CN110185009A - Coordinated type overturns lock - Google Patents

Coordinated type overturns lock Download PDF

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Publication number
CN110185009A
CN110185009A CN201910518409.5A CN201910518409A CN110185009A CN 110185009 A CN110185009 A CN 110185009A CN 201910518409 A CN201910518409 A CN 201910518409A CN 110185009 A CN110185009 A CN 110185009A
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CN
China
Prior art keywords
lock
gate
overturns
tail gates
coordinated type
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Granted
Application number
CN201910518409.5A
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Chinese (zh)
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CN110185009B (en
Inventor
李孝兵
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Guangdong Jianzhi Technology Co ltd
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Individual
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Priority to CN201910518409.5A priority Critical patent/CN110185009B/en
Publication of CN110185009A publication Critical patent/CN110185009A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/40Swinging or turning gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/54Sealings for gates
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Barrages (AREA)

Abstract

The invention discloses coordinated types to overturn lock, including incorgruous coordinated type overturns lock and coordinated type in the same direction overturns lock.It includes being located at the indoor setting of lock to stack that incorgruous coordinated type, which overturns lock, can incorgruous linkage rotation upper tail gates, the shaft of upper tail gates is located at that gate is not ipsilateral, and the two sides of upper lock gate are fixed with the cantilever for stretching to obliquely downward, cantilevered distal end is rotatably connected to connecting rod, and connecting rod and tail gates are rotatablely connected.It includes being located at the indoor setting of lock to stack that coordinated type in the same direction, which overturns lock, can in the same direction linkage rotation upper tail gates, the shaft of upper tail gates is located at gate the same side, and two lateral roofs of upper lock gate are rotatably connected to " [" the top rotation connection of type connecting rod, connecting rod end and tail gates.Overturning lock provided by the invention erects water blocking in certain water range of flow, is more than upper tail gates while linkage rotation when allowing flow, automatic overturning flood discharge.The invention can improve the water retaining height for overturning lock significantly.

