WO2022017542A1 - Water retaining and flushing stoplog gate for lock chamber water-drained overhauling, and drainage method - Google Patents

Water retaining and flushing stoplog gate for lock chamber water-drained overhauling, and drainage method Download PDF

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Publication number
WO2022017542A1
WO2022017542A1 PCT/CN2021/114644 CN2021114644W WO2022017542A1 WO 2022017542 A1 WO2022017542 A1 WO 2022017542A1 CN 2021114644 W CN2021114644 W CN 2021114644W WO 2022017542 A1 WO2022017542 A1 WO 2022017542A1
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WIPO (PCT)
Prior art keywords
water
hole
gate
lock chamber
bottom plate
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PCT/CN2021/114644
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French (fr)
Chinese (zh)
Inventor
张丽
潘中奇
杨丽颖
周蝾
黎小红
郝相如
金泽康
Original Assignee
中国长江三峡集团有限公司
北京市凉水河管理处
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Priority claimed from CN202022818834.7U external-priority patent/CN213867669U/en
Priority claimed from CN202011371213.7A external-priority patent/CN112459017A/en
Application filed by 中国长江三峡集团有限公司, 北京市凉水河管理处 filed Critical 中国长江三峡集团有限公司
Priority to DE112021000157.4T priority Critical patent/DE112021000157T5/en
Priority to GB2207572.5A priority patent/GB2606641B/en
Priority to JP2022528617A priority patent/JP7346735B2/en
Publication of WO2022017542A1 publication Critical patent/WO2022017542A1/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
    • E02B7/22Stop log dams; Emergency 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

