WO2024007525A1 - Front water inlet pre-intercepting and filtering device for pump station of nuclear power plant - Google Patents

Front water inlet pre-intercepting and filtering device for pump station of nuclear power plant Download PDF

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Publication number
WO2024007525A1
WO2024007525A1 PCT/CN2022/137178 CN2022137178W WO2024007525A1 WO 2024007525 A1 WO2024007525 A1 WO 2024007525A1 CN 2022137178 W CN2022137178 W CN 2022137178W WO 2024007525 A1 WO2024007525 A1 WO 2024007525A1
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Prior art keywords
nuclear power
frame
power plant
interception
water inlet
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PCT/CN2022/137178
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French (fr)
Chinese (zh)
Inventor
刘生根
郭树生
张伟
李剑波
张富美
彭浩
杨墨铭
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中广核研究院有限公司
中国广核集团有限公司
中国广核电力股份有限公司
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Publication of WO2024007525A1 publication Critical patent/WO2024007525A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D33/00Filters with filtering elements which move during the filtering operation
    • B01D33/333Filters with filtering elements which move during the filtering operation with individual filtering elements moving along a closed path
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D33/00Filters with filtering elements which move during the filtering operation
    • B01D33/44Regenerating the filter material in the filter
    • B01D33/48Regenerating the filter material in the filter by flushing, e.g. counter-current air-bumps
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D33/00Filters with filtering elements which move during the filtering operation
    • B01D33/80Accessories
    • B01D33/801Driving means, shaft packing systems or the like
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D33/00Filters with filtering elements which move during the filtering operation
    • B01D33/80Accessories
    • B01D33/804Accessories integrally combined with devices for controlling the filtration
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/10Complex mathematical operations
    • G06F17/11Complex mathematical operations for solving equations, e.g. nonlinear equations, general mathematical optimization problems
    • G06F17/12Simultaneous equations, e.g. systems of linear equations

Definitions

  • the invention belongs to the technical field of interception and pollution cleaning in Binhai nuclear power plants. More specifically, the invention relates to a pre-interception and filtering device for water inflow from the front of a nuclear power plant pumping station.
  • the plate and frame rotary filter can be divided into side water inlet and front water inlet according to the water inlet mode: the side water inlet plate and frame filter requires a complex civil infrastructure structure, and the water intake pumping station of the nuclear power plant is compactly arranged, and the flow direction of the flow channel is It has solidified, so we can only consider adding a front water inlet frame filter.
  • the front water inlet plate and frame filter in the related technology generally has problems such as small flow cross section, easy entrainment of dirt, which affects the safety of water intake, easy fall of dirt during the lifting process of the sewage bucket, and incomplete backwashing, which causes dirt entrainment, which limits the its application in the field of nuclear power.
  • the object of the present invention is to overcome at least one defect in the prior art and provide a front water inlet pre-interception filtering device of a nuclear power plant pumping station to effectively pre-filter and clean marine organisms and ensure the safe and stable operation of the unit.
  • the present invention provides a front water inlet pre-interception filtering device of a nuclear power plant pumping station, which includes:
  • a frame, annular chains are provided on both sides of the frame, and the bottom end of the annular chain is spaced apart from the bottom of the water channel flow channel;
  • the driving device includes a motor, a main shaft installed on the frame through a bearing seat, and two sprockets arranged on the main shaft.
  • the motor drives the main shaft to rotate, and the main shaft is driven by the two sprockets.
  • the meshing of the sprocket and the two annular chains drives the two annular chains and the mesh plate fixedly connected to the two annular chains to reciprocate.
  • an upper frame is provided on the top of the frame, and the upper frame includes a base, a top beam opposite to the base, and a A column is provided between the base and the top beam, and the driving device is arranged in the accommodation space jointly formed by the base, the top beam and the column.
  • a cover is provided around the receiving space, and an observation window is provided on the cover.
  • the upper frame is provided with a backwash system and a sewage drain tank.
  • the backwash system includes a flushing water pipe and multiple water pipes arranged on the flushing water pipe.
  • the motor drives the main shaft to rotate through a reducer, and the reducer is equipped with a torque arm on the descending side of the mesh plate.
  • the support provided by the arm is fixed on the ground, and the support is equipped with a safety pin and a cylindrical pin.
  • the safety pin When the safety pin is overloaded, it is shortened to cause the displacement of the cylindrical pin, triggering the electrical proximity switch to send out an alarm signal and causing the motor to Stop turning.
  • the mesh plate is provided with a mesh frame and mesh pieces installed on the mesh frame, and both sides of the mesh frame are fixed respectively. on said chain.
  • the mesh plate frame is provided with a sewage bucket at an angle of 10-45° with the horizontal direction.
  • the bearing seat is provided with an adjusting rod
  • the adjusting rod is provided with a locking nut, which can be adjusted by tightening or loosening the locking nut. The position of the spindle and the tightness of the endless chain.
  • the frame is arranged in sections in its height direction, and the structures of adjacent sections are adapted and can be disassembled and assembled.
  • the reserved height of the flow channel between the bottom end of the annular chain and the bottom of the water channel flow channel is determined in the following manner:
  • Section 1 is the section upstream of the mesh plate
  • section 0 is the section at the mesh plate
  • section 2 is the section downstream of the mesh plate
  • Q 1 is the flow rate flowing through the pre-interception filter device
  • Q 2 is the flow rate flowing through the bottom flow channel
  • v 1 is the flow rate of the pre-interception filter device
  • v 0 is the flow rate of the bottom flow channel
  • a 1 is the net flow area of the pre-interception filter device
  • a 2 is the flow area of the bottom flow channel
  • B is the width of the flow channel
  • h is the reserved height of the bottom flow channel
  • the total head loss (h L1-2 ) is expressed by the head loss of the bottom flow channel:
  • the bottom end of the annular chain is spaced from the bottom of the water channel flow channel, and the mesh plate fixedly connected to the two annular chains is also connected to the water channel.
  • the bottoms of the flow channels are spaced apart, so even if the entire mesh is blocked, there is still a safe water passage, which can realize pre-interception of non-full-section frontal water inflow and increase the flow cross-section, ensuring the circulating water system and nuclear safety of the nuclear power plant.
  • Under the premise of reducing the water intake of the important plant water system it is possible to effectively pre-intercept, filter and clean the small-sized marine organisms that invade the nuclear power plant pumping station, ensuring the safe and stable operation of the unit.
  • Figure 1 is a schematic structural diagram of the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
  • Figure 2 is a schematic structural diagram of the upper frame of the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
  • Figure 3 is a schematic structural diagram of the backwash system in the front water inlet pre-interception filtering device of the nuclear power plant pump station according to the present invention.
  • Figure 4 is a schematic structural diagram of the driving device in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
  • Figure 5 is a schematic structural diagram of the overload protection device in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
  • Figure 6 is a schematic structural diagram of the mesh plate in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
  • Figure 7 is a schematic structural diagram of a sewage bucket in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
  • Figure 8 is a schematic diagram of the segmented arrangement of the frame in the front water inlet pre-interception filtering device of the nuclear power plant pump station according to the present invention.
  • Figure 9 is an enlarged schematic diagram of the installation guide rails, civil construction foundation guide rails and working chain walking guide rails in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
  • Figure 10 is a schematic diagram of the hydraulic model at the screen plate in the front water inlet pre-interception filtering device of the nuclear power plant pump station according to the present invention.
  • 10--frame 100--base; 102--top beam; 104--column; 106--cover; 108--observation window; 110--motor; 112--reducer; 114--bearing seat; 116--Spindle; 118--Sprocket; 120--Backwash water pipe; 122--Nozzle; 124--Sewage trough; 126--Safety pin and cylindrical pin; 128--Adjusting rod; 130--Lock nut ; 132--mesh plate support and guide mechanism; 134--working chain walking guide rail; 136--installation guide rail; 138--civil construction foundation guide rail; 20--annular chain; 200--chain plate; 202--roller; 204- -Roller shaft; 30--screen plate; 300--screen frame; 302--mesh; 304---sewage bucket; 306--guide wheel; 308--arc type mechanical self-sealing structure.
  • the present invention provides a front water inlet pre-interception filtering device of a nuclear power plant pumping station, which includes:
  • annular chains 20 are respectively provided on both sides of the frame 10, and the bottom end of the annular chain 20 is spaced apart from the bottom of the water channel flow channel;
  • the mesh plate 30 is continuously covered on the two annular chains 20, and both sides of the mesh plate 30 are respectively fixedly connected to the two annular chains 20;
  • the driving device includes a motor 110, a main shaft 116 installed on the frame 10 through a bearing seat 114, and two sprockets 118 provided on the main shaft 116.
