CN103225290A - Anti-freezing device for sluice gate - Google Patents

Anti-freezing device for sluice gate Download PDF

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Publication number
CN103225290A
CN103225290A CN2013101827356A CN201310182735A CN103225290A CN 103225290 A CN103225290 A CN 103225290A CN 2013101827356 A CN2013101827356 A CN 2013101827356A CN 201310182735 A CN201310182735 A CN 201310182735A CN 103225290 A CN103225290 A CN 103225290A
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China
Prior art keywords
jet pipe
gate
submersible pump
freezing device
wire rope
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CN2013101827356A
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CN103225290B (en
Inventor
刘万新
翟兴无
胡国智
王峰山
迟守旭
程靖
蔡胜利
赵小娜
李梅
刘顺萍
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China Water Resources Beifang Investigation Design and Research Co Ltd
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China Water Resources Beifang Investigation Design and Research Co Ltd
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Abstract

The invention discloses an anti-freezing device for a sluice gate. The anti-freezing device is arranged in front of the gate, and comprises a submersible pump, a jet pipe, multiple guide pulleys and a fixed winch, wherein a guide pulley is arranged on the top of each gate pier upstream face; the submersible pump and the jet pipe which is horizontally arranged in front of the gate are arranged in water in front of the gate; the fixed winch is arranged in a control building on the shoreside; the fixed winch is connected with the multiple guide pulleys through a main steel wire rope; the jet pipe is respectively connected with the main steel wire rope through the guide pulleys according to multiple auxiliary steel wire ropes, so that the fixed winch is started to drive the main steel wire rope to adjust the depth of the jet pipe and the submersible pump in the water; the jet pipe is a straight pipe; a plurality of upward jet pores are drilled on the pipe; and the submersible pump is communicated with the jet pipe. According to the device, the water body in front of the gate panel can be prevented from being frozen, the damage of ice pressure on the gate is avoided, the service life of the gate is prolonged, and the maintenance and repair cost of the gate is saved.

