CN202989879U - Hydraulic bracing rod gate device for movable dam - Google Patents
Hydraulic bracing rod gate device for movable dam Download PDFInfo
- Publication number
- CN202989879U CN202989879U CN 201220694773 CN201220694773U CN202989879U CN 202989879 U CN202989879 U CN 202989879U CN 201220694773 CN201220694773 CN 201220694773 CN 201220694773 U CN201220694773 U CN 201220694773U CN 202989879 U CN202989879 U CN 202989879U
- Authority
- CN
- China
- Prior art keywords
- support bar
- bracing
- rods
- gate
- hydraulic cylinder
- 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 - Fee Related
Links
Images
Abstract
The utility model discloses a hydraulic bracing rod gate device for a movable dam, which comprises hydraulic cylinders 1, plunger rods 2, bracing rods 4, bracing rods 3, bracing rod connecting rods 5, stoppers 6, gates 12, rotating supports 7, rotating shafts 8 and pin shafts 9, wherein pedestal bodies 15 are fixedly arranged on one side of the down stream of a dam body 14; the rotating supports 7 are fixedly arranged on the dam body 14; the lower ends of the gates 12 are movably connected with the rotating supports 7 by the rotating shafts 8; the gates 12 can rotate around the rotating supports 7; a hydraulic cylinder groove 13 on one side of the down stream of the dam body 14 is internally provided with the hydraulic cylinders 1; oil cylinder bases 10 of the hydraulic cylinders 1 are fixedly arranged on the bottom surface of the hydraulic cylinder groove 13; the plunger rods 2 of the hydraulic cylinders are articulated with the bracing rods 4 and the bracing rods 3 by the pin shafts 9; the bracing rods 4 are movably connected with the gates 12 by the pin shafts 9; the tails of the bracing rods 3 are connected with bracing rod bases 11 fixed on the pedestal bodies 15 by the pin shafts 9; when the bracing rods 4 and the bracing rods 3 connecting rods rotate till being linear, the stoppers prevent the bracing rods 4 and the connecting rods from keeping on moving; the bracing rods 4 and the bracing rods 3 are transversely connected into a whole by the bracing rod connecting rods 5 to ensure that the bracing rods 4 and the bracing rods 3 move synchronously; and a sand discharge hole 16 is formed in the downstream direction of the hydraulic cylinder groove 13. According to the hydraulic bracing rod gate device for the movable dam, the gates are opened quickly and flexibly, are convenient to mount and maintain, and operate safely and reliably; a water stop level is adjustable; and the construction cost is low. The device is completely flush with the top of a fixed dam, and can achieve full-section flood discharge.
Description
Technical field
The utility model relates to a kind of dam body movable gate, especially relates to hydraulic pressure strut gate for a kind of dam body.
Background technology
For rationally utilizing the water conservancy hydraulic power potentials, build dam and establish the lock dash on river,lake and reservior, to flood, for field irrigation, hydroelectric generation, living water use and view retaining; Between flooding period, movable dam can be opened a sluice gate flood discharge fast, reduces in time water level, avoids big flood; Movable dam hydraulic pressure brace apparatus can effectively achieve the above object.The dam body movable gate can replace the fixed weir on top, riverbed, or builds movable gate again on fixed weir and reduce the height of fixed weir, thereby reduces the possibility that the weir upstream is inundated with flood; Unobstructed obstacle during due to dam body movable gate earial drainage, so just can greatly reduce the harm that riverbed is improved year by year due to Sediment Siltation in riverbed.Traditional movable gate has in two: flap gate and rubber dam gate, they have defect separately.
The defect of flap gate is: the panel turnover sluice gate door-plate need arrange buttress, very easily hangs assorted block material during earial drainage, and easy-clear not, causes the gate opening/closing difficulty; The large-sized object that mighty torrent brings often clashes into buttress, even can cause the buttress damage; If want long-term normal the use, the regular maintenance amount is large.In addition, the concrete work amount is larger, and overall cost is higher; During earial drainage, the oblique middle part, dam that is poured into of panel turnover sluice gate door-plate has greatly reduced the flood discharge useful area together with buttress, causes earial drainage slow; During current process flap gate, torrent are patted panel (pulsation), cause vibrations, destroy dam body.