Definitions

  • the invention relates to a sluice chamber draining, overhauling, blocking, flushing, and stacking beam doors and a drainage method.
  • the technical problem to be solved by the present invention is to provide a sluice chamber draining, repairing, water-retaining, flushing beam door and a drainage method, which can effectively alleviate the adverse effects of high water head filling on the sluice chamber floor.
  • the utility model relates to a water-retaining and flushing stacked beam door for draining and repairing a lock chamber.
  • Curved pipes are fixedly connected at both ends of the gate, and the upper ends of the curved pipes are respectively connected to the first water inlet hole and the first drainage hole arranged in the gate.
  • one of the gates is the first A water inlet hole is communicated with the first drainage hole on the other gate plate, and the first water inlet hole, the first drainage hole and the curved pipe are connected to form a curved flow channel; a second drainage hole is opened in the bottom plate, the second One end of the drainage hole is connected with the lower end of the curved flow channel, and the other end of the second drainage hole is connected with the backwater surface of the bottom plate; a second water inlet hole is arranged in the top plate, one end of the second water inlet hole is connected with the upper end of the curved flow channel, and the second water inlet The other end of the hole is connected with the water-facing surface of the top plate, and a valve is arranged in the second water inlet hole.
  • the valve includes a cylinder installed on the top plate and a valve hole opened in the top plate, the valve hole intersects with the second water inlet hole, a plunger is arranged in the valve hole, and the plunger is connected to the cylinder.
  • a plurality of limit tubes are installed on the water-facing surface of the ram, and rubber airbags are arranged in each limiter tube, and the rubber airbags are connected with the buoy through a hose.
  • a shut-off valve and a pressure gauge are installed on the hose.
  • a method for draining the lock chamber chamber by using the lock chamber chamber to drain and repair the water blocking and flushing stack beam door After the valve is opened, the water in the front-stage lock chamber passes through the second water inlet hole, the curved flow channel and the second drainage hole. It is discharged into the rear-stage sluice chamber.
  • the water level of the rear-stage sluice chamber rises to more than 1/2 of the height of the bottom plate, it will inflate into each rubber air bag, and the rubber air bag will drag the sluice plates at all levels upward.
  • the gap between the plate and the gate or the gap between the gate and the bottom plate flows into the rear stage chamber.
  • the beneficial effects of the invention are as follows: the high head water filling of the rear stage lock chamber is changed to low water filling, and the curved flow channel is used to slow down the water flow speed, so as to greatly reduce the impact of the high head water flow on the floor of the rear stage lock chamber.
  • the airbag will hold up the gate, so that the water flow is filled into the back-stage lock chamber from the bottom.
  • the water in the back-stage lock chamber buffers the influent water flow, and at the same time, the original vertical impact on the bottom of the back-stage lock chamber is changed to enter the lock chamber horizontally, thereby further weakening the impact force of the water flow on the floor of the lock chamber.
  • Fig. 1 is the front view of the present invention
  • Fig. 2 is the rear view of the present invention
  • FIG. 3 is a schematic cross-sectional structure diagram at A-A in FIG. 1 .
  • door slot 1 top plate 2, gate 3, curved pipe 4, bottom plate 5, buoy 6, limit pipe 7, rubber air bag 8, stop valve 9, and pressure gauge 10, hose 11, cylinder 12, valve Hole 13 , plunger 14 , second water inlet hole 15 , first water inlet hole 16 , first drain hole 17 , second drain hole 18 , rear stage lock chamber 19 , front stage lock chamber 20 .