Description

The anti-freezing device that is used for the sluice gate
Technical field
The present invention relates to the anti-freezing device of a kind of hydraulic engineering, specifically, is a kind of anti-freezing device of sluice gate that is used for.
Background technology
River course, the north in winter can freeze, and the sluice gate on the river course can deform under the ice pressure effect.Near ice sheet, gate can quicken corrosion, and is untimely as maintenance, and its panel even quilt rust are worn.The generation of these phenomenons has had a strong impact on the performance of sluice function, threatens the safety of sluice.In the sluice design, should prevent the destruction of quiet ice pressure to the sluice gate.
Summary of the invention
Technical problem to be solved by this invention is, a kind of simple in structure, easy to operate, safe and reliable, the operation maintenance amount is little, power consumption is economized anti-freezing device that is used for the sluice gate is provided.
In order to solve the problems of the technologies described above, the technical solution used in the present invention is: a kind of anti-freezing device that is used for the sluice gate, anti-freezing device is arranged in the gate front, anti-freezing device comprises submersible pump, jet pipe, a plurality of leading blocks and wire rope hoist, be provided with a leading block in the top side of each gate pier upstream face, submersible pump and the traverse jet pipe in the gate front is positioned in the water of gate front, wire rope hoist is arranged in the control building on bank, wire rope hoist links to each other with a plurality of leading blocks by main rope, jet pipe is connected with main rope by leading block respectively by a plurality of auxilliary wire rope, make wire rope hoist open the drive main rope and regulate the jet pipe and the degree of depth of submersible pump in water, jet pipe is a straight tube, be drilled with a plurality of jet apertures that aim at the top on the pipe, submersible pump communicates with jet pipe.
Described a plurality of jet hole diameter is identical, and spacing is identical, and percent opening is slightly less than the cross-sectional area of jet pipe.
Described jet pipe is apart from water surface elevation 0.3~0.5m, and the jet pipe merogenesis is made and installed, and the length of every joint is 1/2 of lock hole width.
The distance of described jet pipe range gate is greater than 3m.
Described submersible pump is portable submersible pump, is suspended on the main rope.
Described wire rope hoist is a slow-motion hoist.
Described jet pipe is the DN65 coating steel pipe, and steel pipe is a straight tube, and to the jet aperture that bores a row φ 5mm, pitch of holes is 500mm along tube side.
The invention has the beneficial effects as follows:, open this device and can before gate, form non-icing zone together, thereby make the gate panel exempt from the destruction of ice pressure by the defroster that submersible pump, jet pipe, leading block and wire rope hoist are formed.It is simple in structure, easy to operate, safe and reliable, the operation maintenance amount is little, power consumption is economized, and reaches the preceding water body of disturbance gate and avoids its purpose of freezing, thereby prolonged the application life of gate, the maintenance maintenance expense of having saved sluice.
Description of drawings
Fig. 1 is used for the structural representation of the anti-freezing device of sluice gate for the present invention;
Fig. 2 is the profile of overlooking of Fig. 1.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the present invention is described in further detail:
As Fig. 1, shown in 2, the anti-freezing device that is used for the sluice gate of the present invention, anti-freezing device is arranged in gate 4 fronts, anti-freezing device comprises submersible pump 6, jet pipe 5, a plurality of leading blocks 2 and wire rope hoist 8, be provided with a leading block 2 in the top side of each gate pier 1 upstream face, submersible pump 6 and the traverse jet pipe 5 in the gate front is positioned in the water of gate 4 fronts, wire rope hoist 8 is arranged in the control building on bank, wire rope hoist 8 links to each other with a plurality of leading blocks 2 by main rope 3, jet pipe 5 is connected with main rope 3 by leading block 2 respectively by a plurality of auxilliary wire rope 9, make wire rope hoist 8 open drive main rope 3 and regulate the jet pipe 5 and the degree of depth of submersible pump 6 in water, jet pipe 5 is a straight tube, be drilled with a plurality of jet apertures 10 that aim at the top on the pipe, submersible pump 6 communicates with jet pipe 5.
Described a plurality of jet aperture 10 diameters are identical, and spacing is identical, and percent opening is slightly less than the cross-sectional area of jet pipe.
Described jet pipe 5 is apart from water surface elevation 0.3~0.5m, and the jet pipe merogenesis is made and installed, and the length of every joint is 1/2 of lock hole width.The jet pipe perforated area is slightly less than its cross-sectional area, needs to guarantee jet orifice after the installation upwards.For having lateral opening sluice, the length of its jet pipe can change according to river water level to be adjusted.
The distance of described jet pipe 5 range gates 4 is greater than 3m.Distance is too near, and then water disturbance is violent before the gate, and gate can accelerate the failure.
Described submersible pump 6 is portable submersible pump, is suspended on the main rope 3.
Described wire rope hoist is a slow-motion hoist, can realize the fine setting of jet pipe underwater penetration.
Described jet pipe is the DN65 coating steel pipe, and steel pipe is a straight tube, and to the jet aperture that bores a row φ 5mm, pitch of holes is 500mm along tube side.Water is injected in the water through the jet aperture, promotes water body and forms spray, stirs water body, suppresses the purpose that water body freezes thereby reach.
Specifically, wire rope hoist 8 is arranged in the sluice left and right banks control building, and the wire rope hoist of selecting for use is a JJMW1 type slow-motion hoist, and its capacity is 10KN, lift 10m, and average rope speed is lower than 4.5m/min.The hoist engine basis is arranged and installed to be needed to cooperate with manufacturer, must make to be built on the rock.
Leading block 2 is arranged in the side at gate pier 1 top, and promptly 100~200mm is pushed up apart from pier in the top side of upstream face.Leading block 2 bases are embedded in the gate pier 1, are processed into the square of 200x200mm with the 5mm steel plate.Leading block 2 pedestals and basis welding, throat depth is not less than 8mm.
Leading block 2 diameter phi 200mm, bearing adopts the self-lubricating composite sliding bearing.During first the installation, require grease up according to bearing producer.After installing, leading block should rotate flexible no jam phenomenon.
Jet pipe 5 is connected with auxilliary wire rope 9 usefulness snap rings, and tightens with nut.It is that 6 * 19-15.5-1400-1-is zinc-plated that auxilliary wire rope adopts model, and its length is determined according to sluice gate pier height and lock hole width.
Jet pipe 5 adopts the DN65 coating steel pipe, and to the jet aperture 10 that bores 1 row φ 5mm, pitch of holes 500mm should guarantee after the installation that the jet aperture upwards along tube side.
Submersible pump 6 adopts the 80QW30-15-3 model, and lift is 15m, and flow is 30m 3/ h, power of motor are 3kW, and water-proof cable length 15m(is not less than the gate pier height).Submersible pump 6 outlets reliably are connected with jet pipe 5 with flexible pipe, guarantee water-tight.Submersible pump 6 is suspended on main rope 3.The submersible pump operating position is placed under water, and can not be placed in the mud, adjust submersible pump placement height according to river channel sedimentation situation and SEA LEVEL VARIATION situation.
Wire rope hoist 8 is provided with high-low limit protection and overload protection device.When the initial stage installs, jet pipe 5 is placed on the gate floor 7 carries out, this position is the limit inferior position of wire rope hoist 8.The limes superiors position is that jet pipe 5 is left the water to the gate pier top, arrive this position after, hoist engine should quit work.
The cable of submersible pump and hoist engine inserts in the sluice control system, realizes the automatic control of this device.In the sluice control room, click the mouse slightly and to finish the underwater penetration that jet pipe was opened and adjusted to this device.
Should carry out twice debugging after all devices installation, for the first time before the river course water flowing, mainly check the duty of hoist engine 8 and leading block 2, require hoist engine to operate steadily, jet pipe 5 liftings freely, assembly pulley works well, no jam phenomenon.Check after the river course water flowing for the second time, mainly check the duty of submersible pump and the sealing of jet pipe pipeline, also will regulate the position of jet pipe in water, determine the underwater penetration when spray is maximum.
Below use of the present invention is described:
1, all devices and accessory buying in advance is transported to situ configuration, installation.Carry out field adjustable after the installation, guarantee that all joints of jet pipe and submersible pump must not leak.
2, after anti-freezing device Installation and Debugging are finished, enable when outside temperature is near zero point when winter.Surpass 10 holes as the sluice hole count, two these devices of cover can be set.
3, open hoist engine and regulate the degree of depth of jet pipe in water, note observing near the spray the jet pipe in the river course, select the position of spray maximum, make anti-freeze best results.
4, river water level is lower or deposit when serious, should stop using this device.Otherwise, can cause the submersible pump can't operate as normal, the phenomenon of riverway sludge alluvial jet pipe takes place, thereby can not form spray, the anti-freezing effect of influence.
5, can stop this device after temperature rising and river course freeze thawing.After stopping using, jet pipe and submersible pump are left the water, pull down jet pipe and submersible pump, pipeline and submersible pump are overhauled, safeguard, clean, remove deposit in the jet pipe, jet pipe is kept clear.
6, after cleaning is finished, jet pipe and submersible pump are properly preserved, treated to install and use when arrive winter.
7, before flood season arrival or the sluice gate opening, jet pipe, submersible pump must be left the water, otherwise can influence the sluice water flowing, hinder river course flood.
The present invention is arranged on the sluice in the river course, the river course freezes and opens season in the winter time, before the sluice gate, form non-icing zone together, freeze with water body before the prevention gate, make sluice gate panel exempt from the destruction of ice pressure, reach the prolongation sluice gate purpose in application life, thus the fund of having saved the gate maintenance maintenance.
Above-described embodiment only is used to illustrate technological thought of the present invention and characteristics, its purpose is to make those skilled in the art can understand content of the present invention and implements according to this, can not only limit claim of the present invention with present embodiment, be equal variation or the modification that all disclosed spirit is done, still drop in the claim of the present invention.