The defect of rubber dam gate is: the rubber dam project cost is high, the carcase work complexity, and the dam body installation requirement is high, long construction period.It is long that pump priming for rubber dam (or gas) fills the dam time, during earial drainage, that body water (or gas) emptying time is long; In addition, rubber dam regular maintenance amount is large, and maintenance cost crosses 1,000,000 large-scale rubber dam year according to statistics.The sharp objects that current bring easily scratches rubber dam to cut, and cut is difficult to repair, and after reparation, more again destroyed, and it is limited to repair number of times; In addition, fire is all the natural enemy of rubber dam with freezing.The aging fast defect of elastomeric material has determined rubber dam application life short (generally being no more than 10 years).Movable dam hydraulic pressure strut valve system can effectively overcome the defect of above-mentioned two kinds of gates.
The utility model content
For retaining box in above-mentioned prior art and movable gate, exist problem, the utility model provides a kind of not only gate opening quick flexible, installation and maintenance convenience, safe and reliable to operation, and the dash water level can regulate, the movable dam hydraulic pressure strut valve system that construction costs is low.Reserve-water-level can be regulated arbitrarily according to actual needs, after the gate panel is toppled over, with fixing dam crest, flush fully, and between gate without dividing pier is set, realize that full section truly drains off floodwaters.
[0004]the technical scheme that the technical problems to be solved in the utility model is taked is: it is by hydraulic cylinder (1), plunger rod (2), the first support bar (3), the second support bar (4), support bar connecting rod (5), stop (6), rotating stand (7), rotating shaft (8) and bearing pin (9), cylinder pedestal (10), support bar base (11), gate (12), hydraulic cylinder groove (13), dam body (14) base body (15), sand discharge hole (16) forms, it is characterized in that being fixedly installed base body (15) in dam body (14) downstream one side, be fixedly installed rotating stand (7) on dam body (14), described gate (12) lower end and rotating stand (7) adopt rotating shaft (8) to be movably connected, described gate (12) can be around rotating bearing (7) rotation, be provided with hydraulic cylinder (1) in the hydraulic cylinder groove (13) of dam body (14) downstream one side, described hydraulic cylinder (1) cylinder pedestal (10) is fixedly installed on hydraulic cylinder groove (13) bottom surface, plunger rod on described hydraulic cylinder (2) is movably hinged with the first support bar (3) and the second support bar (4) three by bearing pin (9), the second support bar (4) is flexibly connected by bearing pin (9) with gate (12), the first support bar (3) afterbody is connected by bearing pin (9) with the support bar base (11) on being fixed on base body (15), when the second support bar (4) and the first support bar (3) link motion stop (6) to linearly the time forces to stop it to continue motion, the second support bar (4) and the first support bar (3) laterally link into an integrated entity with support bar connecting rod (5), make its synchronized movement, toward downstream direction, sand discharge hole (16) is set at hydraulic cylinder groove (13).
[0005]operating principle of the present utility model is:
By the Motor Drive hydraulic pump, to hydraulic medium, pressurize, control hydraulic cylinder (1) action through hydraulic control component, plunger rod (2) stretches out, pushing tow the first support bar (3) and the second support bar (4) are done link motion, the first support bar (3) jack-up gate (12) rotates and is increased to design altitude around rotating bearing (7), meanwhile, when hydraulic cylinder (1) rotates slightly around cylinder pedestal (10), after gate (12) is increased to design altitude one by one, closing direction control valve oil return pipe, make in hydraulic cylinder (1) to keep rated pressure, forms a checkdam; Handle control valve the plunger rod (2) of oil cylinder (1) is retracted, drive the first support bar (3) and the second support bar (4) and do link motion in the other direction, the gate that fell (12) is the dam facing elevation extremely fixedly.In addition, also can gate (12) be fallen to corresponding height according to upper pond level and letdown flow needs, closing direction control valve oil return pipe, maintain static gate (12).