  • the motor 110 is started to drive the main shaft 116 to rotate, and the main shaft 116 is rotated through the two sprockets 118.
  • the meshing with the two annular chains 20 drives the two annular chains 20 and the mesh plate 30 fixedly connected to the two annular chains 20 to reciprocate.
  • the integrated frame 10 with its own flow channel used in the front water inlet pre-interception filtering device of the nuclear power plant pumping station of the present invention creatively integrates the non-full-section interception bottom flow channel into the device, and the device is arranged as a whole in the water channel flow channel.
  • it solves the problem of It overcomes the stringent requirements of non-full-section interception and filtration devices on civil infrastructure.
  • it avoids the risk of the device being suspended in the water inlet channel and prone to collapse under earthquake conditions, resulting in blockage of the inlet water channel, thus ensuring the nuclear safety of nuclear power plants. Water is safe.
  • an upper frame is provided on the top of the frame 10.
  • the upper frame includes a base 100, a top beam 102 opposite to the base 100, and a column 104 located between the base 100 and the top beam 102.
  • the driving device is provided In the accommodation space enclosed by the base 100 , the top beam 102 and the columns 104 , the base 100 , the top beam 102 and the columns 104 are all structural parts formed by pressing and welding carbon steel plates.
  • a cover 106 is provided around the storage space, and an observation window 108 is provided on the cover 106. Workers can observe the dirt on the surface of the mesh 302 from the outside through the observation window 108 without being exposed to the risk of splashing.
  • the cover 106 adopts a fully enclosed structure, which can prevent flushing water from splashing and effectively protect workers from contact with mechanical rotating parts to ensure personal safety.
  • the cover 106 is connected by a flange, which is easy to install and can form a flow guide with the base 100. The flushing water splashed onto the cover 106 flows back directly, ensuring that no water overflows.
  • the upper frame is provided with a backwashing system and a sewage tank 124.
  • the backwashing system includes a flushing water pipe 120 and a plurality of nozzles 122 provided on the flushing water pipe 120. It is implemented as shown in Figure 3 In this method, the flushing water pipe 120 is provided with two rows of nozzles 122 up and down, and both rows of nozzles 122 are arranged at an angle. After the dirt collected by the sewage bucket 304 is lifted to the backwash position, flushing water with a certain pressure is sprayed out through the nozzle 122 on the flushing water pipe 120 (the flushing water supply is provided by a special flushing water system) to flush the debris down to the sewage discharge station.
  • the sewage drain 124 is arranged at a reasonable position on the upper frame to ensure that all sewage is discharged.
  • the nozzle 122 tilts downward to flush the screen plate 30 , and the flushed dirt is discharged through the drain groove 124 .
  • the present invention adopts a full-turning waste discharge design and arranges the backwash water pipe on the descending side of the screen plate 30.
  • Large-sized dirt falls into the sewage drain tank 124 by its own weight, and small-sized dirt falls into the sewage tank 124 by its own weight.
  • Large-scale dirt is flushed to the sewage tank 124 by means of backwash water, which solves the problem of dirt entrainment in the screen plate 30 of traditional equipment due to incomplete backwash.
  • the bearing seat 114 is fixed on the upper frame through a screw nut.
  • the bearing seat 114 is provided with an adjusting rod 128.
  • the adjusting rod 128 is provided with a locking nut 130.
  • the driving device includes a motor 110 , a hard-tooth surface reducer 112 , a support (not shown), and a mechanical overload device.
  • the reducer 112 is installed at one end of the main shaft 116.
  • the motor 110 first converts electrical energy into mechanical energy, and transmits a certain power and rotation speed to the main shaft 116 through the reducer 112, driving the main shaft 116 and the sprocket 118 to rotate, thereby driving the chain hanging on the chain.
  • the annular chain 20 and the mesh plate 30 on the wheel 118 move up and down in a reciprocating cycle.
  • the overload protection device includes electrical protection and mechanical protection.
  • the reducer 112 is equipped with a torque arm on the descending side of the mesh plate 30.
  • the support seat of the torque arm is fixed on the primary embedded part on the ground.
  • a safety pin and a cylinder are installed on the support. Pin 126, when the equipment is overloaded, the safety pin is shortened to cause the cylindrical pin 126 to shift, thereby triggering the electrical proximity switch.
  • the electrical proximity switch sends an alarm signal, and the motor 110 stops rotating and provides mechanical overload protection. Electrical protection can use over-current and low-voltage protection devices to effectively protect motors and equipment.
  • the screen panel 30 is provided with a screen frame 300 and a screen piece 302 installed on the screen frame 300 . Both sides of the screen frame 300 are respectively fixed on the annular chain 20 .
  • the mesh 302 is made of stainless steel punched mesh and is fixed on the mesh frame 300 with bolts. The seal between the mesh plates adopts an arc-type mechanical self-sealing structure 308.
  • the mesh 302 is fixed on the outer surface of the mesh frame 300, and an independent connection system is used to facilitate observation and replacement of the mesh 302. Both ends of the screen frame 300 are fastened to the chains 20 through long bolts.
  • the two annular chains 20 are respectively hung on the sprockets 118 of the main shaft 116. As the sprocket 118 rotates, the roller 202 engages with the sprocket 118 to drive the screen 30 It circulates up and down with the annular chain 20 .
  • the endless chain 20 includes a chain plate 200, a roller 202 and a roller shaft 204.
  • the material of the roller 202 is MC nylon, which can improve the wear resistance of its engagement with the sprocket 118.
  • the backwash water pipe 120 of traditional equipment is arranged on the lifting side of the screen plate 30.
  • the dirt bailing bucket is generally arranged horizontally, which can easily cause the dirt in the dirt bailing bucket to fall into the flow channel in advance during the lifting of the screen plate 30. . Please refer to Figure 7 as well.
  • the screen frame 300 is arranged at a certain angle with the horizontal direction.
  • the dirt bailing bucket 304 achieves a better "accommodating" effect during the dirt lifting process and solves the problem of early dirt falling.
  • the screen frame 300 is also equipped with guide wheels 306, and the frame 10 is provided with a screen support and guide mechanism 132.
  • the guide wheels 306 can walk along the screen support and guide mechanism 132 to ensure the smooth operation of the screen 30.
  • the screen support and guide mechanism 132 plays a guiding role for the operation of the screen 30 , and on the other hand, it provides support for the screen 30 when the screen 30 is subjected to the water level pressure difference to prevent the screen 30 from being crushed.
  • a pre-interception and filtering device for water inflow at the front of a nuclear power plant pumping station the frame 10 is arranged in sections in its height direction, and the structures of adjacent sections are adapted and can be disassembled and assembled. , pin shaft positioning and bolt connection are used between each section, and segmented hoisting is achieved with the help of supporting square steel, which solves the problem of insufficient driving hoisting height and hoisting tonnage of the nuclear power plant pumping station.
  • the frame 10 adopts a segmented design and is composed of three sections.
  • the top section is composed of two straight sections of frame and track, the middle section is composed of three straight sections of frame and track, and the bottom section is composed of one straight section. It is composed of semicircular frame and track. Flange connections are used between each section, the six bottom holes of the bottom frame are connected to the bottom positioning device of the foundation, and the top section is connected to the upper frame base with bolts.
  • the inner wall of the entire frame 10 is provided with a working chain walking guide rail 134, and the outer wall is provided with an installation guide rail 136 used in conjunction with the civil engineering foundation guide rail 138.
  • Such an installation can transmit water pressure and seismic loads from the front and rear of the device. to the civil foundation to ensure that the equipment will not be crushed in the event of extreme pressure differences or earthquakes.
  • the guide rail design of the frame 10 breaks through the traditional fixed installation method in which the equipment and the civil foundation are connected by embedded bolts, and realizes the portable installation of the equipment. It can be lifted out of the water channel as a whole for daily maintenance of the equipment frame, solving the problem of traditional equipment Maintenance can only be carried out by high-risk operations such as diving; on the other hand, it can provide support for the underground frame of the equipment, conduct the water pressure and seismic load before and after the device to the civil foundation, and ensure the structure of the equipment when it withstands the ultimate water level difference pressure. Safety.
  • the present invention also constructs a hydraulic model of the pre-interception filtration device, and proposes a non-full-section pre-interception filtration method to ensure the important plant water system of the nuclear power plant circulating water system (CRF) and nuclear safety level. (SEC) water intake, assuming that the pre-interception filtering device is completely blocked, establish its hydraulic model to provide a theoretical basis for the design value of the reserved size of the bottom flow channel.