Claims (7)

1. anti-freezing device that is used for the sluice gate, it is characterized in that, anti-freezing device is arranged in gate (4) front, anti-freezing device comprises submersible pump (6), jet pipe (5), a plurality of leading blocks (2) and wire rope hoist (8), top side at each gate pier (1) upstream face is provided with a leading block (2), submersible pump (6) and the traverse jet pipe (5) in the gate front is positioned in the water of gate (4) front, wire rope hoist (8) is arranged in the control building on bank, wire rope hoist (8) links to each other with a plurality of leading blocks (2) by main rope (3), jet pipe (5) is connected with main rope (3) by leading block (2) respectively by a plurality of auxilliary wire rope (9), make wire rope hoist (8) open drive main rope (3) and regulate the jet pipe (5) and the degree of depth of submersible pump (6) in water, jet pipe (5) is a straight tube, be drilled with a plurality of jet apertures (10) that aim at the top on the pipe, submersible pump (6) communicates with jet pipe (5).
2. the anti-freezing device that is used for the sluice gate according to claim 1 is characterized in that described a plurality of jet apertures (10) diameter is identical, and spacing is identical, and percent opening is slightly less than the cross-sectional area of jet pipe.
3. the anti-freezing device that is used for the sluice gate according to claim 1 is characterized in that, described jet pipe (5) is apart from water surface elevation 0.3~0.5m, and the jet pipe merogenesis is made and installed, and the length of every joint is 1/2 of lock hole width.
4. the anti-freezing device that is used for the sluice gate according to claim 1 is characterized in that the distance of described jet pipe (5) range gate (4) is greater than 3m.
5. the anti-freezing device that is used for the sluice gate according to claim 1 is characterized in that described submersible pump (6) is portable submersible pump, is suspended on the main rope (3).
6. the anti-freezing device that is used for the sluice gate according to claim 1 is characterized in that described wire rope hoist is a slow-motion hoist.
7. the anti-freezing device that is used for the sluice gate according to claim 2 is characterized in that described jet pipe is the DN65 coating steel pipe, and steel pipe is a straight tube, and to the jet aperture that bores a row φ 5mm, pitch of holes is 500mm along tube side.
CN201310182735.6A 2013-05-17 2013-05-17 Anti-freezing device for sluice gate Active CN103225290B (en)