Description

Coordinated type overturns lock
Technical field
The invention belongs to hydraulic engineering fields, are related to a kind of sluice, in particular to a kind of panel turnover sluice gate.
Background technique
Have in panel turnover sluice gate one kind can automatic overturning flood discharge, but need the panel turnover sluice gate of manual reset, referred to as overturning lock, such as specially Sharp " a kind of simple panel turnover sluice gate of 2015204051178- ", the overturning lock is simple and practical, but gate is higher, and impact force is got over when overturning Greatly, therefore when practical application gate height and water retaining height are little, and the maximum gate height of application at present is only 1.3m.
Summary of the invention
Hydraulic engineering many times needs the higher overturning lock of water retaining height.To overcome the shortcomings of existing overturning lock technology, The present invention provides coordinated type and overturns lock, is remarkably improved the existing water retaining height for overturning lock.
The present invention is realized by following two sets of technical solutions:
Scheme one is to provide incorgruous coordinated type and overturns lock, and including being located at, lock is indoor to erect the upper lock gate and tail gates that stack, institute Upper lock gate and lock chamber side wall is stated to be rotatablely connected by upper shaft and Upper shaft sleeve, the tail gates and lock chamber side wall by lower rotary shaft and Lower shaft sleeve rotation connection, the upper shaft are located at gate downstream side, and the lower rotary shaft is located at gate upstream side.The brake application The two sides of door are fixed with the cantilever for stretching to obliquely downward, and the cantilevered distal end is rotatably connected to " 1 " type connecting rod, " 1 " the type connecting rod End and tail gates are rotatablely connected.Notch is equipped in the middle part of the lock top of the upper lock gate.It is slow that the side wall is equipped with upper and lower two pairs limits Stamping, upper limit bolster are located at gate downstream side, are located in same horizontal line with upper shaft, and lower limit bolster is located at lock Passage downstream side, position is higher than or flat lower rotary shaft.The side of the upper lock gate is equipped with side sealing, side, the bottom of the tail gates Side and top margin are respectively equipped with side sealing, end water and top sealing, and side sealing section uses " u "-shaped, and top sealing section uses L " shape, End water uses " one " shape.The upper lock gate, tail gates, cantilever, " 1 " type connecting rod prepared material are steel or alloy.Described upper turn Axis and Upper shaft sleeve prepared material are steel and plastics, and the lower rotary shaft and Lower shaft sleeve are made of water lubrication material and stainless steel material.
The limiting buffer part is made of bolster pedestal, steel spring plate and rubber pad, is fixed with bullet on bolster pedestal Spring steel plate, both sides and centre set three pieces of rubber pads on steel spring plate, and intermediate rubber pad is lower than both sides rubber pad.The bolster Pedestal is made of steel plate.
The incorgruous coordinated type overturns lock, and water blocking is erect in certain water range of flow, and extra water is overflowed from notch; Flood period is more than permissible value when flow, when water level is more than setting, upper lock gate and tail gates linkage rotation simultaneously, separately down trip and Upstream automatic overturning flood discharge.After flood, by manually using bottle gouard moved by hands and mobile bracket, gear is erect in gate pull-up again Water.
Scheme two is to provide coordinated type in the same direction and overturns lock, the upper lock gate and tail gates that the setting including being located at lock chamber stacks, The upper lock gate and lock chamber side wall are rotatablely connected by upper shaft and Upper shaft sleeve, the tail gates and side wall by lower rotary shaft and under Axle sleeve rotation connection, the upper shaft and lower rotary shaft are respectively positioned on gate downstream side.The top two sides of the upper lock gate are fixed with Upper cantilever, the top two sides of the tail gates are fixed with lower cantalever, and upper cantilever end is rotatably connected to " [" type connecting rod, " [" type company The bar other end and lower cantalever are rotatablely connected, and the extended line of upper cantilever and lower cantalever spindle central line is located at lower rotary shaft far from gate The other side.The side wall is equipped with limiting buffer part, and position is " [" below type connecting rod.It is set in the middle part of the lock top of the upper lock gate It is jagged.The side and bottom edge of the upper lock gate and tail gates are respectively equipped with side sealing and end water, and side sealing section uses " U " L shape and " one " shape is respectively adopted in shape, end water section.The upper lock gate, tail gates, " [" type connecting rod, upper shaft and lower turn Axis prepared material is steel or alloy, and the Upper shaft sleeve and Lower shaft sleeve prepared material are steel and plastics.