  • CRF nuclear power plant circulating water system
  • SEC nuclear safety level
  • the cross-section of the water passage is divided into section "1", section "0" and section "2" in the flow direction.
  • Q1 is the flow rate flowing through the pre-interception filter device (0 when completely blocked)
  • Q2 is the flow rate flowing through the bottom flow channel
  • v 1 is the flow rate of the pre-interception filter device
  • v 0 is the flow rate of the bottom flow channel
  • Flow rate A 1 is the net flow area of the pre-interception filter device (0 when completely blocked)
  • a 2 is the flow area of the bottom flow channel:
  • B is the width of the flow channel
  • h is the reserved height of the bottom flow channel
  • the head loss ( ⁇ h 1 ) flowing through the pre-interception filter device is equal to the head loss ( ⁇ h 2 ) of the bottom flow channel. Since the pre-interception filter device is assumed to be completely blocked, the total head loss (h L1-2 ) is expressed by the head loss of the bottom flow channel:
  • the flow channel flow Q, the flow channel width B, and the flow channel height H1 are all known values. According to the design requirements for head loss in NB/T 25046-2015 "Code for Hydraulic Design of Nuclear Power Plants", h L1 -2 ⁇ 250mm, by combining equations (1)-(4), the minimum requirement for h of the bottom flow channel can be obtained.

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Abstract

A front water inlet pre-intercepting and filtering device for a pump station of a nuclear power plant, comprising: a frame (10), annular chains (20) being respectively provided on two sides of the frame (10), and the bottom ends of the annular chains (20) being spaced apart from the bottom of a water flow channel; mesh plates (30) continuously and fully distributed on the two annular chains (20), and the two sides of each mesh plate (30) being fixedly connected the two annular chains (20), respectively; and a driving device comprising a motor (110), a main shaft (116) mounted on the frame (10) by means of bearing seats (114), and two chainwheels (118) provided on the main shaft (116), the motor (110) driving the main shaft (116) to rotate, and driving, by means of the engagement of the two chainwheels (118) and the two annular chains (20), the two annular chains (20) and the mesh plates (30) fixedly connected to the two annular chains (20) to perform reciprocating motion. In the front water inlet pre-intercepting and filtering device for a pump station of a nuclear power plant, the bottom ends of the annular chains (20) and the bottom ends of the mesh plates (30) are all spaced apart from the bottom of the water flow channel, thereby guaranteeing a safe water passing channel under an extreme working condition that all meshes (302) are blocked, performing non-full-section water passing pre-interception, increasing the flow passing section, effectively pre-intercepting and filtering marine organisms, and guaranteeing safe and stable operation of the unit.

Description

核电厂泵站正面进水预拦截过滤装置Pre-interception and filtering device for water inflow at the front of nuclear power plant pumping station 技术领域Technical field
本发明属于滨海核电厂拦截及清污技术领域,更具体地说,本发明涉及一种核电厂泵站正面进水预拦截过滤装置。The invention belongs to the technical field of interception and pollution cleaning in Binhai nuclear power plants. More specifically, the invention relates to a pre-interception and filtering device for water inflow from the front of a nuclear power plant pumping station.
背景技术Background technique
国内外核电厂一般都位于滨海位置,以海水作为核电厂的最终热阱。为了保证核电厂的安全运行,通常需要对海水进行拦截过滤。目前,核电厂泵站一般通过三道屏障对海水进行拦截过滤和清理:第一道屏障为取水口前的拦截网,第二道为粗格栅、细格栅(含清污机),第三道是旋转滤网(主要为侧面进水板框式旋转滤网或鼓型滤网)。三道屏障的网孔依次递减,实现对海水的逐级拦截过滤,以满足核电厂冷源的要求。Nuclear power plants at home and abroad are generally located in coastal locations, using seawater as the final heat sink for the nuclear power plant. In order to ensure the safe operation of nuclear power plants, it is usually necessary to intercept and filter seawater. At present, nuclear power plant pumping stations generally intercept, filter and clean seawater through three barriers: the first barrier is an interception net in front of the water intake, the second barrier is a coarse grille and a fine grille (including a cleaning machine), and the third barrier The third channel is a rotating filter (mainly a side water inlet plate and frame rotating filter or a drum filter). The mesh openings of the three barriers decrease in sequence to achieve step-by-step interception and filtration of seawater to meet the requirements of the cold source of the nuclear power plant.
近年来,陆续爆发的核电厂取水口堵塞事件暴露出核电厂的海水过滤及清理设施仍存在不足,如何对过滤终端前的预拦截过滤功能进行强化,受到越来越多研究者的关注,例如,将鼓形滤网上游拦截清污效率低下的细格栅清污机替换为预拦截板框式旋转滤网是目前研究的重要方向之一。In recent years, the successive incidents of blockage of water inlets of nuclear power plants have revealed that the seawater filtration and cleaning facilities of nuclear power plants are still insufficient. How to strengthen the pre-interception and filtration function in front of the filtration terminal has attracted more and more attention from researchers, such as , one of the important directions of current research is to replace the fine grid cleaning machine with low interception and cleaning efficiency upstream of the drum filter with a pre-interception plate and frame rotating filter.
板框式旋转滤网按照进水方式可分为侧面进水和正面进水:侧面进水板框式滤网需要复杂的土建基础结构,在运核电厂取水泵站布置紧凑,流道水流方向已经固化,只能考虑增设正面进水板框式滤网。相关技术中的正面进水板框式滤网普遍存在过流断面小、污物易夹带影响取水安全,捞污斗提升过程中污物易跌落和反冲洗不彻底造成污物夹带等问题,限制了其在核电领域的应用。The plate and frame rotary filter can be divided into side water inlet and front water inlet according to the water inlet mode: the side water inlet plate and frame filter requires a complex civil infrastructure structure, and the water intake pumping station of the nuclear power plant is compactly arranged, and the flow direction of the flow channel is It has solidified, so we can only consider adding a front water inlet frame filter. The front water inlet plate and frame filter in the related technology generally has problems such as small flow cross section, easy entrainment of dirt, which affects the safety of water intake, easy fall of dirt during the lifting process of the sewage bucket, and incomplete backwashing, which causes dirt entrainment, which limits the its application in the field of nuclear power.
发明内容Contents of the invention
本发明的目的在于:克服现有技术中的至少一个缺陷,提供一种核电厂泵 站正面进水预拦截过滤装置,以对海生物进行有效预过滤及清理,保障机组的安全稳定运行。The object of the present invention is to overcome at least one defect in the prior art and provide a front water inlet pre-interception filtering device of a nuclear power plant pumping station to effectively pre-filter and clean marine organisms and ensure the safe and stable operation of the unit.
