CN204475283U - Rotate sluice - Google Patents
Rotate sluice Download PDFInfo
- Publication number
- CN204475283U CN204475283U CN201420811085.7U CN201420811085U CN204475283U CN 204475283 U CN204475283 U CN 204475283U CN 201420811085 U CN201420811085 U CN 201420811085U CN 204475283 U CN204475283 U CN 204475283U
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- Prior art keywords
- rotation
- gate flap
- gate
- axis
- steel concrete
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Abstract
The utility model discloses a kind of rotation sluice, comprise gate floor, movable gate flap, the steel concrete pier of gate flap both sides and the headstock gear of control gate flap rotation, wherein the steel concrete pier of gate flap both sides is arranged on gate floor, be horizontally arranged with service bridge above the steel concrete pier of gate flap both sides, gate flap is longitudinally arranged between two adjacent steel concrete piers and service bridge; Gate flap is arranged on the axis of rotation that controlled by headstock gear, and axis of rotation is longitudinally arranged on the centre of gate flap, and axis of rotation upper end is run through service bridge and is connected with headstock gear by water-sealed bearing, and axis of rotation lower end is fixed on gate floor by water-sealed bearing.The rotation sluice operationally headstock gear driven rotary axle rotation of this structure, the rotation of gate flap on the rotary shaft along with axis of rotation is installed to counterclockwise or clockwise direction rotation, thus realize the unlatching or the closedown that rotate sluice, carry out draining or retaining, during actual construction, as long as can realize slightly higher than peak level of steel concrete pier saves building materials, reduce construction cost.
Description
Technical field
The utility model relates to hydraulic engineering field, is specifically related to a kind of rotary sluice.
Background technology
The structure of existing sluice, generally by one piece of movable gate flap, is positioned at the steel concrete pier of gate flap both sides, and the headstock gear controlling gate flap lifting is formed.During opening water discharge, gate flap rises along with the running of headstock gear and opens a sluice gate draining; Headstock gear reverses then gate flap decline retaining.The deficiency that this sluice exists needs to construct higher steel concrete pier when being and building, so that gate flap utilizes slideway inside steel concrete pier to realize gate flap lifting retaining, not only takes material, and construction cost is high but also affect view.
Utility model content
The purpose of this utility model is to overcome the shortcoming existed in prior art, the rotation sluice that a kind of structure is simple, construction cost is low is provided, this rotation sluice, under the prerequisite not affecting drainage, does not need to build very high steel concrete pier and can realize opening or closing rotating sluice.
To achieve these goals, the technical solution adopted in the utility model is as follows: rotate sluice, comprise gate floor, movable gate flap, the steel concrete pier of gate flap both sides and the headstock gear of control gate flap rotation, it is characterized in that the steel concrete pier of gate flap both sides is arranged on gate floor, be horizontally arranged with service bridge above the steel concrete pier of gate flap both sides, gate flap is longitudinally arranged between two adjacent steel concrete piers and service bridge; Gate flap is arranged on the axis of rotation that controlled by headstock gear, and axis of rotation is longitudinally arranged on the centre of gate flap, and axis of rotation upper end is run through service bridge and is connected with headstock gear by water-sealed bearing, and axis of rotation lower end is fixed on gate floor by water-sealed bearing.
Further, rotating the gate flap installed on the rotary shaft in sluice is two pieces, and two pieces of gate flaves are arranged on the axis of rotation of longitudinally setting symmetrically.
Further, rotate on steel concrete pier upstream and downstream inwall mutually corresponding in sluice and be respectively equipped with stopping means.
Further, the headstock gear rotated in sluice is turbine worm formula headstock gear.
Preferably, rotate gate flap both sides in sluice, between gate flap and gate floor and between gate flap and service bridge, all rubber fastening band be set.
In the rotation sluice of said structure, headstock gear driven rotary axle rotates, and installs the rotation of gate flap on the rotary shaft along with axis of rotation to counterclockwise or clockwise direction rotation, thus realizes the unlatching or the closedown that rotate sluice, carry out draining or retaining.
The beneficial effects of the utility model are: the log type gate leaf and its of oscilaltion is arranged to the log type gate leaf and its that can rotate perpendicular to valve base plate by the rotation sluice of this structure, during actual construction, as long as steel concrete pier is slightly higher than peak level, steel concrete pier height can reduce greatly, thus achieve province's material, reduce construction cost.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the utility model, the accompanying drawing used in describing embodiment is done simple introduction below, apparently, accompanying drawing described below is only an embodiment of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Longitudinal sectional view when Fig. 1 is the rotation sluice closedown of the utility model embodiment;
The cross sectional view of A-A line when Fig. 2 is the rotation sluice closedown of the utility model embodiment;
The cross sectional view of A-A line when Fig. 3 is the rotation sluice unlatching of the utility model embodiment.
Description of reference numerals:
1-headstock gear, 2-service bridge, 3-steel concrete pier, 4-axis of rotation, 5-gate flap, 6-water-sealed bearing, 7-valve base plate, 8-stopping means.
Detailed description of the invention
In order to understand the utility model further, below in conjunction with embodiment, the utility model preferred embodiment is described, but should be appreciated that these describe just in order to further illustrate feature and advantage of the present utility model, instead of the restriction to the utility model claim.
Below in conjunction with the accompanying drawing in the utility model embodiment, the scheme in the utility model embodiment is clearly and completely described.