The coordinated type in the same direction overturns lock, and water blocking is erect in certain water range of flow, and extra water is overflowed from notch; Flood period flow is more than permissible value, when water level is more than setting, upper lock gate and tail gates downstream 90 ° of flood discharges of linkage rotation simultaneously. After flood, by manually using bottle gouard moved by hands and mobile bracket, water blocking is erect in gate pull-up again.
To sum up, compared with prior art, the present invention, which provides the beneficial effect of two schemes, is: can improve and turn over significantly The water retaining height of back brake.
Detailed description of the invention
Fig. 1 is that the incorgruous coordinated type of the present invention overturns lock front view when standing upright;
Fig. 2 is that the incorgruous coordinated type of the present invention overturns lock side view when standing upright;
Fig. 3 is that the incorgruous coordinated type of the present invention overturns lock top view when standing upright;
Fig. 4 is that the incorgruous coordinated type of the present invention overturns side view during lock overturns;
Fig. 5 is that the incorgruous coordinated type of the present invention overturns lock overturning lateral side view;
Fig. 6 is limiting buffer part front view of the present invention;
Fig. 7 is limiting buffer part side view of the present invention.
Fig. 8 is that coordinated type in the same direction of the invention overturns lock front view when standing upright;
Fig. 9 is that coordinated type in the same direction of the invention overturns lock side view when standing upright;
Figure 10 is that coordinated type in the same direction of the invention overturns lock top view when standing upright;
Figure 11 is that coordinated type in the same direction of the invention overturns lock overturning lateral side view.
In figure: 1- lock chamber, 11- side wall, 2- upper lock gate, 21- upper shaft, 22- Upper shaft sleeve, 23- cantilever, 24- notch, 25- Upper cantilever, 3- tail gates, 31- lower rotary shaft, 32- Lower shaft sleeve, 35- lower cantalever, 41- " 1 " type connecting rod, 42- " [" type connecting rod, the side 51- Sealing, 52- end water, 53- push up sealing, 6- limiting buffer part, 61- bolster pedestal, 62- steel spring plate, 63- rubber pad.
Specific embodiment
For the ease of the understanding of those skilled in the art, below in conjunction with the drawings and specific embodiments to two schemes of the invention It is described in further detail.
The incorgruous coordinated type of scheme one overturns lock embodiment:
Incorgruous coordinated type overturns lock as shown in figs. 1-7, and 1 clear span of lock chamber is 2.0m, and 2 height of upper lock gate is 2.2m, 3 height of tail gates For 2.3m, 24 height of notch is 0.5m, and width 0.9m, 23 length of cantilever is 1.0m, and 41 length of " 1 " type connecting rod is 0.84m;On Shaft is 2.4m to pocket floor height, is 0.12m to gate plate spacing;Lower rotary shaft is 0.89m to pocket floor height, arrives gate plate spacing For 0.12m;Gate total weight is 1550kg.When the upstream depth of water is raised to 4.5m from 4m, the synthesis torque of gate increases from -582kgm It is added to 360kgm, illustrates that gate is more stable when standing upright, when overturning is relatively reliable.
Preferably, lock chamber side wall 11 uses armored concrete cast in situs, and pre-buried upper shaft 21, lower turn on side wall 11 Axis 31 and bolster pedestal 61.
Preferably, the upper shaft 21 and 22 prepared material of Upper shaft sleeve are steel and nylon.The lower rotary shaft 31 and lower axle Set 32 is made of stainless steel and nylon material.
Preferably, the upper lock gate 2, tail gates 3, cantilever 23, " 1 " type connecting rod 41, Upper shaft sleeve 22 and Lower shaft sleeve 32 are in work Factory's production, prepared material use steel.The cantilever 23 is welded or riveted with upper lock gate.
Preferably, the upper lock gate 2 and tail gates 3 are installed at the scene, it is rotatablely connected with side wall 11." 1 " the type connecting rod 41, Upper shaft sleeve 22, Lower shaft sleeve 32, steel spring plate 62 and rubber pad 63 are installed at the scene.
Further, upper lock gate 2 described in scheme one can also fill hydraulic device, the rotation of active control gate.
The course of work in one embodiment of scheme:
Non-flood season, is come water flow hour, and upper lock gate 2 and tail gates 3 erect water blocking, and most time water level is on 24 position of notch Lower fluctuation, Yu Shuicong notch overflow, and the synthesis tilting moment of upper lock gate 2 and tail gates 3 is negative value at this time;Flood period, Lai Shuiliu Amount increases, and water level increases, and the synthesis tilting moment of upper lock gate 2 and tail gates 3 increases, and when water level is more than setting, gate loses flat Weighing apparatus, upper lock gate 2 and tail gates 3 while linkage rotation, separately down trip and the flood discharge of upstream automatic overturning.
It is overturned since tail gates flow to upstream against the current, the resistance of water can slow down gate and overturn speed, reduce gate impact force. Buffer function after gate overturns when contact limiting buffer part 6 by steel spring plate 62 and rubber pad 63, further decreases gate Impact force, the gravity and viscous force of water can inhibit gate elasticity to jump again.
After flood, when carrying out water flow and becoming smaller, by manually using bottle gouard moved by hands and mobile bracket, gate pull-up is erected again Vertical water blocking.
Above-described embodiment is the preferable implementation that the incorgruous coordinated type of the present invention overturns a kind of concrete specification of lock, not pair The present invention makes any form of restriction, according to the technical essence of the invention, it is made it is any it is simple modification, equivalent replacement with Improve etc., it still falls within the protection scope of technical solution of the present invention.
The coordinated type in the same direction of scheme two overturns lock embodiment:
Coordinated type in the same direction overturns lock as illustrated in figs. 8-11, and net 1 width of lock chamber is 1.7m, and 2 height of upper lock gate is 1.3m, and tail gates 3 are high Degree is 1.3m, and 24 height of notch is 0.3m, and width 0.74m, " [42 lateral length of " type connecting rod is 0.19m, and longitudinal length is 1.3m;Upper shaft is identical to tail gates bottom vertical range as lower rotary shaft to upper lock gate bottom, is 0.48m, shaft is between gate sheet Away from being 0.12m;Gate total weight is 650kg.When the upstream depth of water is raised to 2.6m from 2.3m, the synthesis torque of gate (is not counted Friction) from -49.3kgm increase to 55.8kgm, illustrate that gate is more stable when standing upright, when overturning is relatively reliable.
Preferably, two lock chamber side wall 11 of scheme uses armored concrete cast in situs, and the pre-buried upper shaft on side wall 11 21, lower rotary shaft 31 and bolster pedestal 61.
Preferably, upper lock gate 2, tail gates 3 described in scheme two, upper shaft 21, lower rotary shaft 31, " [" type connecting rod 42, in factory Production, prepared material use steel.Upper shaft sleeve 22 and 32 prepared material of Lower shaft sleeve are steel and nylon.
Preferably, upper lock gate 2, tail gates 3 described in scheme two, " [" type connecting rod 42, steel spring plate 62 and rubber pad 63 are existing Field installation.
Further, upper lock gate 2 described in scheme two can also fill hydraulic device, the rotation of active control gate.
The course of work in two embodiment of scheme:
Non-flood season, is come water flow hour, and upper lock gate 2 and tail gates 3 erect water blocking, and most time water level is on 24 position of notch Lower fluctuation, Yu Shuicong notch 24 overflow, and the synthesis tilting moment of upper lock gate 2 and tail gates 3 is negative value at this time;Flood period, water Flow increases, and water level increases, and the synthesis tilting moment of upper lock gate 2 and tail gates 3 increases, and when water level is more than setting, gate is lost Balance, upper lock gate 2 and tail gates 3 link downstream be rotated by 90 ° flood discharge simultaneously.
" [42 bottom of " connecting rod contacts limiting buffer part 6, can reduce gate impact force when gate overturns.
After flood, when carrying out water flow and becoming smaller, by manually using bottle gouard moved by hands and mobile bracket, gate pull-up is erected again Vertical water blocking.
Above-described embodiment is that coordinated type overturns the preferable implementation of concrete specification of lock a kind of to the present invention in the same direction, not pair The present invention makes any form of restriction, according to the technical essence of the invention, it is made it is any it is simple modification, equivalent replacement with Improve etc., including three layers and three layers or more of gate linkage, still fall within the protection scope of technical solution of the present invention.

Claims (13)

1. incorgruous coordinated type overturns lock, the upper lock gate (2) and tail gates (3) that the setting including being located in lock chamber (1) stacks, described Upper lock gate and lock chamber side wall (11) are rotatablely connected by upper shaft (21) and Upper shaft sleeve (22), under the tail gates pass through with side wall Shaft (31) and Lower shaft sleeve (32) rotation connection, the upper shaft are located at gate downstream side, and the lower rotary shaft is located on gate Side is swum, the two sides of the upper lock gate are fixed with the cantilever (23) for stretching to obliquely downward, and the cantilevered distal end is rotatably connected to " 1 " type Connecting rod (41), " 1 " the type connecting rod end and tail gates are rotatablely connected.
2. incorgruous coordinated type according to claim 1 overturns lock, it is characterised in that: in the middle part of the lock top of the upper lock gate (2) Equipped with notch (24).
3. incorgruous coordinated type according to claim 1 overturns lock, it is characterised in that: the side wall (11) is equipped with upper and lower two pairs Limiting buffer part (6), upper limit bolster are located at gate downstream side, are located in same horizontal line with upper shaft (21), lower limit Bit buffering part is located at gate downstream side, and position is higher than or flat lower rotary shaft (31).
4. incorgruous coordinated type according to claim 1 overturns lock, it is characterised in that: the side of the upper lock gate (2) is equipped with Side sealing (51), side sealing section use " u "-shaped.
5. incorgruous coordinated type according to claim 1 overturns lock, it is characterised in that: side, the bottom edge of the tail gates (3) It is respectively equipped with side sealing (51), end water (52) and top sealing (53) with top margin, side sealing section uses " u "-shaped, and end water is cut Face uses " one " shape, and top sealing section uses L shape.
6. incorgruous coordinated type according to claim 1 overturns lock, it is characterised in that: the upper lock gate (2), tail gates (3), cantilever (23), " 1 " type connecting rod (41) prepared material are steel or alloy.
7. incorgruous coordinated type according to claim 1 overturns lock, it is characterised in that: the upper shaft (21) and Upper shaft sleeve (22) prepared material is steel and plastics, and the lower rotary shaft (31) and Lower shaft sleeve (32) are by water lubrication material and stainless steel material system At.
8. incorgruous coordinated type according to claim 1 overturns lock, it is characterised in that: the limiting buffer part (6) is by delaying Stamping pedestal (61), steel spring plate (62) and rubber pad (63) form, and are fixed with steel spring plate, steel spring plate on bolster pedestal On set both sides and intermediate three pieces of rubber pads, intermediate rubber pad is lower than both sides rubber pad.
9. coordinated type in the same direction overturns lock, the upper lock gate (2) and tail gates (3) that the setting including being located in lock chamber (1) stacks, described Upper lock gate and lock chamber side wall (11) are rotatablely connected by upper shaft (21) and Upper shaft sleeve (22), under the tail gates pass through with side wall Shaft (31) and Lower shaft sleeve (32) rotation connection, the upper shaft and lower rotary shaft are respectively positioned on gate downstream side, the upper lock gate Top two sides be fixed with upper cantilever (25), the top two sides of the tail gates are fixed with lower cantalever (35), upper cantilever end turn It is dynamic to be connected with " [" type connecting rod (42), " [" the type connecting rod other end and the rotation connection of lower cantalever end, the end of upper cantilever and lower cantalever The extended line of end spindle central line is located at the other side of the lower rotary shaft far from gate.
10. coordinated type according to claim 9 overturns lock, it is characterised in that: be equipped in the middle part of the lock top of the upper lock gate (2) Notch (24).
11. coordinated type in the same direction according to claim 9 overturns lock, it is characterised in that: the upper lock gate (2) and tail gates (3) side and bottom edge is respectively equipped with side sealing (51) and end water (52), and side sealing section uses " u "-shaped, end water section L shape and " one " shape is respectively adopted.
12. coordinated type in the same direction according to claim 9 overturns lock, it is characterised in that: it is slow that the side wall (11) is equipped with limit Stamping (6), limiting buffer part is " [" below type connecting rod.
13. coordinated type in the same direction according to claim 9 overturns lock, it is characterised in that: the upper lock gate (2), tail gates (3), upper cantilever (25), lower cantalever (35), " [" type connecting rod (42), upper shaft (21) and lower rotary shaft (31) prepared material be steel or conjunction Gold, the Upper shaft sleeve (21) and Lower shaft sleeve (31) prepared material are steel and plastics.
CN201910518409.5A 2019-06-23 2019-06-23 Linkage type turnover gate Active CN110185009B (en)

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Application Number Priority Date Filing Date Title
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CN201910518409.5A CN110185009B (en) 2019-06-23 2019-06-23 Linkage type turnover gate

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CN110185009B CN110185009B (en) 2023-08-15

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111648319A (en) * 2020-05-19 2020-09-11 湖北众堃科技股份有限公司 Self-discharging gate and embedded part thereof

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Cited By (1)

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Publication number Priority date Publication date Assignee Title
CN111648319A (en) * 2020-05-19 2020-09-11 湖北众堃科技股份有限公司 Self-discharging gate and embedded part thereof

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