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Application Number Priority Date Filing Date Title
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CN103225290B CN103225290B (en) 2015-06-10

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104480906A (en) * 2014-12-11 2015-04-01 国家电网公司 Gate slot anti-icing heating device
CN105951662A (en) * 2016-06-29 2016-09-21 沈阳农业大学 Disturbance antifreezing device
CN106702972A (en) * 2017-02-07 2017-05-24 芜湖市银鸿液压件有限公司 Hydraulic dam anti-freezing device and use method thereof
CN107217651A (en) * 2017-07-28 2017-09-29 中国电建集团成都勘测设计研究院有限公司 Whirlpool vortex reducing means
CN108425345A (en) * 2018-05-24 2018-08-21 芜湖市银鸿液压件有限公司 A kind of antifreeze gate admission gear
CN108547266A (en) * 2018-05-24 2018-09-18 芜湖市银鸿液压件有限公司 A kind of closed antifreeze gate
CN108677888A (en) * 2018-05-24 2018-10-19 芜湖市银鸿液压件有限公司 A kind of antifreeze gate
CN108729419A (en) * 2018-05-24 2018-11-02 芜湖市银鸿液压件有限公司 A kind of sealed antifreeze gate
CN113981912A (en) * 2021-11-02 2022-01-28 河北省水利水电勘测设计研究院集团有限公司 Anti-icing static pressure device for open top gate of reservoir

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030026660A1 (en) * 2001-08-01 2003-02-06 Chun-Ching Wu Automatically opened and closed water gate
KR100789936B1 (en) * 2006-09-29 2008-01-02 문화종합건설(주) Watercourse weir using turning type floodgate
CN101837822A (en) * 2009-03-18 2010-09-22 李全亮 Submersible-type icebreaking device
CN201896308U (en) * 2010-11-18 2011-07-13 松江河发电厂 Manual and automatic integrated ice breaking device for arc door of dam
CN102650122A (en) * 2012-05-10 2012-08-29 中国水电顾问集团西北勘测设计研究院 Anti-freezing and de-icing mechanism for lock gate or arc gate
CN202559319U (en) * 2012-05-10 2012-11-28 中国水电顾问集团西北勘测设计研究院 Gate or radial gate anti-freezing deicing device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030026660A1 (en) * 2001-08-01 2003-02-06 Chun-Ching Wu Automatically opened and closed water gate
KR100789936B1 (en) * 2006-09-29 2008-01-02 문화종합건설(주) Watercourse weir using turning type floodgate
CN101837822A (en) * 2009-03-18 2010-09-22 李全亮 Submersible-type icebreaking device
CN201896308U (en) * 2010-11-18 2011-07-13 松江河发电厂 Manual and automatic integrated ice breaking device for arc door of dam
CN102650122A (en) * 2012-05-10 2012-08-29 中国水电顾问集团西北勘测设计研究院 Anti-freezing and de-icing mechanism for lock gate or arc gate
CN202559319U (en) * 2012-05-10 2012-11-28 中国水电顾问集团西北勘测设计研究院 Gate or radial gate anti-freezing deicing device

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104480906A (en) * 2014-12-11 2015-04-01 国家电网公司 Gate slot anti-icing heating device
CN104480906B (en) * 2014-12-11 2016-12-07 国家电网公司 The anti-icing heater of gate lock groove
CN105951662A (en) * 2016-06-29 2016-09-21 沈阳农业大学 Disturbance antifreezing device
CN106702972A (en) * 2017-02-07 2017-05-24 芜湖市银鸿液压件有限公司 Hydraulic dam anti-freezing device and use method thereof
CN107217651A (en) * 2017-07-28 2017-09-29 中国电建集团成都勘测设计研究院有限公司 Whirlpool vortex reducing means
CN108425345A (en) * 2018-05-24 2018-08-21 芜湖市银鸿液压件有限公司 A kind of antifreeze gate admission gear
CN108547266A (en) * 2018-05-24 2018-09-18 芜湖市银鸿液压件有限公司 A kind of closed antifreeze gate
CN108677888A (en) * 2018-05-24 2018-10-19 芜湖市银鸿液压件有限公司 A kind of antifreeze gate
CN108729419A (en) * 2018-05-24 2018-11-02 芜湖市银鸿液压件有限公司 A kind of sealed antifreeze gate
CN113981912A (en) * 2021-11-02 2022-01-28 河北省水利水电勘测设计研究院集团有限公司 Anti-icing static pressure device for open top gate of reservoir

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