为了实现上述发明目的,本发明提供了一种核电厂泵站正面进水预拦截过滤装置,其包括:In order to achieve the above-mentioned object of the invention, the present invention provides a front water inlet pre-interception filtering device of a nuclear power plant pumping station, which includes:
框架,所述框架的两侧分别设有环形链条,所述环形链条的底端与水渠流道底部之间间隔设置;A frame, annular chains are provided on both sides of the frame, and the bottom end of the annular chain is spaced apart from the bottom of the water channel flow channel;
网板,连续布满在所述两个环形链条上,所述网板的两侧分别固定连接所述两个环形链条;以及The mesh plate is continuously covered on the two annular chains, and both sides of the mesh plate are respectively fixedly connected to the two annular chains; and
驱动装置,所述驱动装置包括电机、通过轴承座安装在所述框架上的主轴,以及设置在所述主轴上的两个链轮,所述电机带动所述主轴转动,并通过所述两个链轮和所述两个环形链条的啮合,带动所述两个环形链条和固定连接于所述两个环形链条上的所述网板往复运动。The driving device includes a motor, a main shaft installed on the frame through a bearing seat, and two sprockets arranged on the main shaft. The motor drives the main shaft to rotate, and the main shaft is driven by the two sprockets. The meshing of the sprocket and the two annular chains drives the two annular chains and the mesh plate fixedly connected to the two annular chains to reciprocate.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,所述框架的顶部设有上部机架,所述上部机架包括底座、与所述底座相对的顶梁、以及位于所述底座和所述顶梁之间的立柱,所述驱动装置设置于所述底座、顶梁和立柱共同围成的收容空间中。According to one embodiment of the water inlet pre-interception filtering device at the front of a nuclear power plant pumping station of the present invention, an upper frame is provided on the top of the frame, and the upper frame includes a base, a top beam opposite to the base, and a A column is provided between the base and the top beam, and the driving device is arranged in the accommodation space jointly formed by the base, the top beam and the column.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,围绕所述收容空间设有罩壳,所述罩壳上设有观察窗。According to one embodiment of the water inlet pre-interception filtering device at the front of the nuclear power plant pumping station of the present invention, a cover is provided around the receiving space, and an observation window is provided on the cover.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,所述上部机架设有反冲洗系统和排污槽,所述反冲洗系统包括冲洗水管和设置于所述冲洗水管上的多个喷嘴,当所述网板运动从所述上部机架向下运动时,所述喷嘴倾斜向下冲洗所述网板,冲洗下的污物通过所述排污槽排出。According to one embodiment of the front water inlet pre-interception filtering device of a nuclear power plant pumping station of the present invention, the upper frame is provided with a backwash system and a sewage drain tank. The backwash system includes a flushing water pipe and multiple water pipes arranged on the flushing water pipe. When the screen plate moves downward from the upper frame, the nozzle tilts downward to flush the screen plate, and the washed dirt is discharged through the sewage drain channel.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,所述电机通过减速机驱动所述主轴旋转,所述减速机于所述网板下降侧装有扭矩臂,所述扭矩臂设置的支座固定在地面上,所述支座上装有安全销和圆柱销,所述 安全销于过载时剪短使所述圆柱销位移,触发电气接近开关发出报警信号并使所述电机停止转动。According to one embodiment of the water inlet pre-interception filtering device at the front of a nuclear power plant pumping station of the present invention, the motor drives the main shaft to rotate through a reducer, and the reducer is equipped with a torque arm on the descending side of the mesh plate. The support provided by the arm is fixed on the ground, and the support is equipped with a safety pin and a cylindrical pin. When the safety pin is overloaded, it is shortened to cause the displacement of the cylindrical pin, triggering the electrical proximity switch to send out an alarm signal and causing the motor to Stop turning.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,所述网板设有网板框架和安装于所述网板框架上的网片,所述网板框架两侧分别固定在所述链条上。According to one embodiment of the front water inlet pre-interception filtering device of a nuclear power plant pumping station of the present invention, the mesh plate is provided with a mesh frame and mesh pieces installed on the mesh frame, and both sides of the mesh frame are fixed respectively. on said chain.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,所述网板框架设有与水平方向成10-45°夹角的捞污斗。According to one embodiment of the water inlet pre-interception filtering device at the front of the nuclear power plant pumping station of the present invention, the mesh plate frame is provided with a sewage bucket at an angle of 10-45° with the horizontal direction.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,所述框架上设有网板支撑导向机构,所述网板框架上设有导向轮,所述导向轮沿着所述网板支撑导向机构行走。According to one embodiment of the water inlet pre-interception filtering device at the front of a nuclear power plant pumping station of the present invention, the frame is provided with a mesh support and guide mechanism, the mesh frame is provided with guide wheels, and the guide wheels are arranged along the The mesh plate supports the walking of the guide mechanism.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,所述轴承座上设有调节杆,所述调节杆上设有锁紧螺母,通过旋紧或旋松锁紧螺母调节所述主轴的位置和所述环形链条的松紧。According to one embodiment of the water inlet pre-interception filtering device at the front of a nuclear power plant pumping station of the present invention, the bearing seat is provided with an adjusting rod, and the adjusting rod is provided with a locking nut, which can be adjusted by tightening or loosening the locking nut. The position of the spindle and the tightness of the endless chain.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,所述框架在其高度方向分段设置,相邻段结构适配,且可拆卸组装。According to one embodiment of the water inlet pre-interception filtering device at the front of a nuclear power plant pumping station of the present invention, the frame is arranged in sections in its height direction, and the structures of adjacent sections are adapted and can be disassembled and assembled.
根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,所述环形链条的底端与水渠流道底部之间的流道预留高度按以下方式确定:According to one embodiment of the water inlet pre-interception filtering device at the front of a nuclear power plant pumping station of the present invention, the reserved height of the flow channel between the bottom end of the annular chain and the bottom of the water channel flow channel is determined in the following manner:
S1、将过水流道截面在流向上划分为断面1、断面0和断面2,其中,断面1为网板上游的断面,断面0为网板处的断面,断面2为网板下游的断面;S1. Divide the cross-section of the water passage into section 1, section 0 and section 2 in the flow direction. Section 1 is the section upstream of the mesh plate, section 0 is the section at the mesh plate, and section 2 is the section downstream of the mesh plate;
S2、建立方程,其中,断面0流过的流量为流道总流量:S2. Establish an equation, in which the flow rate flowing through section 0 is the total flow rate of the flow channel:
Q=Q 1+Q 2=v 1A 1+v 0A 2      (1) Q=Q 1 +Q 2 =v 1 A 1 +v 0 A 2 (1)
式(1)中,Q 1为流过预拦截过滤装置的流量,Q 2为流过底部流道的流量,v 1为预拦截过滤装置的过网流速,v 0为底部流道的流速,A 1为预拦截过滤装置的净过流面积,A 2为底部流道的过流面积; In formula (1), Q 1 is the flow rate flowing through the pre-interception filter device, Q 2 is the flow rate flowing through the bottom flow channel, v 1 is the flow rate of the pre-interception filter device, v 0 is the flow rate of the bottom flow channel, A 1 is the net flow area of the pre-interception filter device, and A 2 is the flow area of the bottom flow channel;
A 2=Bh        (2) A 2 =Bh (2)
式(2)中,B为流道宽度,h为底部流道预留高度,In formula (2), B is the width of the flow channel, h is the reserved height of the bottom flow channel,
假设预拦截过滤装置完全堵塞,总水头损失(h L1-2)用底部流道的水头损失表示: Assuming that the pre-interception filter device is completely blocked, the total head loss (h L1-2 ) is expressed by the head loss of the bottom flow channel:
h L1-2=Δh 2       (3) h L1-2 =Δh 2 (3)
Figure PCTCN2022137178-appb-000001
Figure PCTCN2022137178-appb-000001
式(4)中,ξ 1为断面突然缩小的阻力系数,ξ 2=0.5(1-h/H 1);ξ 3为断面突然扩大的阻力系数,ξ 3=(1-h/H 2) 2In formula (4), ξ 1 is the resistance coefficient when the cross section suddenly shrinks, ξ 2 = 0.5 (1-h/H 1 ); ξ 3 is the resistance coefficient when the cross section suddenly expands, ξ 3 = (1-h/H 2 ) 2 ;
S3、依据实际厂址条件确定流道流量Q、流道宽度B、流道高度H1,按h L1-2≤250mm,联立方程(1)-(4),得到底部流道预留高度h的最小值要求。 S3. Determine the channel flow rate Q, channel width B, and channel height H1 according to the actual factory site conditions. According to h L1-2 ≤ 250mm, combine equations (1)-(4) to obtain the reserved height h of the bottom channel. Minimum value required.
相对于现有技术,本发明核电厂泵站正面进水预拦截过滤装置中,环形链条的底端与水渠流道底部之间间隔设置,固定连接于两个环形链条上的网板也与水渠流道底部之间间隔设置,因此即使整个网片堵塞也仍然留有安全过水通道,可以实现非全断面正面进水预拦截,增大过流断面,在保证核电厂循环水系统和核安全级的重要厂用水系统取水量的前提下,实现对入侵核电厂泵站的细小尺寸海生物进行有效预拦截过滤和清理,保障机组的安全稳定运行。Compared with the prior art, in the front water inlet pre-interception filtering device of the nuclear power plant pumping station of the present invention, the bottom end of the annular chain is spaced from the bottom of the water channel flow channel, and the mesh plate fixedly connected to the two annular chains is also connected to the water channel. The bottoms of the flow channels are spaced apart, so even if the entire mesh is blocked, there is still a safe water passage, which can realize pre-interception of non-full-section frontal water inflow and increase the flow cross-section, ensuring the circulating water system and nuclear safety of the nuclear power plant. Under the premise of reducing the water intake of the important plant water system, it is possible to effectively pre-intercept, filter and clean the small-sized marine organisms that invade the nuclear power plant pumping station, ensuring the safe and stable operation of the unit.
附图说明Description of the drawings
下面结合附图和具体实施方式,对本发明核电厂泵站正面进水预拦截过滤装置及其技术效果进行详细说明,其中:The following is a detailed description of the front water inlet pre-interception filtration device of the nuclear power plant pumping station of the present invention and its technical effects with reference to the accompanying drawings and specific embodiments, wherein:
图1为本发明核电厂泵站正面进水预拦截过滤装置的结构示意图。Figure 1 is a schematic structural diagram of the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
图2为本发明核电厂泵站正面进水预拦截过滤装置中,上部机架的结构示意图。Figure 2 is a schematic structural diagram of the upper frame of the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
图3为本发明核电厂泵站正面进水预拦截过滤装置中,反冲洗系统的结构示意图。Figure 3 is a schematic structural diagram of the backwash system in the front water inlet pre-interception filtering device of the nuclear power plant pump station according to the present invention.
图4为本发明核电厂泵站正面进水预拦截过滤装置中,驱动装置的结构示意图。Figure 4 is a schematic structural diagram of the driving device in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
图5为本发明核电厂泵站正面进水预拦截过滤装置中,过载保护装置的结构示意图。Figure 5 is a schematic structural diagram of the overload protection device in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
图6为本发明核电厂泵站正面进水预拦截过滤装置中,网板的结构示意图。Figure 6 is a schematic structural diagram of the mesh plate in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
图7为本发明核电厂泵站正面进水预拦截过滤装置中,捞污斗的结构示意图。Figure 7 is a schematic structural diagram of a sewage bucket in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
图8为本发明核电厂泵站正面进水预拦截过滤装置中,框架的分段设置示意图。Figure 8 is a schematic diagram of the segmented arrangement of the frame in the front water inlet pre-interception filtering device of the nuclear power plant pump station according to the present invention.
图9为本发明核电厂泵站正面进水预拦截过滤装置中,安装导轨、土建基础导轨与工作链条行走导轨的放大示意图。Figure 9 is an enlarged schematic diagram of the installation guide rails, civil construction foundation guide rails and working chain walking guide rails in the front water inlet pre-interception filtering device of the nuclear power plant pumping station according to the present invention.
图10为本发明核电厂泵站正面进水预拦截过滤装置中,网板处的水力模型示意图。Figure 10 is a schematic diagram of the hydraulic model at the screen plate in the front water inlet pre-interception filtering device of the nuclear power plant pump station according to the present invention.
其中:in:
10--框架;100--底座;102--顶梁;104--立柱;106--罩壳;108--观察窗;110--电机;112--减速机;114--轴承座;116--主轴;118--链轮;120--反冲洗水管;122--喷嘴;124--排污槽;126--安全销和圆柱销;128--调节杆;130--锁紧螺母;132--网板支撑导向机构;134--工作链条行走导轨;136--安装导轨;138--土建基础导轨;20--环形链条;200--链板;202--滚轮;204--滚轮轴;30--网板;300--网板框架;302--网片;304--捞污斗;306--导向轮;308--圆弧式机械自密封结构。10--frame; 100--base; 102--top beam; 104--column; 106--cover; 108--observation window; 110--motor; 112--reducer; 114--bearing seat; 116--Spindle; 118--Sprocket; 120--Backwash water pipe; 122--Nozzle; 124--Sewage trough; 126--Safety pin and cylindrical pin; 128--Adjusting rod; 130--Lock nut ; 132--mesh plate support and guide mechanism; 134--working chain walking guide rail; 136--installation guide rail; 138--civil construction foundation guide rail; 20--annular chain; 200--chain plate; 202--roller; 204- -Roller shaft; 30--screen plate; 300--screen frame; 302--mesh; 304--sewage bucket; 306--guide wheel; 308--arc type mechanical self-sealing structure.
具体实施方式Detailed ways
为了使本发明的发明目的、技术方案及其技术效果更加清晰,以下结合附图和具体实施方式,对本发明进行进一步详细说明。应当理解的是,本说明书中描述的具体实施方式仅仅是为了解释本发明,并非为了限定本发明。In order to make the purpose, technical solution and technical effect of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and specific implementation modes. It should be understood that the specific embodiments described in this specification are only for explaining the present invention and are not intended to limit the present invention.
请参照图1至9所示,本发明提供了一种核电厂泵站正面进水预拦截过滤装置,其包括:Referring to Figures 1 to 9, the present invention provides a front water inlet pre-interception filtering device of a nuclear power plant pumping station, which includes:
框架10,框架10的两侧分别设有环形链条20,环形链条20的底端与水渠流道底部之间间隔设置; Frame 10, annular chains 20 are respectively provided on both sides of the frame 10, and the bottom end of the annular chain 20 is spaced apart from the bottom of the water channel flow channel;
网板30,连续布满在两个环形链条20上,网板30的两侧分别固定连接于两个环形链条20上;以及The mesh plate 30 is continuously covered on the two annular chains 20, and both sides of the mesh plate 30 are respectively fixedly connected to the two annular chains 20; and
驱动装置,驱动装置包括电机110、通过轴承座114安装在框架10上的主轴116,以及设置在主轴116上的两个链轮118,电机110启动带动主轴116转动,并通过两个链轮118和两个环形链条20的啮合,带动两个环形链条20和固定连接于两个环形链条20上的网板30往复运动。The driving device includes a motor 110, a main shaft 116 installed on the frame 10 through a bearing seat 114, and two sprockets 118 provided on the main shaft 116. The motor 110 is started to drive the main shaft 116 to rotate, and the main shaft 116 is rotated through the two sprockets 118. The meshing with the two annular chains 20 drives the two annular chains 20 and the mesh plate 30 fixedly connected to the two annular chains 20 to reciprocate.
本发明核电厂泵站正面进水预拦截过滤装置采用的自带流道一体化框架10,创造性地将非全断面拦截底部流道融入到装置中,装置整体布置于水渠流道中,一方面解决了非全断面拦截过滤装置对土建基础结构的苛刻要求,另一方面避免了装置因整体悬空布置于进水流道在地震工况下易震溃而造成进水流道堵塞的风险,保障核电站核安全取水安全。The integrated frame 10 with its own flow channel used in the front water inlet pre-interception filtering device of the nuclear power plant pumping station of the present invention creatively integrates the non-full-section interception bottom flow channel into the device, and the device is arranged as a whole in the water channel flow channel. On the one hand, it solves the problem of It overcomes the stringent requirements of non-full-section interception and filtration devices on civil infrastructure. On the other hand, it avoids the risk of the device being suspended in the water inlet channel and prone to collapse under earthquake conditions, resulting in blockage of the inlet water channel, thus ensuring the nuclear safety of nuclear power plants. Water is safe.
请参照图2所示,框架10的顶部设有上部机架,上部机架包括底座100、与底座100相对的顶梁102、以及位于底座100和顶梁102之间的立柱104,驱动装置设置于底座100、顶梁102和立柱104共同围成的收容空间中,其中,底座100、顶梁102和立柱104均为碳钢钢板压制成型钢焊接成型的结构件。围绕收容空间设有罩壳106,罩壳106上设有观察窗108,工作人员可通过观察窗108从外面观测网片302表面的赃污情况而不受喷溅危险。罩壳106采用全封闭结构,即可以防止冲洗水四溅,又能有效地保护工作人员不与机械转动部件接触,保证人身安全。根据本发明的一个实施方式,罩壳106采用法兰联接,安装方便且可与底座100形成导流,冲洗水溅出到罩壳106上直接流回,确保无水溢出。Referring to Figure 2, an upper frame is provided on the top of the frame 10. The upper frame includes a base 100, a top beam 102 opposite to the base 100, and a column 104 located between the base 100 and the top beam 102. The driving device is provided In the accommodation space enclosed by the base 100 , the top beam 102 and the columns 104 , the base 100 , the top beam 102 and the columns 104 are all structural parts formed by pressing and welding carbon steel plates. A cover 106 is provided around the storage space, and an observation window 108 is provided on the cover 106. Workers can observe the dirt on the surface of the mesh 302 from the outside through the observation window 108 without being exposed to the risk of splashing. The cover 106 adopts a fully enclosed structure, which can prevent flushing water from splashing and effectively protect workers from contact with mechanical rotating parts to ensure personal safety. According to one embodiment of the present invention, the cover 106 is connected by a flange, which is easy to install and can form a flow guide with the base 100. The flushing water splashed onto the cover 106 flows back directly, ensuring that no water overflows.
请一并参照图2和图3所示,上部机架设有反冲洗系统和排污槽124,反冲洗系统包括冲洗水管120和设置于冲洗水管120上的多个喷嘴122,在图3所示实施方式中,冲洗水管120上设有上下两排喷嘴122,两排喷嘴122都成倾斜设置。捞污斗304收集的污物被提升到反冲洗位置后,通过冲洗水管120上的喷嘴122喷出带有一定压力冲洗水(冲洗水供给由专用冲洗水系统提供)将杂物冲落到排污槽中124,进而排到排污沟中,保持网板30清洁。排污槽124设置在上部机架合理的位置,以保证排出所有污物。当网板30从上部机架向下运动时,喷嘴122倾斜向下冲洗网板30,冲洗下的污物通过所述排污槽124排出。与传统设备反冲洗水管布置于网板30提升侧不同,本发明采用全翻转卸污设计,将反冲洗水管布置于网板30的下降侧,大尺寸污物依靠自重落入排污槽124,小尺寸污物依靠反冲洗水冲至排污槽124,解决了传统设备网板30因反冲洗不彻底而存在的污物夹带问题。Please refer to Figures 2 and 3 together. The upper frame is provided with a backwashing system and a sewage tank 124. The backwashing system includes a flushing water pipe 120 and a plurality of nozzles 122 provided on the flushing water pipe 120. It is implemented as shown in Figure 3 In this method, the flushing water pipe 120 is provided with two rows of nozzles 122 up and down, and both rows of nozzles 122 are arranged at an angle. After the dirt collected by the sewage bucket 304 is lifted to the backwash position, flushing water with a certain pressure is sprayed out through the nozzle 122 on the flushing water pipe 120 (the flushing water supply is provided by a special flushing water system) to flush the debris down to the sewage discharge station. 124 in the groove, and then discharged into the sewage ditch to keep the screen 30 clean. The sewage drain 124 is arranged at a reasonable position on the upper frame to ensure that all sewage is discharged. When the screen plate 30 moves downward from the upper frame, the nozzle 122 tilts downward to flush the screen plate 30 , and the flushed dirt is discharged through the drain groove 124 . Different from traditional equipment where the backwash water pipe is arranged on the lifting side of the screen plate 30, the present invention adopts a full-turning waste discharge design and arranges the backwash water pipe on the descending side of the screen plate 30. Large-sized dirt falls into the sewage drain tank 124 by its own weight, and small-sized dirt falls into the sewage tank 124 by its own weight. Large-scale dirt is flushed to the sewage tank 124 by means of backwash water, which solves the problem of dirt entrainment in the screen plate 30 of traditional equipment due to incomplete backwash.
请参照图2和图4所示,轴承座114通过丝杠螺母固定在上部机架上,轴承座114上设有调节杆128,调节杆128上设有锁紧螺母130,通过旋紧或旋松锁紧螺母130,两个轴承座114可沿滑道移动,调节主轴116的高度、水平和环形链条20的松紧。Please refer to Figures 2 and 4. The bearing seat 114 is fixed on the upper frame through a screw nut. The bearing seat 114 is provided with an adjusting rod 128. The adjusting rod 128 is provided with a locking nut 130. By tightening or screwing Loosen the locking nut 130, and the two bearing seats 114 can move along the slideway to adjust the height and level of the main shaft 116 and the tightness of the annular chain 20.
请参照图5所示,驱动装置包括一台电机110、硬齿面的减速机112、支座(未图示),以及机械过载装置。减速机112套装在主轴116一端,工作时首先由电机110将电能转变成机械能,并通过减速机112将一定动力和转速传递给主轴116,带动主轴116和链轮118旋转,从而带动挂在链轮118上的环形链条20和网板30上下往复循环运动。Referring to FIG. 5 , the driving device includes a motor 110 , a hard-tooth surface reducer 112 , a support (not shown), and a mechanical overload device. The reducer 112 is installed at one end of the main shaft 116. When working, the motor 110 first converts electrical energy into mechanical energy, and transmits a certain power and rotation speed to the main shaft 116 through the reducer 112, driving the main shaft 116 and the sprocket 118 to rotate, thereby driving the chain hanging on the chain. The annular chain 20 and the mesh plate 30 on the wheel 118 move up and down in a reciprocating cycle.
过载保护装置包括电气保护和机械保护,其中,减速机112在网板30下降侧装有扭矩臂,扭矩臂设置的支座座固定在地面一次埋件上,支座上装有一个安全销和圆柱销126,当设备过载时,安全销剪短使圆柱销126发生位移,从而触发电气接近开关,电气接近开关发出报警信号,电机110停止转动并提供机 械过载保护。电气保护可采用过电流和低电压保护装置,以有效保护电机及设备。The overload protection device includes electrical protection and mechanical protection. Among them, the reducer 112 is equipped with a torque arm on the descending side of the mesh plate 30. The support seat of the torque arm is fixed on the primary embedded part on the ground. A safety pin and a cylinder are installed on the support. Pin 126, when the equipment is overloaded, the safety pin is shortened to cause the cylindrical pin 126 to shift, thereby triggering the electrical proximity switch. The electrical proximity switch sends an alarm signal, and the motor 110 stops rotating and provides mechanical overload protection. Electrical protection can use over-current and low-voltage protection devices to effectively protect motors and equipment.
请参照图6所示,网板30设有网板框架300和安装于网板框架300上的网片302,网板框架300两侧分别固定在环形链条20上。网片302采用不锈钢冲孔网,用螺栓固定在网板框架300上,网板间密封采用圆弧式机械自密封结构308。网片302固定在网板框架300的外表面上,采用独立的联接系统,以便于观察和更换网片302。网板框架300两端通过长螺栓固链条20上,两条环形链条20分别挂在主轴116的链轮118上,随着链轮118的旋转,滚轮202与链轮118啮合,带动网板30与环形链条20上下循环运动。Referring to FIG. 6 , the screen panel 30 is provided with a screen frame 300 and a screen piece 302 installed on the screen frame 300 . Both sides of the screen frame 300 are respectively fixed on the annular chain 20 . The mesh 302 is made of stainless steel punched mesh and is fixed on the mesh frame 300 with bolts. The seal between the mesh plates adopts an arc-type mechanical self-sealing structure 308. The mesh 302 is fixed on the outer surface of the mesh frame 300, and an independent connection system is used to facilitate observation and replacement of the mesh 302. Both ends of the screen frame 300 are fastened to the chains 20 through long bolts. The two annular chains 20 are respectively hung on the sprockets 118 of the main shaft 116. As the sprocket 118 rotates, the roller 202 engages with the sprocket 118 to drive the screen 30 It circulates up and down with the annular chain 20 .
环形链条20包括链板200、滚轮202和滚轮轴204,滚轮202的材质为MC尼龙,可提升其与链轮118啮合的耐磨损性能。传统设备反冲洗水管120布置于网板30提升侧,为了便于污物反冲洗,捞污斗一般呈水平布置,极易造成网板30提升过程中捞污斗中的污物提前跌落至流道。请一并参照图7所示,网板框架300设有与水平方向成一定夹角
Figure PCTCN2022137178-appb-000002
的捞污斗304,实现了对污物提升过程更好的“容纳”效果,解决了污物提前掉落问题。此外,网板框架300还布置了导向轮306,框架10上设有网板支撑导向机构132,导向轮306可沿着网板支撑导向机构132行走,保障网板30运行的平稳性。网板支撑导向机构132一方面为网板30的运行起到导向作用,另一方面在网板30承受水位压差时为网板30提供支撑,防止网板30压溃。
The endless chain 20 includes a chain plate 200, a roller 202 and a roller shaft 204. The material of the roller 202 is MC nylon, which can improve the wear resistance of its engagement with the sprocket 118. The backwash water pipe 120 of traditional equipment is arranged on the lifting side of the screen plate 30. In order to facilitate the backwashing of dirt, the dirt bailing bucket is generally arranged horizontally, which can easily cause the dirt in the dirt bailing bucket to fall into the flow channel in advance during the lifting of the screen plate 30. . Please refer to Figure 7 as well. The screen frame 300 is arranged at a certain angle with the horizontal direction.
Figure PCTCN2022137178-appb-000002
The dirt bailing bucket 304 achieves a better "accommodating" effect during the dirt lifting process and solves the problem of early dirt falling. In addition, the screen frame 300 is also equipped with guide wheels 306, and the frame 10 is provided with a screen support and guide mechanism 132. The guide wheels 306 can walk along the screen support and guide mechanism 132 to ensure the smooth operation of the screen 30. On the one hand, the screen support and guide mechanism 132 plays a guiding role for the operation of the screen 30 , and on the other hand, it provides support for the screen 30 when the screen 30 is subjected to the water level pressure difference to prevent the screen 30 from being crushed.
请参照图8和图9所示,根据本发明核电厂泵站正面进水预拦截过滤装置的一个实施方式,框架10在其高度方向分段设置,相邻段结构适配,且可拆卸组装,每段之间采用销轴定位及螺栓联接,借助支撑方钢实现分段吊装,解决了核电厂泵站行车吊高及吊装吨位不足的问题。例如,请特别参照图8所示,框架10采用分段设计,由三段组成,顶部段由两节直段框架及轨道组成,中间段由三节直段框架及轨道组成,底部段由一节半圆框架及轨道组成。各节之间 采用法兰联接,底部框架6个底孔与基础底部定位装置联接,顶部段与上部机架底座螺栓联接。Please refer to Figures 8 and 9. According to an embodiment of the present invention, a pre-interception and filtering device for water inflow at the front of a nuclear power plant pumping station, the frame 10 is arranged in sections in its height direction, and the structures of adjacent sections are adapted and can be disassembled and assembled. , pin shaft positioning and bolt connection are used between each section, and segmented hoisting is achieved with the help of supporting square steel, which solves the problem of insufficient driving hoisting height and hoisting tonnage of the nuclear power plant pumping station. For example, please refer specifically to Figure 8. The frame 10 adopts a segmented design and is composed of three sections. The top section is composed of two straight sections of frame and track, the middle section is composed of three straight sections of frame and track, and the bottom section is composed of one straight section. It is composed of semicircular frame and track. Flange connections are used between each section, the six bottom holes of the bottom frame are connected to the bottom positioning device of the foundation, and the top section is connected to the upper frame base with bolts.
请特别参照图9所示,整个框架10的内壁设有工作链条行走导轨134,外壁设有与土建基础导轨138配合使用的安装导轨136,如此安装设置,可以将装置前后水压和地震载荷传导至土建基础,确保在极限压差或发生地震时设备不会被压垮。Please refer specifically to Figure 9. The inner wall of the entire frame 10 is provided with a working chain walking guide rail 134, and the outer wall is provided with an installation guide rail 136 used in conjunction with the civil engineering foundation guide rail 138. Such an installation can transmit water pressure and seismic loads from the front and rear of the device. to the civil foundation to ensure that the equipment will not be crushed in the event of extreme pressure differences or earthquakes.
框架10的导轨设计,一方面突破了设备与土建基础通过预埋件螺栓连接的传统固定式安装方式,实现了设备的便携式安装,可整体吊出水渠对设备框架进行日常维护,解决了传统设备只能采用潜水等高风险作业方式进行维护的问题;另一方面可为设备地下框架提供支撑,可将装置前后水压和地震载荷传导至土建基础,保障设备在承受极限水位差压力时的结构安全。The guide rail design of the frame 10, on the one hand, breaks through the traditional fixed installation method in which the equipment and the civil foundation are connected by embedded bolts, and realizes the portable installation of the equipment. It can be lifted out of the water channel as a whole for daily maintenance of the equipment frame, solving the problem of traditional equipment Maintenance can only be carried out by high-risk operations such as diving; on the other hand, it can provide support for the underground frame of the equipment, conduct the water pressure and seismic load before and after the device to the civil foundation, and ensure the structure of the equipment when it withstands the ultimate water level difference pressure. Safety.
此外,请参照图10所示,本发明还构建了预拦截过滤装置水力模型,提出了非全断面预拦截过滤方法,在保证核电厂循环水系统(CRF)和核安全级的重要厂用水系统(SEC)取水量的前提下,假设预拦截过滤装置完全堵塞,建立其水力模型,为底部流道的预留尺寸设计值提供理论依据。In addition, as shown in Figure 10, the present invention also constructs a hydraulic model of the pre-interception filtration device, and proposes a non-full-section pre-interception filtration method to ensure the important plant water system of the nuclear power plant circulating water system (CRF) and nuclear safety level. (SEC) water intake, assuming that the pre-interception filtering device is completely blocked, establish its hydraulic model to provide a theoretical basis for the design value of the reserved size of the bottom flow channel.
模型概述Model overview
过水流道截面在流向上划分为断面“1”、断面“0”和断面“2”。The cross-section of the water passage is divided into section "1", section "0" and section "2" in the flow direction.
计算方程calculation equation
断面“0”流过的流量为流道总流量:The flow rate flowing through section "0" is the total flow rate of the flow channel:
Q=Q 1+Q 2=v 1A 1+v 0A 2       (1) Q=Q 1 +Q 2 =v 1 A 1 +v 0 A 2 (1)
式中,Q1为流过预拦截过滤装置的流量(完全堵塞时为0),Q2为流过底部流道的流量,v 1为预拦截过滤装置的过网流速,v 0为底部流道的流速,A 1为预拦截过滤装置的净过流面积(完全堵塞时为0),A 2为底部流道的过流面积: In the formula, Q1 is the flow rate flowing through the pre-interception filter device (0 when completely blocked), Q2 is the flow rate flowing through the bottom flow channel, v 1 is the flow rate of the pre-interception filter device, v 0 is the flow rate of the bottom flow channel Flow rate, A 1 is the net flow area of the pre-interception filter device (0 when completely blocked), A 2 is the flow area of the bottom flow channel:
A 2=Bh       (2) A 2 =Bh (2)
式中,B为流道宽度,h为底部流道预留高度In the formula, B is the width of the flow channel, h is the reserved height of the bottom flow channel
根据“阻力平衡”,在断面“0”,流过预拦截过滤装置的水头损失(Δh 1)与底部流道的水头损失(Δh 2)相等,由于假设预拦截过滤装置完全堵塞,总水头损失(h L1-2)用底部流道的水头损失表示: According to "resistance balance", at section "0", the head loss (Δh 1 ) flowing through the pre-interception filter device is equal to the head loss (Δh 2 ) of the bottom flow channel. Since the pre-interception filter device is assumed to be completely blocked, the total head loss (h L1-2 ) is expressed by the head loss of the bottom flow channel:
h L1-2=Δh 2        (3) h L1-2 =Δh 2 (3)
Figure PCTCN2022137178-appb-000003
Figure PCTCN2022137178-appb-000003
式中,ξ 1为断面突然缩小的阻力系数,ξ 2=0.5(1-h/H 1);ξ 3为断面突然扩大的阻力系数,ξ 3=(1-h/H 2) 2In the formula, ξ 1 is the resistance coefficient when the cross section suddenly shrinks, ξ 2 = 0.5 (1-h/H 1 ); ξ 3 is the resistance coefficient when the cross section suddenly expands, ξ 3 = (1-h/H 2 ) 2 .
依据实际厂址条件,流道流量Q、流道宽度B、流道高度H1均为已知值,根据NB/T 25046-2015《核电厂水工设计规范》中对水头损失的设计要求,h L1-2≤250mm,联立方程(1)-(4),可求出底部流道h的最小值要求。 According to the actual site conditions, the flow channel flow Q, the flow channel width B, and the flow channel height H1 are all known values. According to the design requirements for head loss in NB/T 25046-2015 "Code for Hydraulic Design of Nuclear Power Plants", h L1 -2 ≤250mm, by combining equations (1)-(4), the minimum requirement for h of the bottom flow channel can be obtained.
结合以上对本发明实施方式的详细描述可以看出,相对于现有技术,本发明核电厂泵站正面进水预拦截过滤装置中,环形链条20的底端与水渠流道底部之间间隔设置,固定连接于两个环形链条20上的网板30也与水渠流道底部之间间隔设置,因此即使整个网板30堵塞也仍然留有安全过水通道,可以实现非全断面正面进水预拦截,增大过流端面,在保证核电厂循环水系统和核安全级的重要厂用水系统取水量的前提下,实现对入侵核电厂泵站的细小尺寸海生物进行有效预拦截过滤和清理,保障机组的安全稳定运行。Based on the above detailed description of the embodiments of the present invention, it can be seen that compared with the prior art, in the front water inlet pre-interception filtering device of the nuclear power plant pumping station of the present invention, the bottom end of the annular chain 20 is spaced from the bottom of the water channel flow channel. The mesh plate 30 fixedly connected to the two annular chains 20 is also spaced from the bottom of the water channel flow channel. Therefore, even if the entire mesh plate 30 is blocked, there is still a safe water passage, which can realize pre-interception of non-full-section front water inflow. , increase the flow end face, and on the premise of ensuring the water intake of the nuclear power plant circulating water system and the important nuclear safety level plant water system, it is possible to effectively pre-intercept, filter and clean the small-sized marine organisms that invade the nuclear power plant pumping station, ensuring Safe and stable operation of the unit.