  • a water-retaining and flushing stacked beam door for draining and repairing a lock chamber comprising a door slot 1, a bottom plate 5 inserted in the door slot 1, a plurality of shutter plates 3 and a top plate 2, a bottom plate 5, a plurality of shutter plates 3 and a top plate
  • a gasket is provided between the two ends of the gate 3, and a U-shaped curved pipe 4 is fixedly connected at both ends of the gate 3.
  • the upper end of the curved pipe 4 is connected to the first water inlet hole 16 and the first drainage hole 17 arranged in the gate 3 respectively.
  • the first water inlet hole 16 on one of the gates 3 is communicated with the first drain hole 17 on the other gate 3, and the first water inlet hole 16, the first drain hole
  • the hole 17 and the curved pipe 4 are connected to form a curved flow channel; a second drainage hole 18 is opened in the bottom plate 5, one end of the second drainage hole 18 is connected with the lower end of the curved flow channel, and the other end of the second drainage hole 18 is connected with the back surface of the bottom plate 5.
  • There is a second water inlet 15 in the top plate 2 one end of the second water inlet 15 is communicated with the upper end of the curved flow channel, and the other end of the second water inlet 15 is connected with the upstream surface of the top plate 2.
  • 15 is provided with a valve.
  • the valve can be opened, and the water in the pre-stage lock chamber passes through the second water inlet hole 15 and the curved flow channel, and is discharged from the second drainage hole 18.
  • the high-head water filling of the latter-stage sluice chamber is changed to low-level water filling, and the curved flow channel is used to slow down the water flow speed, which greatly weakens the high-head water flow to the latter-stage sluice chamber. Impact of the bottom plate 5.
  • the lifting rope can be connected to the two curved pipes 4 to lift the gate 3 .
  • the valve includes a cylinder 12 installed on the top plate 2 and a valve hole 13 opened in the top plate 2.
  • the valve hole 13 intersects with the second water inlet hole 15, and a plunger 14 is arranged in the valve hole 13, and the plunger 14 is connected to the valve hole 13.
  • Cylinder 12 is turned on.
  • the cylinder 12 drives the plunger 14 to open and close the second water inlet hole 15 quickly and conveniently during the movement of the valve hole 13 .
  • a plurality of limit tubes 7 are installed on the water-facing surface of the gate 3 , and rubber airbags 8 are arranged in each limiter tube 7 , and the rubber airbags 8 are connected to the buoy 6 through quick joints and hoses 11 .
  • the compressed air enters the rubber air bag 8
  • the inflated rubber air bag 8 generates buoyancy to hold up the shutter 3 and the top plate 2, so that the gap between the shutter 3 and the bottom plate 5 or the shutter 3
  • a gap is formed between it and the gate 3
  • the water in the front-stage lock chamber 20 quickly enters the rear-stage lock chamber 19 through the gap, so as to realize the rapid water filling of the latter-stage lock chamber, and at the same time, the water flow vertically impacts the bottom of the rear-stage lock chamber and changes to a horizontal level. Enter the rear-stage lock chamber 19 to weaken the impact of the water flow on the rear-stage lock chamber bottom plate 5 .
  • a stop valve 9 and a pressure gauge 10 are attached to the hose 11 .
  • the inflation amount of the rubber air bag 8 can be determined by observing the pressure gauge 10 to adjust the buoyancy of the rubber air bag 8 and adjust the gap between the gate 3 and the bottom plate 5 .
  • a method for draining the lock chamber by using the lock chamber chamber to drain and repair the water blocking and flushing stack beam door After the valve is opened, the water in the front-stage lock chamber passes through the second water inlet hole 15, the curved flow channel and the second drainage hole After 18, it is discharged into the rear-stage lock chamber.