Movable dam hydraulic pressure strut valve system described in the utility model and existing movable gate are compared, and have following advantage:
By the reasonable angle of gate (12) is set, rotating stand (7) locates not produce tensile stress, less demanding to the dam foundation; Gate (12) device adopts double-cantilever structure, and mid span moment reduces more than 80%; Gate (12) and embedded part are made to soak zinc and are processed, and are difficult for corrosion, and structural reliability is high, long service life; Full steel structure, application life, result of use, reliability and safety are good, and cost performance is high; After gate (12) fell fully, be the level of state, be close to dam facing and do not block water, not block material; Hydraulic cylinder (1) drives gate (12) rotation by the first support bar (3) and the second support bar (4), and reserve-water-level can be regulated arbitrarily according to actual needs; After gate (12) reaches the design maximum elevation, the first support bar (3) and the second support bar (4) are stressed larger, and hydraulic cylinder (1) is stressed less; It is flexible, quick that gate (12) opens and closes; Installation, maintenance is simple and convenient, safe and reliable to operation.
The accompanying drawing explanation
Fig. 1 is side-looking structural representation of the present utility model;
Fig. 2 is the structural representation that the A-A of Fig. 1 analyses and observe;
Fig. 3 is gate (12) the first support bar (3) and the second support bar (4) and hydraulic cylinder (1) movement position schematic diagram while from maximum water blockoff position, forwarding horizontal level to.
In the drawings, (1), hydraulic cylinder, (2), plunger rod, (3), the first support bar, (4), the second support bar, (5), support bar connecting rod, (6), stop, (7), rotating stand, (8), rotating shaft, (9), bearing pin, (10), cylinder pedestal, (11), support bar base, (12), gate, (13), hydraulic cylinder groove, (14), dam body, (15), base body, (16) sand discharge hole.
The specific embodiment
The closed-loop system that the hydraulic system of described movable dam hydraulic pressure strut valve system is comprised of hydraulic pump, hydraulic control component, hydraulic actuator (hydraulic cylinder (1)), load (gate (12)) and feedback system, between hydraulic pump, hydraulic control component, hydraulic actuator, feedback system, with fluid pressure line, connect, hydraulic control component, hydraulic actuator and feedback system are arranged on pump house, establish the special messenger and control or adopt computer controlled automatic; Hydraulic actuator and Jackstay type hydraulic pressure movable gate are arranged at base body fixedly on dam facing.
Below in conjunction with accompanying drawing, be specifically described: in Fig. 1 and Fig. 2, fixedly on dam body, movable dam hydraulic pressure strut valve system assembly is being set, assembly is combined by above-mentioned several single gates (12), between each fan brake door (12), with the water seal of water conservancy gate special (purpose) rubber, seal, two fan brake doors (12) of gate assembly outermost end and dam body (14) abutment wall seal with rubber water sealing, all gates (12) lower surface and fixedly on dam body end face antipriming is set.Shown in Fig. 2, the direction of arrow means water (flow) direction, and arrow one end is that upstream, the other end are downstream.Each Jackstay type hydraulic pressure movable gate is by two hydraulic cylinders (1), two plunger rods (2), two the first support bars (3), two the second support bars (4), two support bar connecting rods (5), two stops (6), one fan brake door (12), two rotating stands (7), two rotating shafts (8) and eight bearing pins (9) form, in dam body (14) downstream, one side is fixedly installed base body (15), described base body (15) becomes one with steel concrete and dam body (14), be fixedly installed rotating stand (7) on dam body (14), described gate (12) lower end and rotating stand (7) adopt rotating shaft (8) to be movably connected, described gate (12) can be around rotating bearing (7) rotation, be provided with hydraulic cylinder (1) in the hydraulic cylinder groove (13) of dam body (14) downstream one side, the cylinder pedestal (10) of described hydraulic cylinder (1) is fixedly installed on hydraulic cylinder groove (13) bottom surface, plunger rod () on described hydraulic cylinder (1) is movably hinged with the first support bar (3) and the second support bar (4) three by bearing pin (9), the second support bar (4) is flexibly connected by bearing pin (9) with gate (12), the first support bar (3) afterbody is connected by bearing pin (9) with the support bar base (11) on being fixed on base body (15), when the first support bar (3) and the second support bar (4) link motion to linearly the time, stop (6) forces to stop it to continue motion, the first support bar (3) and the second support bar (4) laterally link into an integrated entity with support bar connecting rod (5), make its synchronized movement.When needs rise gates (12) carry out dash, the primer fluid press pump, operating hydraulically operated direction valve, hydraulic cylinder (1) does to stretch out plunger rod (2) motion, do link motion at plunger rod (2) pushing tow the first support bar (3) and the second support bar (4), can be around rotating bearing (7) rotation at the second support bar (4) effect tail gates (12), when plunger rod (2) all stretches out, the first support bar (3) and the second support bar (4) are linearly the time, gate (12) reaches take the maximum water blockoff position of 85 ° of maximum rotation angles that horizon is benchmark, now stop (6) plays a role and guarantees safety.Can make rest on≤85 ° of optional positions that the inclination angle scope is interior of gate (12) by the different length stretched out of handling plunger rod (2), to reach the water blockoff position of differing heights; When needs put down gate (12) and carry out flood discharge, the primer fluid press pump, operating hydraulically operated direction valve, hydraulic cylinder (1) is done retraction plunger rod (2) motion, opposite direction motion when each mechanism does with rise gate (12), when plunger rod (2), all retract, gate (12) is a plane with the dam body face.Toward downstream direction, sand discharge hole (16) is set at hydraulic cylinder groove (13).
Claims (2)
1. movable dam hydraulic pressure strut valve system, it is by hydraulic cylinder (1), plunger rod (2), the first support bar (3), the second support bar (4), support bar connecting rod (5), stop (6), rotating stand (7), rotating shaft (8) and bearing pin (9), cylinder pedestal (10), support bar base (11), gate (12), hydraulic cylinder groove (13), dam body (14) base body (15), sand discharge hole (16) forms, it is characterized in that being fixedly installed base body (15) in dam body (14) downstream one side, be fixedly installed rotating stand (7) on dam body (14), described gate (12) lower end and rotating stand (7) adopt rotating shaft (8) to be movably connected, described gate (12) can be around rotating bearing (7) rotation, be provided with hydraulic cylinder (1) in the hydraulic cylinder groove (13) of dam body (14) downstream one side, described hydraulic cylinder (1) cylinder pedestal (10) is fixedly installed on hydraulic cylinder groove (13) bottom surface, plunger rod on described hydraulic cylinder (2) is movably hinged with the first support bar (3) and the second support bar (4) three by bearing pin (9), the second support bar (4) is flexibly connected by bearing pin (9) with gate (12), the first support bar (3) afterbody is connected by bearing pin (9) with the support bar base (11) on being fixed on base body (15), when the second support bar (4) and the first support bar (3) link motion stop (6) to linearly the time forces to stop it to continue motion, the second support bar (4) and the first support bar (3) laterally link into an integrated entity with support bar connecting rod (5), make its synchronized movement, toward downstream direction, sand discharge hole (16) is set at hydraulic cylinder groove (13).
2. movable dam hydraulic pressure strut valve system according to claim 1, it is characterized in that: every fan brake door (12) arranges two cover support bar and cylinder apparatus, and its supporting way makes gate be double-cantilever structure; Plunger rod (2) in hydraulic cylinder (1), while reaching range, drives the second support bar (4) and the first support bar (3) while do link motion, being straight line, and gate reaches maximum retaining height; Be embedded in rotating stand (7) end face in dam body (14) and flush with dam body (14) top, gate (12) rotates around rotating bearing (7) axle center, and fell late gate and dam body (14) end face of gate (12) is a plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220694773 CN202989879U (en) | 2012-12-17 | 2012-12-17 | Hydraulic bracing rod gate device for movable dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220694773 CN202989879U (en) | 2012-12-17 | 2012-12-17 | Hydraulic bracing rod gate device for movable dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202989879U true CN202989879U (en) | 2013-06-12 |
Family
ID=48561073
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220694773 Expired - Fee Related CN202989879U (en) | 2012-12-17 | 2012-12-17 | Hydraulic bracing rod gate device for movable dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202989879U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603937A (en) * | 2016-02-19 | 2016-05-25 | 中国水利水电科学研究院 | Bidirectional movable water-retaining hinge dam |
| CN105804020A (en) * | 2016-04-20 | 2016-07-27 | 肖广汇 | Hydraulic rotating rigid support dam |
| CN106702973A (en) * | 2016-12-21 | 2017-05-24 | 安徽省胜达液压坝科技有限公司 | Hydraulic folding dam with mechanical self-locking for forked type rod |
| CN107268537A (en) * | 2017-06-23 | 2017-10-20 | 杭州东茂市政园林工程有限公司 | One kind promotees silt dykes and dams and promotees silt method |
| CN108643137A (en) * | 2018-06-28 | 2018-10-12 | 贵州大学 | A kind of blocking sluice gate of diversion tunnel for small on-farm irrigation structures |
| CN108842731A (en) * | 2018-08-08 | 2018-11-20 | 衢州市江汇翻板闸门有限公司 | A kind of prostrate plate-turning door |
| CN108951568A (en) * | 2018-09-30 | 2018-12-07 | 汤有泉 | A kind of hydraulic dam of novel linkage |
-
2012
- 2012-12-17 CN CN 201220694773 patent/CN202989879U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603937A (en) * | 2016-02-19 | 2016-05-25 | 中国水利水电科学研究院 | Bidirectional movable water-retaining hinge dam |
| CN105804020A (en) * | 2016-04-20 | 2016-07-27 | 肖广汇 | Hydraulic rotating rigid support dam |
| CN106702973A (en) * | 2016-12-21 | 2017-05-24 | 安徽省胜达液压坝科技有限公司 | Hydraulic folding dam with mechanical self-locking for forked type rod |
| CN106702973B (en) * | 2016-12-21 | 2019-03-08 | 安徽省胜达液压坝科技有限公司 | A kind of hydraulic foldable dam of the forked type bar with mechanical self-latching |
| CN107268537A (en) * | 2017-06-23 | 2017-10-20 | 杭州东茂市政园林工程有限公司 | One kind promotees silt dykes and dams and promotees silt method |
| CN107268537B (en) * | 2017-06-23 | 2019-05-14 | 杭州景睿建设工程有限公司 | A kind of rush silt dykes and dams and promote silt method |
| CN108643137A (en) * | 2018-06-28 | 2018-10-12 | 贵州大学 | A kind of blocking sluice gate of diversion tunnel for small on-farm irrigation structures |
| CN108842731A (en) * | 2018-08-08 | 2018-11-20 | 衢州市江汇翻板闸门有限公司 | A kind of prostrate plate-turning door |
| CN108951568A (en) * | 2018-09-30 | 2018-12-07 | 汤有泉 | A kind of hydraulic dam of novel linkage |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202989879U (en) | Hydraulic bracing rod gate device for movable dam | |
| CN202509469U (en) | Supination full-open type flap gate | |
| CN201485831U (en) | Door leaf type hydraulic gate | |
| CN201169767Y (en) | Steel shutter capable of lodging without middle pier | |
| CN203684174U (en) | Lower opening type tumble gate | |
| CN204418133U (en) | A kind of rotary retaining and sluice gate | |
| CN101240529A (en) | Non-middle-frusta steel gate capable of lodging | |
| CN104264637B (en) | Clino-axis type hydraulic self-control gate | |
| CN110230291A (en) | A kind of reservoir spillway device | |
| CN101126231A (en) | Hydraulic lifting dam | |
| CN207685797U (en) | A kind of bottom-shaft type flap lock | |
| CN203625860U (en) | Full-automatic bed-type flap gate | |
| CN102995611A (en) | Hydraulic control turning steel dam gate | |
| CN103726478B (en) | A kind of control method of steel double acting flap gate | |
| CN203096698U (en) | Water blocking device | |
| CN203821569U (en) | Structure for automatically adjusting water outlet flow of pool | |
| CN204626351U (en) | Transverse axis waterpower self-control rotary gate | |
| CN204589941U (en) | A kind of collapsible bidirectional backwater gate | |
| CN208830273U (en) | A kind of water conservancy gate device | |
| CN2913452Y (en) | Pivot leaf gate | |
| CN101358445A (en) | Control method of shutter gate hydraulic water power interactive control | |
| CN207469194U (en) | Lift adjustment dropping equipment | |
| CN104988885A (en) | Rotary gate automatically controlled by waterpower and provided with horizontal shaft | |
| CN205776105U (en) | A kind of Auto-drainage dam | |
| CN204112290U (en) | Clino-axis type hydraulic self-control gate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20130612 Termination date: 20131217 |