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.