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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

A water retaining and flushing stoplog gate for lock chamber water-drained overhauling, and a drainage method. The stoplog gate comprises gate slots, and a bottom plate, a plurality of flashboards and a top plate, which are inserted into the gate slots, wherein sealing gaskets are arranged between the bottom plate, the plurality of flashboards and the top plate. Curved pipes are fixedly connected to two ends of each flashboard, wherein upper ends of the curved pipes are respectively in communication with first water intake holes and first drainage holes that are provided in the flashboards; for every two adjacent flashboards, the first water intake hole in one flashboard is in communication with the first drainage hole in the other flashboard; and the first water intake holes, the first drainage holes and the curved pipes are connected to form a winding flow channel. A second drainage hole is provided in the bottom plate, wherein one end of the second drainage hole is in communication with the lower end of the winding flow channel, and the other end of the second drainage hole is in communication with a downstream face of the bottom plate. One end of a second water intake hole is in communication with the upper end of the winding flow channel, and the other end of the second water intake hole is in communication with an upstream face of the top plate. A valve is arranged in the second water intake hole. The present invention can effectively alleviate the adverse effects of high-head water filling on a bottom plate of a lock chamber.

Description

一种闸室室排干检修挡水冲水叠梁门和排水方法A kind of lock chamber room draining, repairing, water blocking, flushing, stacked beam door and drainage method 技术领域technical field
本发明涉及一种闸室室排干检修挡水冲水叠梁门和排水方法。The invention relates to a sluice chamber draining, overhauling, blocking, flushing, and stacking beam doors and a drainage method.
背景技术Background technique
多级闸室首级闸室排干检修,除了关闭人字闸门,还需在人字闸门上游房数节叠梁门可靠挡水。检修完毕后闸室充水,由于水头过高不能采用反弧门充水。目前采取的措施是叠梁门节间充水:即用吊车提起最上一节叠梁门一定距离后形成一个间隙充水,这样充水速度流量不好控制,高水头充水容易对闸室底板造成损害,吊车设备和司机危险。In addition to closing the herringbone gate, several sections of stacked beam doors in the upstream room of the herringbone gate are required to reliably block water for the first-stage lock chamber of the multi-stage lock chamber. After the maintenance is completed, the lock chamber should be filled with water. Due to the high water head, the reverse arc gate cannot be used to fill the water. The current measure is to fill the beam door with water between sections: that is, lift the uppermost section of the beam door with a crane for a certain distance to form a gap to fill with water, so that the water filling speed and flow are not easy to control, and high water head filling will easily damage the bottom of the lock chamber. Causes damage to the crane equipment and the driver is dangerous.
发明内容SUMMARY OF THE INVENTION
本发明要解决的技术问题是提供一种闸室室排干检修挡水冲水叠梁门和排水方法,能够有效的减缓高水头充水对闸室底板带来的不良影响。The technical problem to be solved by the present invention is to provide a sluice chamber draining, repairing, water-retaining, flushing beam door and a drainage method, which can effectively alleviate the adverse effects of high water head filling on the sluice chamber floor.
为了解决上述问题,本发明要解决的技术方案为:In order to solve the above-mentioned problems, the technical scheme to be solved by the present invention is:
一种闸室室排干检修挡水冲水叠梁门,包括门槽和插入在门槽内的底板、多块闸板和顶板,底板、多块闸板和顶板之间设有密封垫,在闸板两端固定连接有曲管,曲管上端分别与设置在闸板内的第一进水孔和第一排水孔接通,相邻两块闸板之间,其中一块闸板上第一进水孔与另外一块闸板上第一排水孔相连通,由各第一进水孔、第一排水孔和曲管连接成弯曲流道;在底板内开设有第二排水孔,第二排水孔一端与弯曲流道下端连通,第二排水孔另外一端与底板背水面接通;在顶板内设有第二进水孔,第二进水孔一端与弯曲流道上端连通,第二进水孔另外一端与顶板迎水面接通,在第二进水孔内设有阀门。The utility model relates to a water-retaining and flushing stacked beam door for draining and repairing a lock chamber. Curved pipes are fixedly connected at both ends of the gate, and the upper ends of the curved pipes are respectively connected to the first water inlet hole and the first drainage hole arranged in the gate. Between two adjacent gates, one of the gates is the first A water inlet hole is communicated with the first drainage hole on the other gate plate, and the first water inlet hole, the first drainage hole and the curved pipe are connected to form a curved flow channel; a second drainage hole is opened in the bottom plate, the second One end of the drainage hole is connected with the lower end of the curved flow channel, and the other end of the second drainage hole is connected with the backwater surface of the bottom plate; a second water inlet hole is arranged in the top plate, one end of the second water inlet hole is connected with the upper end of the curved flow channel, and the second water inlet The other end of the hole is connected with the water-facing surface of the top plate, and a valve is arranged in the second water inlet hole.
所述阀门包括安装在顶板上的气缸和开设在顶板内的阀孔,阀孔与第二进水孔相交,在阀孔内设有柱塞,柱塞与气缸接通。The valve includes a cylinder installed on the top plate and a valve hole opened in the top plate, the valve hole intersects with the second water inlet hole, a plunger is arranged in the valve hole, and the plunger is connected to the cylinder.
在闸板迎水面上安装有多个限位管,在各限位管内设有橡胶气囊,橡胶气囊通过软管与浮标连接。A plurality of limit tubes are installed on the water-facing surface of the ram, and rubber airbags are arranged in each limiter tube, and the rubber airbags are connected with the buoy through a hose.
在软管上安装有截止阀和压力表。A shut-off valve and a pressure gauge are installed on the hose.
一种使用闸室室排干检修挡水冲水叠梁门对闸室室进行排水的方法,阀门开启后,前级闸室内水经过第二进水孔、弯曲流道和第二排水孔后排入到后级闸室内,在后级闸室水位上升至大于底板高度1/2时,则向各橡胶气囊内充气,由橡胶气囊拖动各级闸板上行,前级闸室内水由闸板与闸板之间间隙或者闸板与底板之间间隙流入后级闸室。A method for draining the lock chamber chamber by using the lock chamber chamber to drain and repair the water blocking and flushing stack beam door. After the valve is opened, the water in the front-stage lock chamber passes through the second water inlet hole, the curved flow channel and the second drainage hole. It is discharged into the rear-stage sluice chamber. When the water level of the rear-stage sluice chamber rises to more than 1/2 of the height of the bottom plate, it will inflate into each rubber air bag, and the rubber air bag will drag the sluice plates at all levels upward. The gap between the plate and the gate or the gap between the gate and the bottom plate flows into the rear stage chamber.
本发明的有益效果为:将对后级闸室的高水头充水改为低处充水,并利用弯曲流道减缓水流速度,极大减少高水头水流对后级闸室闸室底板的冲击,另外在后级闸室闸室充入一定深度水后,由气囊将闸板托起,让水流由底部充入后级闸室中,一方面是提高后级闸室速度,另一方面是由后级闸室中的水对充入水流进水缓冲,同时将原有垂直冲击后级闸室底部改为水平进入闸室,进而进一步削弱水流对闸室底板的冲击力。The beneficial effects of the invention are as follows: the high head water filling of the rear stage lock chamber is changed to low water filling, and the curved flow channel is used to slow down the water flow speed, so as to greatly reduce the impact of the high head water flow on the floor of the rear stage lock chamber. In addition, after the back-stage lock chamber is filled with a certain depth of water, the airbag will hold up the gate, so that the water flow is filled into the back-stage lock chamber from the bottom. The water in the back-stage lock chamber buffers the influent water flow, and at the same time, the original vertical impact on the bottom of the back-stage lock chamber is changed to enter the lock chamber horizontally, thereby further weakening the impact force of the water flow on the floor of the lock chamber.
附图说明Description of drawings
下面结合附图对本发明做进一步的说明:The present invention will be further described below in conjunction with the accompanying drawings:
图1为本发明的主视图,Fig. 1 is the front view of the present invention,
图2为本发明的后视图,Fig. 2 is the rear view of the present invention,
图3为图1中A-A处的剖面结构示意图。FIG. 3 is a schematic cross-sectional structure diagram at A-A in FIG. 1 .
图中:门槽1、顶板2、闸板3、曲管4、底板5、浮标6、限位管7、橡胶气囊8、截止阀9、和压力表10、软管11、气缸12、阀孔13、柱塞14、第二进水孔15、第一进水孔16、第一排水孔17、第二排水孔18、后级闸室19、前级闸室20。In the figure: door slot 1, top plate 2, gate 3, curved pipe 4, bottom plate 5, buoy 6, limit pipe 7, rubber air bag 8, stop valve 9, and pressure gauge 10, hose 11, cylinder 12, valve Hole 13 , plunger 14 , second water inlet hole 15 , first water inlet hole 16 , first drain hole 17 , second drain hole 18 , rear stage lock chamber 19 , front stage lock chamber 20 .
具体实施方式detailed description
一种闸室室排干检修挡水冲水叠梁门,包括门槽1和插入在门槽1内的底板5、多块闸板3和顶板2,底板5、多块闸板3和顶板2之间设有密封垫,在闸板3两端固定连接有U形曲管4,曲管4上端分别与设置在闸板3内的第一进水孔16和第一排水孔17接通,相邻两块闸板3之间,其中一块闸板3上第一进水孔16与另外一块闸板3上第一排水孔17相连通,由各第一进水孔16、第一排水孔17和曲管4连接成弯曲流道;在底板5内开设有第二排水孔18,第二排水孔18一端与弯曲流道下端连通,第二排水孔18另外一端与底板5背水面接通;在顶板2内设有第二进水孔15,第二进水孔15一端与弯曲流道上端连通,第二进水孔15另外一端与顶板2迎水面接通,在第二进水孔15内设有阀门。A water-retaining and flushing stacked beam door for draining and repairing a lock chamber, comprising a door slot 1, a bottom plate 5 inserted in the door slot 1, a plurality of shutter plates 3 and a top plate 2, a bottom plate 5, a plurality of shutter plates 3 and a top plate A gasket is provided between the two ends of the gate 3, and a U-shaped curved pipe 4 is fixedly connected at both ends of the gate 3. The upper end of the curved pipe 4 is connected to the first water inlet hole 16 and the first drainage hole 17 arranged in the gate 3 respectively. , between two adjacent gates 3, the first water inlet hole 16 on one of the gates 3 is communicated with the first drain hole 17 on the other gate 3, and the first water inlet hole 16, the first drain hole The hole 17 and the curved pipe 4 are connected to form a curved flow channel; a second drainage hole 18 is opened in the bottom plate 5, one end of the second drainage hole 18 is connected with the lower end of the curved flow channel, and the other end of the second drainage hole 18 is connected with the back surface of the bottom plate 5. There is a second water inlet 15 in the top plate 2, one end of the second water inlet 15 is communicated with the upper end of the curved flow channel, and the other end of the second water inlet 15 is connected with the upstream surface of the top plate 2. 15 is provided with a valve.
在需要将前级闸室中水排入到后级闸室中时,可以将阀门打开,前级闸室中水经过第二进水孔15和弯曲流道后,由第二排水孔18排入到后级闸室中,由此将对后级闸室的高水头充水改为低处充水,并利用弯曲流道减缓水流速度,极大削弱高水头水流对后级闸室闸室底板5的冲击。When the water in the pre-stage lock chamber needs to be drained into the back-stage lock chamber, the valve can be opened, and the water in the pre-stage lock chamber passes through the second water inlet hole 15 and the curved flow channel, and is discharged from the second drainage hole 18. Enter into the back-stage sluice chamber, thus the high-head water filling of the latter-stage sluice chamber is changed to low-level water filling, and the curved flow channel is used to slow down the water flow speed, which greatly weakens the high-head water flow to the latter-stage sluice chamber. Impact of the bottom plate 5.
在需要对闸板3进行起吊时,可以将起吊绳连接在两个曲管4上对闸板3进行起到。When the gate 3 needs to be lifted, the lifting rope can be connected to the two curved pipes 4 to lift the gate 3 .
所述阀门包括安装在顶板2上的气缸12和开设在顶板2内的阀孔13,阀孔13与第二进水孔15相交,在阀孔13内设有柱塞14,柱塞14与气缸12接通。The valve includes a cylinder 12 installed on the top plate 2 and a valve hole 13 opened in the top plate 2. The valve hole 13 intersects with the second water inlet hole 15, and a plunger 14 is arranged in the valve hole 13, and the plunger 14 is connected to the valve hole 13. Cylinder 12 is turned on.
气缸12驱动柱塞14在阀孔13运动的过程中,能够快速方便的对第二进水孔15进行启闭。The cylinder 12 drives the plunger 14 to open and close the second water inlet hole 15 quickly and conveniently during the movement of the valve hole 13 .
在闸板3迎水面上安装有多个限位管7,在各限位管7内设有橡胶气囊8,橡胶气囊8通过快速接头和软管11与浮标6连接。在将软管11与气源接通后,压缩空气进入到橡胶气囊8中,充气橡胶气囊8产生浮力将闸板3和顶板2托起,使闸板3与底板5之间或者闸板3与闸板3之间形成缝隙,前级闸室20中的水穿过缝隙快速进入后级闸室19,实现后级闸室的快速充水,同时水流垂直冲击后级闸室底部改为水平进入后级闸室19,削弱水流对后级闸室底板5的冲击。A plurality of limit tubes 7 are installed on the water-facing surface of the gate 3 , and rubber airbags 8 are arranged in each limiter tube 7 , and the rubber airbags 8 are connected to the buoy 6 through quick joints and hoses 11 . After the hose 11 is connected to the air source, the compressed air enters the rubber air bag 8, and the inflated rubber air bag 8 generates buoyancy to hold up the shutter 3 and the top plate 2, so that the gap between the shutter 3 and the bottom plate 5 or the shutter 3 A gap is formed between it and the gate 3, and the water in the front-stage lock chamber 20 quickly enters the rear-stage lock chamber 19 through the gap, so as to realize the rapid water filling of the latter-stage lock chamber, and at the same time, the water flow vertically impacts the bottom of the rear-stage lock chamber and changes to a horizontal level. Enter the rear-stage lock chamber 19 to weaken the impact of the water flow on the rear-stage lock chamber bottom plate 5 .
在软管11上安装有截止阀9和压力表10。如图2所示,在对各橡胶气囊8进行充气的过程中,可以通过观察压力表10确定橡胶气囊8充气量,以调整橡胶气囊8浮力,对闸板3与底板5之间间隙进行调整。A stop valve 9 and a pressure gauge 10 are attached to the hose 11 . As shown in FIG. 2 , in the process of inflating each rubber air bag 8 , the inflation amount of the rubber air bag 8 can be determined by observing the pressure gauge 10 to adjust the buoyancy of the rubber air bag 8 and adjust the gap between the gate 3 and the bottom plate 5 .
一种使用闸室室排干检修挡水冲水叠梁门对闸室室进行排水的方法,阀门开启后,前级闸室内水经过第二进水孔15、弯曲流道和第二排水孔18后排入到后级闸室内,在后级闸室水位上升至大于底板5高度1/2时,则向各橡胶气囊8内充气,由橡胶气囊8拖动各级 闸板3上行,前级闸室内水由闸板3与闸板3之间间隙或者闸板3与底板5之间间隙流入后级闸室19中的水面上,避免进入水流直接冲击后级闸室底部。A method for draining the lock chamber by using the lock chamber chamber to drain and repair the water blocking and flushing stack beam door. After the valve is opened, the water in the front-stage lock chamber passes through the second water inlet hole 15, the curved flow channel and the second drainage hole After 18, it is discharged into the rear-stage lock chamber. When the water level of the rear-stage lock chamber rises to more than 1/2 of the height of the bottom plate 5, it will inflate each rubber air bag 8, and the rubber air bag 8 will drag the ram 3 at all levels upward, and the front The water in the stage lock chamber flows into the water surface in the rear stage lock chamber 19 through the gap between the gate 3 and the gate 3 or the gap between the gate 3 and the bottom plate 5, so as to prevent the entering water flow from directly impacting the bottom of the rear stage lock chamber.