Rotation sluice shown in Figure 1, comprise gate floor 7, movable gate flap 5, the steel concrete pier 3 of gate flap both sides and the headstock gear 1 of control gate flap rotation, wherein: the steel concrete pier 3 of gate flap both sides is arranged on gate floor 7, be horizontally arranged with service bridge 2 above the steel concrete pier 3 of gate flap both sides, gate flap 5 is longitudinally arranged between two adjacent steel concrete piers 3 and service bridge 2; Gate flap 5 is arranged on the axis of rotation 4 that controlled by headstock gear 1, and axis of rotation 4 is longitudinally arranged on the centre of gate flap 5, and axis of rotation 4 upper end is run through service bridge 2 and is connected with headstock gear 1 by water-sealed bearing, and axis of rotation 4 lower end is fixed on gate floor 7 by water-sealed bearing 6.When headstock gear 1 driven rotary axle 4 rotates, be arranged on the rotation of the gate flap 5 on axis of rotation 4 along with axis of rotation to counterclockwise or clockwise direction rotation, thus realize the unlatching or the closedown that rotate sluice, carry out draining or retaining further.
In the utility model embodiment, shown in Figure 3, when axis of rotation 4 drives gate flap 5 to rotate to vertical with steel concrete pier 3, rotate sluice and be in closed condition, carry out retaining; Shown in Figure 2, when axis of rotation 4 drives gate flap 5 to rotate to parallel with steel concrete pier 3, rotate sluice and open, carry out draining.
In the utility model embodiment, the gate flap be arranged on axis of rotation 4 is two pieces, and two pieces of gate flaves are arranged on the axis of rotation 4 of longitudinally setting symmetrically.In addition, headstock gear 1 adopts turbine worm formula headstock gear, can be controlled by manual operation, also can by motor timing drived control.
In the utility model embodiment, in order to ensure rotating the sealing performance of sluice, gate flap 3 both sides, between gate flap 3 and gate floor 7 and between gate flap 3 and service bridge 2, all rubber fastening band is set; In addition, the steel concrete pier 3 upstream and downstream inwall rotating correspondence mutually in sluice being respectively equipped with stopping means 8, excessively rotating for limiting gate flap.
It should be pointed out that and be described above embodiment of the present utility model.But; the technician of art technology should be appreciated that; the utility model is not restricted to the described embodiments; what describe in above-described embodiment just illustrates principle of the present utility model; under the prerequisite not departing from the utility model scope, the utility model also has multiple changes and improvements, and these changes and improvements all fall within the scope of claimed the utility model.
Claims (5)
1. rotate sluice, comprise gate floor, movable gate flap, the steel concrete pier of gate flap both sides and the headstock gear of control gate flap rotation, it is characterized in that: the steel concrete pier of described gate flap both sides is arranged on gate floor, be horizontally arranged with service bridge above the steel concrete pier of gate flap both sides, gate flap is longitudinally arranged between two adjacent steel concrete piers and service bridge; Gate flap is arranged on the axis of rotation that controlled by headstock gear, and described axis of rotation is longitudinally arranged on the centre of gate flap, and axis of rotation upper end is run through service bridge and is connected with headstock gear by water-sealed bearing, and axis of rotation lower end is fixed on gate floor by water-sealed bearing.
2. rotation sluice according to claim 1, is characterized in that: described installation gate flap is on the rotary shaft two pieces, and two pieces of gate flaves are arranged on the axis of rotation of longitudinally setting symmetrically.
3. rotation sluice according to claim 2, is characterized in that: steel concrete pier upstream and downstream inwall mutually corresponding in described rotation sluice is respectively equipped with stopping means.
4. rotation sluice according to claim 3, is characterized in that: described headstock gear is turbine worm formula headstock gear.
5. the rotation sluice according to claim 3 or 4, is characterized in that: described gate flap both sides, all arrange rubber fastening band between gate flap and gate floor and between gate flap and service bridge.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420811085.7U CN204475283U (en) | 2014-12-18 | 2014-12-18 | Rotate sluice |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420811085.7U CN204475283U (en) | 2014-12-18 | 2014-12-18 | Rotate sluice |
Publications (1)
Publication Number | Publication Date |
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CN204475283U true CN204475283U (en) | 2015-07-15 |
Family
ID=53631086
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420811085.7U Expired - Fee Related CN204475283U (en) | 2014-12-18 | 2014-12-18 | Rotate sluice |
Country Status (1)
Country | Link |
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CN (1) | CN204475283U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105544473A (en) * | 2016-01-17 | 2016-05-04 | 东北农业大学 | Plane rotating type waterpower gate |
CN105625284A (en) * | 2016-03-25 | 2016-06-01 | 山东省水利科学研究院 | Valve control and flow measuring device |
CN110886276A (en) * | 2019-11-29 | 2020-03-17 | 长江勘测规划设计研究有限责任公司 | Gate capable of being opened and closed in plane rotation mode |
CN112942263A (en) * | 2021-01-30 | 2021-06-11 | 华南泵业有限公司 | Landscape integrated pump gate revolving door |
-
2014
- 2014-12-18 CN CN201420811085.7U patent/CN204475283U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105544473A (en) * | 2016-01-17 | 2016-05-04 | 东北农业大学 | Plane rotating type waterpower gate |
CN105625284A (en) * | 2016-03-25 | 2016-06-01 | 山东省水利科学研究院 | Valve control and flow measuring device |
CN110886276A (en) * | 2019-11-29 | 2020-03-17 | 长江勘测规划设计研究有限责任公司 | Gate capable of being opened and closed in plane rotation mode |
CN112942263A (en) * | 2021-01-30 | 2021-06-11 | 华南泵业有限公司 | Landscape integrated pump gate revolving 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: 20150715 Termination date: 20151218 |
|
EXPY | Termination of patent right or utility model |