphere compresses ground sill embedded part, can stop current to pass through at the bottom of door; During gate standard-sized sheet, gate flap sinks to Men Ku, by the acting in conjunction of cover plate, top sealing collar and ground sill embedded part, can stop current, silt or foreign matter to enter Men Ku.Door bottom of the reservior portion is provided with grit chamber, precipitable sandstone.In addition, regularly lift gate, can reduce the sediment deposition in Men Kunei water body.As shown in Figure 1, sink to Men Kunei after gate opening, only cover plate exposes lock floor, does not affect view and navigation; As shown in Figure 2, when gate is opened in part, can form artificial waterfall view, have certain landscape effect; As shown in Figure 3, when gate need to be controlled flood dash, gate is mentioned and made a top reach flood control elevation, can realize flood control water retaining function.
Claims (5)
1. a sunk type plane is gone straight up to steel gate, comprise lock chamber, gate flap, Men Ku, grit chamber, gate slot and headstock gear, the base plate below that it is characterized in that described lock chamber is provided with Men Ku (4), described gate slot (2) bottom extends to a bottom of the reservior portion, gate slot top extends to gate pier top, described gate flap (5) when gate standard-sized sheet in Men Kunei, gate flap top is provided with cover plate (7), cover plate is provided with top sealing collar (8), gate flap bottom is provided with end hydrosphere (10), described gate flap inside is provided with headstock gear oil cylinder (9), the piston rod of described headstock gear (6) stretches out a lamina tecti and is fixed in the keying frame at gate slot top, described door bottom of the reservior portion is also provided with grit chamber (11).
2. a kind of sunk type plane as claimed in claim 1 is gone straight up to steel gate, it is characterized in that described gate is dull and stereotyped vertical lifting door.
3. a kind of sunk type plane as claimed in claim 1 is gone straight up to steel gate, thereby the gate described in it is characterized in that is realized gate opening/closing along gate slot oscilaltion.
4. a kind of sunk type plane as claimed in claim 1 is gone straight up to steel gate, it is characterized in that described lock floor below is provided with Men Ku, sinks to entering Men Ku after gate opening.
5. a kind of sunk type plane as claimed in claim 1 is gone straight up to steel gate, it is characterized in that described headstock gear is hydraulic hoist, controls gate flap rise or decline along gate slot by hydraulic hoist.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320513732.1U CN203514269U (en) | 2013-08-21 | 2013-08-21 | Sinking type plane vertical lifting steel gate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320513732.1U CN203514269U (en) | 2013-08-21 | 2013-08-21 | Sinking type plane vertical lifting steel gate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203514269U true CN203514269U (en) | 2014-04-02 |
Family
ID=50373224
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320513732.1U Expired - Fee Related CN203514269U (en) | 2013-08-21 | 2013-08-21 | Sinking type plane vertical lifting steel gate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203514269U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104099997A (en) * | 2014-06-30 | 2014-10-15 | 武汉圣禹排水系统有限公司 | Hydraulic bottom-open-type weir gate |
| CN104480907A (en) * | 2014-12-13 | 2015-04-01 | 天津大学前沿技术研究院有限公司 | Hydraulic type lifting box-type retaining dam |
| CN106759139A (en) * | 2017-01-19 | 2017-05-31 | 浙江衢州河口闸门有限公司 | A kind of gate of sunk type vertical lift |
| CN107338771A (en) * | 2016-12-16 | 2017-11-10 | 仲杏英 | Landscape sluice |
| CN108589664A (en) * | 2018-07-19 | 2018-09-28 | 唐山现代工控技术有限公司 | A kind of adjustable weir sluice distributes structure and method rationally |
| CN109371924A (en) * | 2018-12-25 | 2019-02-22 | 中国电建集团成都勘测设计研究院有限公司 | High water head plane gate structure and gate flap |
| CN109385983A (en) * | 2018-11-22 | 2019-02-26 | 中国电建集团成都勘测设计研究院有限公司 | It is provided with the gravity dam of surface spillways |
| CN110029634A (en) * | 2019-05-20 | 2019-07-19 | 江苏省太湖水利规划设计研究院有限公司 | A kind of large aperture sinking composite lights double leaf gate |
| CN114875845A (en) * | 2022-05-11 | 2022-08-09 | 中山市水利水电勘测设计咨询有限公司 | Assembled emergency flood gate system and control method thereof |
-
2013
- 2013-08-21 CN CN201320513732.1U patent/CN203514269U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104099997A (en) * | 2014-06-30 | 2014-10-15 | 武汉圣禹排水系统有限公司 | Hydraulic bottom-open-type weir gate |
| CN104099997B (en) * | 2014-06-30 | 2016-08-17 | 武汉圣禹排水系统有限公司 | Surge bottom-open type weir gate |
| CN104480907A (en) * | 2014-12-13 | 2015-04-01 | 天津大学前沿技术研究院有限公司 | Hydraulic type lifting box-type retaining dam |
| CN107338771A (en) * | 2016-12-16 | 2017-11-10 | 仲杏英 | Landscape sluice |
| CN106759139A (en) * | 2017-01-19 | 2017-05-31 | 浙江衢州河口闸门有限公司 | A kind of gate of sunk type vertical lift |
| CN108589664A (en) * | 2018-07-19 | 2018-09-28 | 唐山现代工控技术有限公司 | A kind of adjustable weir sluice distributes structure and method rationally |
| CN109385983A (en) * | 2018-11-22 | 2019-02-26 | 中国电建集团成都勘测设计研究院有限公司 | It is provided with the gravity dam of surface spillways |
| CN109371924A (en) * | 2018-12-25 | 2019-02-22 | 中国电建集团成都勘测设计研究院有限公司 | High water head plane gate structure and gate flap |
| CN110029634A (en) * | 2019-05-20 | 2019-07-19 | 江苏省太湖水利规划设计研究院有限公司 | A kind of large aperture sinking composite lights double leaf gate |
| CN114875845A (en) * | 2022-05-11 | 2022-08-09 | 中山市水利水电勘测设计咨询有限公司 | Assembled emergency flood gate system and control method thereof |
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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: 20140402 Termination date: 20200821 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |