CN203188188U - Hanging bridge rice field water control gate - Google Patents

Hanging bridge rice field water control gate Download PDF

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Publication number
CN203188188U
CN203188188U CN 201320180539 CN201320180539U CN203188188U CN 203188188 U CN203188188 U CN 203188188U CN 201320180539 CN201320180539 CN 201320180539 CN 201320180539 U CN201320180539 U CN 201320180539U CN 203188188 U CN203188188 U CN 203188188U
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China
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gate
bridge type
suspension bridge
rice field
water
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Expired - Fee Related
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CN 201320180539
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Chinese (zh)
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房琪运
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Individual
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Individual
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Abstract

The utility model relates to a hanging bridge rice field water control gate which comprises a water gate body, a lock gate and a lock gate locating caliper. A lock gate locating clamping groove is formed in the lock gate locating caliper. The upper end of the lock gate locating caliper is provided with a cross beam clamping groove. The lock gate is a hanging bridge lock gate. The water gate body is composed of a bottom plate and two side plates. The bottom ends of the two side plates are respectively connected with the two sides of the bottom plate in a perpendicular mode. The upper ends of the two side plates are provided with fixing cross beams. The bottom end of the hanging bridge lock gate is connected with the bottom plate in a rotating mode. The bottom end and the side edge of the hanging bridge lock gate are connected with the water gate body through a lock gate seal curtain. The hanging bridge rice field water control gate has the advantages of being simple in structure and reasonable in design, solves the problem of labor burdens brought to farmers by building a rice field water inlet and a rice field water outlet in the mode of storing soil through woven bags, eradicates pollution on field environment when the woven bags are broken, ensures the standard water supply amount when water is supplied to and drained from the rice field, and saves valuable water resources.

Description

Suspension bridge type rice field control sluice
Technical field
The utility model relates to a kind of new control sluice and water control method, is applicable to various water channels, reservoir, and outfall is advanced in the rice field.
Background technology
At present, existing water control method is that gate is housed in the concave groove, utilize gate to lift mode control water up and down, when needing draining, sluice is mentioned, water flows out from the gate bottom, its shortcoming is if do not have the water level intelligence control system or do not have the special messenger to guard, and is late for closed shutter, and the water in water channel, reservoir or rice field can't be monitored, can cause current to lose excessive or stream clean, if closed shutter then water can not flow out fully; So need there be the people to guard when discharging water on time, barrier gate on time, though the gate of some reservoirs has been installed computerized control system, this improves the cost of sluice greatly, for small-sized retaining occasions such as rice field, water channels, if adopt traditional pull-up gate water control method or woven bag to pile up the retaining method, both wasted time and energy, also uncontrollable output is even closed the pull-type gate, water still can flow out because of the slit of gate bottom and both sides, the waste great amount of water resources.
Summary of the invention
The purpose of this utility model is to overcome the weak point that exists in the above-mentioned technology, provides a kind of simple in structure, reasonable in design, easy to use, the suspension bridge type rice field control sluice that flexibility is strong.
In order to achieve the above object, the technical solution adopted in the utility model is: comprise sluice main body and gate, also comprise gate location slide calliper rule, described gate location slide calliper rule are provided with the gate locating groove, slide calliper rule upper end, gate location is provided with the crossbeam draw-in groove, described gate is the suspension bridge type gate, the sluice main body is made up of base plate and two blocks of side plates, two side plate bottoms link to each other with the both sides of base plate are vertical respectively, the upper end of two side plates is provided with fixed cross beam, suspension bridge type gate bottom and base plate are rotatedly connected, and suspension bridge type gate bottom links to each other with the sluice main body by the gate sealing curtain with side.
The utility model has the advantages that:
1. simple in structure, reasonable in design, solved the continuous leakage problems of water behind the pull-type sluice barrier gate;
2. solved water channel, reservoir, water level can not get the problem of effective monitoring during the rice terrace water supply and draining;
Xie Sheng water channel, reservoir, a large amount of manpower and materials that need during the rice terrace water supply and draining;
4. guaranteed the rice field, the output of standard when water channel and reservoir water supply and draining, the water resource of saves valuable;
5. solved with woven bag and held cubic metre of earth work burden problem that formula construction rice field intake-outlet brings to the peasant;
6. the utility model is used for rice terrace and substitutes woven bag and build long-pending intake-outlet, has stopped the pollution of Polywoven Bag to the soil, protects and has beautified the field environment;
7. solved with the required great number cost problem of Computerized remote-control control pull-type sluice.
Description of drawings
Fig. 1 is discharge structure schematic diagram of the present utility model;
Fig. 2 is water storage structure schematic diagram of the present utility model;
Fig. 3 is gate of the present utility model location slide calliper rule structural representation;
Fig. 4 is backstay schematic diagram of the present utility model;
Fig. 5 is alignment pin of the present utility model location schematic diagram;
Fig. 6 is the structural representation of the utility model when being large-scale gate.
The specific embodiment
Below in conjunction with accompanying drawing embodiment of the present utility model is described in further detail.
By Fig. 1-Fig. 6 as can be known, the utility model comprises sluice main body 1 and gate, also comprise gate location slide calliper rule 2, described gate location slide calliper rule 2 are provided with gate locating groove 3, slide calliper rule 2 upper ends, gate location are provided with crossbeam draw-in groove 4, described gate is suspension bridge type gate 5, sluice main body 1 is made up of base plate 6 and two blocks of side plates 7, two side plate 7 bottoms link to each other with the both sides of base plate 6 are vertical respectively, the upper end of two side plates 7 is provided with fixed cross beam 8, suspension bridge type gate 5 bottoms and base plate 6 are rotatedly connected, and suspension bridge type gate 5 bottoms link to each other with sluice main body 1 by gate sealing curtain 9 with side.
Described two side plates, 7 inboard symmetries offer groove 10, and backstay 11 is installed on the groove, and described suspension bridge type gate 5 is abutted against on backstay 11.
Described two side plates, 7 inboard symmetries offer dowel hole 12, are provided with alignment pin 13 in the pin-and-hole 12, and described suspension bridge type gate 5 is abutted against on alignment pin 13.
Described gate sealing curtain 9 is fan-shaped, and gate sealing curtain 9 is provided with cambered way 14.
Be provided with hydraulic pressure draw-bar 15 between described suspension bridge type gate 5 and the fixed cross beam 8, described hydraulic pressure draw-bar 15 1 ends link to each other with the upper end of suspension bridge type gate 5, and the other end links to each other with fixed cross beam 8.
Be divided into two kinds of applying working conditions: (1) is for small-sized gate, at first regulate the height of suspension bridge type gate 5 according to the requirement of water level, suspension bridge type gate 5 is inserted in the gate locating groove 3 corresponding with height of water level then, the control of realization height of water level, (2) for large-scale gate, when described gate location slide calliper rule 2 can't satisfy practical application, regulate the height of suspension bridge type gate 5 by being installed in hydraulic pressure draw-bar 15 between suspension bridge type gate 5 and the fixed cross beam 8, realize the height control of water level.
The utility model a kind of suspension bridge type control sluice originally, comprise sluice main body 1 and gate, also comprise gate location slide calliper rule 2, gate location slide calliper rule 2 are provided with gate locating groove 3, slide calliper rule 2 upper ends, gate location are provided with crossbeam draw-in groove 4, gate is suspension bridge type gate 5, sluice main body 1 is made up of base plate 6 and two blocks of side plates 7, two side plate 7 bottoms link to each other with the both sides of base plate 6 are vertical respectively, the upper end of two side plates 7 is provided with fixed cross beam 8, suspension bridge type gate 5 bottoms and base plate 6 are rotatedly connected, and suspension bridge type gate 5 bottoms link to each other with sluice main body 1 by gate sealing curtain 9 with side;
Two side plate 7 inboard symmetries offer groove 10, and backstay 11 is installed on the groove, and suspension bridge type gate 5 is abutted against on backstay 11 (as shown in Figure 4);
Two inboard symmetries of side plate offer dowel hole 12, are provided with alignment pin 13 in the pin-and-hole 12, and suspension bridge type gate 5 is abutted against on alignment pin 13 (as shown in Figure 5);
Gate sealing curtain 9 is fan-shaped, and gate sealing curtain 9 is provided with cambered way 14, makes sealing curtain 9 keep stable height and position, can not produce leakage;
Be provided with hydraulic pressure draw-bar 15 between suspension bridge type gate 5 and fixed cross beam 8, hydraulic pressure draw-bar 15 1 ends link to each other with the upper end of suspension bridge type gate 5, and the other end links to each other with fixed cross beam 8.(as shown in Figure 6).
Water control method of the present utility model is different with the operating principle of traditional water control method, traditional water control method, water is to flow out from the gate bottom, and control water principle of the present utility model is: the water that is higher than water level flows out from the gate top, water level can be controlled by fixing position, gate upper end, the gate bottom seals fully with both sides, water is non-leakage when closing sluice, in case according to required water level fixed gate, just can let alone trickling, not worry that draining is too much very few, reservoir keeps water level, canal section water level up and down, every rice field discharging water level can be effectively controlled.The difference of environment used according to the invention can be divided into two kinds of applying working conditions:
1. when the utility model is used for retaining place of little discharge capacities such as rice field, the bottom of sluice main body is consistent with the rice field slurry level, both sides and bottom get final product with soil compaction, and the gate both sides link to each other with 1 sealing of sluice main body by gate sealing curtain 9 with the bottom, avoid the leakage of water; Get final product according to height of water level demand operation suspension bridge type gate 5 during use, when needing retaining with the gate closure, and with the crossbeam draw-in groove 4 on the slide calliper rule 2 of gate location gate is fixed, when water needs draining more, rotate suspension bridge type gate 5, water level according to the required reservation in rice field, gate is located gate locating groove corresponding on the slide calliper rule 23 insertion suspension bridge type gates 5 namely finish height of water level control, unnecessary water flows away from the gate top, according to the requirement of different times rice field water level, select for use the gate locating groove 3 of differing heights to fix suspension bridge type gate 5.In like manner, when using backstay 11 or alignment pin 13 fixedly during the height of suspension bridge type gate 5, rotate suspension bridge type gate 5, the water level of Bao Liuing as required, backstay 11 or alignment pin 13 are assigned in the groove and hole corresponding with height of water level, unnecessary water just flows away from the gate top, does not worry that draining too much causes the too high or too low problem of water level;
2. when the utility model is used for large reservoir and water channel, regulate the height of suspension bridge type gate 5 by being installed in hydraulic pressure draw-bar 15 between suspension bridge type gate 5 and the fixed cross beam 8, the water that is higher than water level flows away from the gate top, realizes the height control of water level.Or substitute hydraulic pressure draw-bar 15 with hawser and come rising and falling of regulating gate, thereby control water level.

Claims (6)

1. sluice is controlled in a suspension bridge type rice field, comprise sluice main body (1) and gate, it is characterized in that: also comprise gate location slide calliper rule (2), described gate location slide calliper rule (2) are provided with gate locating groove (3), gate location slide calliper rule (2) upper end is provided with crossbeam draw-in groove (4), described gate is suspension bridge type gate (5), sluice main body (1) is made up of base plate (6) and two blocks of side plates (7), two blocks of side plates (7) bottom respectively with vertical linking to each other of both sides of base plate (6), the upper end of two side plates (7) is provided with fixed cross beam (8), suspension bridge type gate (5) bottom and base plate (6) are rotatedly connected, and suspension bridge type gate (5) bottom links to each other with sluice main body (1) by gate sealing curtain (9) with side.
2. suspension bridge type according to claim 1 rice field control sluice, it is characterized in that: the inboard symmetry of described two side plates (7) offers groove (10), and backstay (11) is installed on the groove, and described suspension bridge type gate (5) is abutted against on backstay (11).
3. suspension bridge type according to claim 1 rice field control sluice, it is characterized in that: the inboard symmetry of described two side plates (7) offers dowel hole (12), be provided with alignment pin (13) in the pin-and-hole (12), described suspension bridge type gate (5) is abutted against on alignment pin (13).
4. suspension bridge type according to claim 1 rice field control sluice, it is characterized in that: described gate sealing curtain (9) is for fan-shaped, and gate sealing curtain (9) is provided with cambered way (14).
5. suspension bridge type according to claim 1 rice field control sluice, it is characterized in that: be provided with hydraulic pressure draw-bar (15) between described suspension bridge type gate (5) and the fixed cross beam (8), described hydraulic pressure draw-bar (15) one ends link to each other with the upper end of suspension bridge type gate (5), and the other end links to each other with fixed cross beam (8).
6. suspension bridge type according to claim 1 rice field control sluice, it is characterized in that: be divided into two kinds of applying working conditions: (1) is for small-sized gate, at first regulate the height of suspension bridge type gate (5) according to the requirement of water level, suspension bridge type gate (5) is inserted in the gate locating groove (3) corresponding with height of water level then, the control of realization height of water level, (2) for large-scale gate, when described gate location slide calliper rule (2) can't satisfy practical application, regulate the height of suspension bridge type gate (5) by being installed in hydraulic pressure draw-bar (15) between suspension bridge type gate (5) and the fixed cross beam (8), realize the height control of water level.
CN 201320180539 2013-04-11 2013-04-11 Hanging bridge rice field water control gate Expired - Fee Related CN203188188U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320180539 CN203188188U (en) 2013-04-11 2013-04-11 Hanging bridge rice field water control gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320180539 CN203188188U (en) 2013-04-11 2013-04-11 Hanging bridge rice field water control gate

Publications (1)

Publication Number Publication Date
CN203188188U true CN203188188U (en) 2013-09-11

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Application Number Title Priority Date Filing Date
CN 201320180539 Expired - Fee Related CN203188188U (en) 2013-04-11 2013-04-11 Hanging bridge rice field water control gate

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CN (1) CN203188188U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195028A (en) * 2013-04-11 2013-07-10 房琪运 Suspension-bridge-type rice field water control gate
CN105314656A (en) * 2015-11-05 2016-02-10 张桂强 Intelligent control brine solar evaporation system
CN106638517A (en) * 2016-12-06 2017-05-10 金陵科技学院 Irrigation gate of water channel at field
CN111528046A (en) * 2020-05-25 2020-08-14 吴广斌 Automatic control device for paddy field ditch

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195028A (en) * 2013-04-11 2013-07-10 房琪运 Suspension-bridge-type rice field water control gate
CN105314656A (en) * 2015-11-05 2016-02-10 张桂强 Intelligent control brine solar evaporation system
CN106638517A (en) * 2016-12-06 2017-05-10 金陵科技学院 Irrigation gate of water channel at field
CN111528046A (en) * 2020-05-25 2020-08-14 吴广斌 Automatic control device for paddy field ditch

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Addressee: Fang Qiyun

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Granted publication date: 20130911

Termination date: 20150411

EXPY Termination of patent right or utility model