Claims (5)

  1. 一种闸室室排干检修挡水冲水叠梁门,包括门槽(1)和插入在门槽(1)内的底板(5)、多块闸板(3)和顶板(2),底板(5)、多块闸板(3)和顶板(2)之间设有密封垫,其特征在于:在闸板(3)两端固定连接有曲管(4),曲管(4)上端分别与设置在闸板(3)内的第一进水孔(16)和第一排水孔(17)接通,相邻两块闸板(3)之间,其中一块闸板(3)上第一进水孔(16)与另外一块闸板(3)上第一排水孔(17)相连通,由各第一进水孔(16)、第一排水孔(17)和曲管(4)连接成弯曲流道;在底板(5)内开设有第二排水孔(18),第二排水孔(18)一端与弯曲流道下端连通,第二排水孔(18)另外一端与底板(5)背水面接通;在顶板(2)内设有第二进水孔(15),第二进水孔(15)一端与弯曲流道上端连通,第二进水孔(15)另外一端与顶板(2)迎水面接通,在第二进水孔(15)内设有阀门。A water-retaining and flushing stacked beam door for draining and repairing a lock chamber, comprising a door slot (1), a bottom plate (5) inserted in the door slot (1), a plurality of gate plates (3) and a top plate (2), A gasket is arranged between the bottom plate (5), the plurality of gate plates (3) and the top plate (2), and is characterized in that a curved pipe (4) is fixedly connected at both ends of the gate plate (3), and the curved pipe (4) The upper end is respectively connected to the first water inlet hole (16) and the first drainage hole (17) arranged in the gate (3), and between the two adjacent gates (3), one of the gates (3) The upper first water inlet hole (16) is communicated with the first drainage hole (17) on the other gate (3), and is composed of the first water inlet hole (16), the first drainage hole (17) and the curved pipe (17). 4) Connected into a curved flow channel; a second drainage hole (18) is opened in the bottom plate (5), one end of the second drainage hole (18) is connected with the lower end of the curved flow channel, and the other end of the second drainage hole (18) is connected with the bottom plate (5) The backwater surface is connected; a second water inlet hole (15) is provided in the top plate (2), one end of the second water inlet hole (15) is connected with the upper end of the curved flow channel, and the other end of the second water inlet hole (15) It is connected with the upstream surface of the top plate (2), and a valve is arranged in the second water inlet hole (15).
  2. 根据权利要求1所述的一种闸室室排干检修挡水冲水叠梁门,其特征在于:所述阀门包括安装在顶板(2)上的气缸(12)和开设在顶板(2)内的阀孔(13),阀孔(13)与第二进水孔(15)相交,在阀孔(13)内设有柱塞(14),柱塞(14)与气缸(12)接通。A lock chamber chamber draining and repairing water retaining and flushing stacked beam door according to claim 1, characterized in that: the valve comprises a cylinder (12) installed on the top plate (2) and a cylinder (12) arranged on the top plate (2) The inner valve hole (13), the valve hole (13) intersects with the second water inlet hole (15), a plunger (14) is arranged in the valve hole (13), and the plunger (14) is connected with the cylinder (12) Pass.
  3. 根据权利要求1或2所述的一种闸室室排干检修挡水冲水叠梁门,其特征在于:在闸板(3)迎水面上安装有多个限位管(7),在各限位管(7)内设有橡胶气囊(8),橡胶气囊(8)通过软管(11)与浮标(6)连接。The gate chamber for draining and overhauling water retaining and flushing stacked beam doors according to claim 1 or 2, characterized in that: a plurality of limit pipes (7) are installed on the water-facing surface of the gate (3), Each limiting tube (7) is provided with a rubber airbag (8), and the rubber airbag (8) is connected with the buoy (6) through a hose (11).
  4. 根据权利要求3所述的一种闸室室排干检修挡水冲水叠梁门,其特征在于:在软管(11)上安装有截止阀(9)和压力表(10)。A lock chamber chamber draining and repairing water blocking and flushing beam gate according to claim 3, characterized in that: a stop valve (9) and a pressure gauge (10) are installed on the hose (11).
  5. 一种使用权利要求4所述闸室室排干检修挡水冲水叠梁门对闸室室进行排水的方法,其特征在于:阀门开启后,前级闸室内水经过第二进水孔(15)、弯曲流道和第二排水孔(18)后排入到后级闸室内,在后级闸室水位上升至大于底板(5)高度1/2时,则向各橡胶气囊(8)内充气,由橡胶气囊(8)拖动各级闸板(3)上行,前级闸室内的水由闸板(3)与闸板(3)之间间隙或者闸板(3)与底板(5)之间间隙流入后级闸室。A method for draining the sluice chamber by using the sluice chamber chamber draining, overhauling, water-retaining and flushing stacked beam doors according to claim 4, characterized in that: after the valve is opened, the water in the front-stage sluice chamber passes through the second water inlet hole ( 15), the curved flow channel and the second drainage hole (18) are then discharged into the rear-stage lock chamber, and when the water level of the latter-stage lock chamber rises to more than 1/2 of the height of the bottom plate (5), it will flow to each rubber air bag (8). Inflated inside, the rubber airbags (8) drag the gates (3) at all levels upward, and the water in the front-stage gates is moved by the gap between the gates (3) and the gates (3) or the gates (3) and the bottom plate ( 5) The gap between them flows into the rear stage lock chamber.
PCT/CN2021/114644 2020-11-30 2021-08-26 Water retaining and flushing stoplog gate for lock chamber water-drained overhauling, and drainage method WO2022017542A1 (en)

Priority Applications (3)

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DE112021000157.4T DE112021000157T5 (en) 2020-11-30 2021-08-26 Stop log gate for chamber draining, overtaking, water blockage and flushing for a lock chamber and drainage procedures
GB2207572.5A GB2606641B (en) 2020-11-30 2021-08-26 Water retaining and flushing stoplog gate for lock chamber water-drained overhauling, and drainage method
JP2022528617A JP7346735B2 (en) 2020-11-30 2021-08-26 Water stop cleaning stop log gate by drainage inside the water gate room and its drainage method

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CN202011371213.7 2020-11-30
CN202022818834.7U CN213867669U (en) 2020-11-30 2020-11-30 Gate chamber drainage maintenance water retaining flushing stop log door
CN202011371213.7A CN112459017A (en) 2020-11-30 2020-11-30 Water retaining and flushing stop log door for drainage maintenance of lock chamber and drainage method
CN202022818834.7 2020-11-30

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DE112021000157T5 (en) 2022-08-18

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