根据上述原理,本发明还可以对上述实施方式进行适当的变更和修改。因此,本发明并不局限于上面揭示和描述的具体实施方式,对本发明的一些修改和变更也应当落入本发明的权利要求的保护范围内。此外,尽管本说明书中使用了一些特定的术语,但这些术语只是为了方便说明,并不对本发明构成任何限制。Based on the above principles, the present invention can also make appropriate changes and modifications to the above embodiments. Therefore, the present invention is not limited to the specific embodiments disclosed and described above, and some modifications and changes to the present invention should also fall within the protection scope of the claims of the present invention. In addition, although some specific terms are used in this specification, these terms are only for convenience of explanation and do not constitute any limitation on the present invention.

Claims (11)

  1. 一种核电厂泵站正面进水预拦截过滤装置,其特征在于,包括:A pre-interception and filtering device for water inflow from the front of a nuclear power plant pumping station, which is characterized by including:
    框架,所述框架的两侧分别设有环形链条,所述环形链条的底端与水渠流道底部之间间隔设置;A frame, annular chains are provided on both sides of the frame, and the bottom end of the annular chain is spaced apart from the bottom of the water channel flow channel;
    网板,连续布满在所述两个环形链条上,所述网板的两侧分别固定连接所述两个环形链条;以及The mesh plate is continuously covered on the two annular chains, and both sides of the mesh plate are respectively fixedly connected to the two annular chains; and
    驱动装置,所述驱动装置包括电机、通过轴承座安装在所述框架上的主轴,以及设置在所述主轴上的两个链轮,所述电机带动所述主轴转动,并通过所述两个链轮和所述两个环形链条的啮合,带动所述两个环形链条和固定连接于所述两个环形链条上的所述网板往复运动。The driving device includes a motor, a main shaft installed on the frame through a bearing seat, and two sprockets arranged on the main shaft. The motor drives the main shaft to rotate, and the main shaft is driven by the two sprockets. The meshing of the sprocket and the two annular chains drives the two annular chains and the mesh plate fixedly connected to the two annular chains to reciprocate.
  2. 根据权利要求1所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,所述框架的顶部设有上部机架,所述上部机架包括底座、与所述底座相对的顶梁、以及位于所述底座和所述顶梁之间的立柱,所述驱动装置设置于所述底座、顶梁和立柱共同围成的收容空间中。The front water inlet pre-interception filtering device of a nuclear power plant pumping station according to claim 1, characterized in that an upper frame is provided on the top of the frame, and the upper frame includes a base and a top beam opposite to the base. , and a column located between the base and the top beam, the driving device is arranged in the accommodation space jointly surrounded by the base, the top beam and the column.
  3. 根据权利要求2所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,围绕所述收容空间设有罩壳,所述罩壳上设有观察窗。The front water inlet pre-interception filtering device of a nuclear power plant pumping station according to claim 2, characterized in that a cover is provided around the receiving space, and an observation window is provided on the cover.
  4. 根据权利要求2所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,所述上部机架设有反冲洗系统和排污槽,所述反冲洗系统包括冲洗水管和设置于所述冲洗水管上的多个喷嘴,当所述网板运动从所述上部机架向下运动时,所述喷嘴倾斜向下冲洗所述网板,冲洗下的污物通过所述排污槽排出。The front water inlet pre-interception filtration device of a nuclear power plant pumping station according to claim 2, characterized in that the upper frame is provided with a backwash system and a sewage drain, and the backwash system includes a flushing water pipe and a flushing water pipe. There are multiple nozzles on the water pipe. When the screen plate moves downward from the upper frame, the nozzles tilt downward to flush the screen plate, and the washed dirt is discharged through the sewage drain channel.
  5. 根据权利要求2所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,所述电机通过减速机驱动所述主轴旋转,所述减速机于所述网板下降侧装有扭矩臂,所述扭矩臂设置的支座固定在地面上,所述支座上装有安全销和圆柱销,所述安全销于过载时剪短使所述圆柱销位移,触发电气接近开关发出报警信号并使所述电机停止转动。The front water inlet pre-intercept filtering device of a nuclear power plant pumping station according to claim 2, characterized in that the motor drives the main shaft to rotate through a reducer, and the reducer is equipped with a torque arm on the descending side of the screen plate. , the support provided by the torque arm is fixed on the ground, and the support is equipped with a safety pin and a cylindrical pin. When the safety pin is overloaded, it is shortened to cause the displacement of the cylindrical pin, triggering the electrical proximity switch to send out an alarm signal and Stop the motor from rotating.
  6. 根据权利要求1所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,所述网板设有网板框架和安装于所述网板框架上的网片,所述网板框架两侧分别固定在所述链条上。The front water inlet pre-interception filtering device of a nuclear power plant pumping station according to claim 1, characterized in that the mesh plate is provided with a mesh frame and mesh pieces installed on the mesh frame, and the mesh frame Both sides are fixed on the chain respectively.
  7. 根据权利要求6所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,所述网板框架设有与水平方向成10-45°夹角的捞污斗。The front water inlet pre-interception filtering device of a nuclear power plant pumping station according to claim 6, characterized in that the mesh plate frame is provided with a sewage bucket at an angle of 10-45° with the horizontal direction.
  8. 根据权利要求6所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,所述框架上设有网板支撑导向机构,所述网板框架上设有导向轮,所述导向轮沿着所述网板支撑导向机构行走。The front water inlet pre-interception filtering device of a nuclear power plant pumping station according to claim 6, characterized in that the frame is provided with a mesh support and guide mechanism, the mesh frame is provided with guide wheels, and the guide wheels Walk along the screen support guide mechanism.
  9. 根据权利要求1所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,所述轴承座上设有调节杆,所述调节杆上设有锁紧螺母,通过旋紧或旋松锁紧螺母调节所述主轴的位置和所述环形链条的松紧。The front water inlet pre-interception filtering device of a nuclear power plant pumping station according to claim 1, characterized in that the bearing seat is provided with an adjusting rod, and the adjusting rod is provided with a locking nut, which can be tightened or loosened The locking nut adjusts the position of the spindle and the tightness of the endless chain.
  10. 根据权利要求1至9中任一项所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,所述框架在其高度方向分段设置,相邻段结构适配,且可拆卸组装。The front water inlet pre-interception filtering device of a nuclear power plant pumping station according to any one of claims 1 to 9, characterized in that the frame is arranged in sections in its height direction, and the structures of adjacent sections are adapted and detachable. Assemble.
  11. 根据权利要求1至9中任一项所述的核电厂泵站正面进水预拦截过滤装置,其特征在于,所述环形链条的底端与水渠流道底部之间的流道预留高度按以下方式确定:The front water inlet pre-interception filtering device of a nuclear power plant pumping station according to any one of claims 1 to 9, characterized in that the reserved height of the flow channel between the bottom end of the annular chain and the bottom of the water channel flow channel is Determined by:
    S1、将过水流道截面在流向上划分为断面1、断面0和断面2,其中,断面1为网板上游的断面,断面0为网板处的断面,断面2为网板下游的断面;S1. Divide the cross-section of the water passage into section 1, section 0 and section 2 in the flow direction. Section 1 is the section upstream of the mesh plate, section 0 is the section at the mesh plate, and section 2 is the section downstream of the mesh plate;
    S2、建立方程,其中,断面0流过的流量为流道总流量:S2. Establish an equation, in which the flow rate flowing through section 0 is the total flow rate of the flow channel:
    Q=Q 1+Q 2=v 1A 1+v 0A 2   (1) Q=Q 1 +Q 2 =v 1 A 1 +v 0 A 2 (1)
    式(1)中,Q 1为流过预拦截过滤装置的流量,Q 2为流过底部流道的流量,v 1为预拦截过滤装置的过网流速,v 0为底部流道的流速,A 1为预拦截过滤装置的净过流面积,A 2为底部流道的过流面积; In formula (1), Q 1 is the flow rate flowing through the pre-interception filter device, Q 2 is the flow rate flowing through the bottom flow channel, v 1 is the flow rate of the pre-interception filter device, v 0 is the flow rate of the bottom flow channel, A 1 is the net flow area of the pre-interception filter device, and A 2 is the flow area of the bottom flow channel;
    A 2=Bh    (2) A 2 =Bh (2)
    式(2)中,B为流道宽度,h为底部流道预留高度,In formula (2), B is the width of the flow channel, h is the reserved height of the bottom flow channel,
    假设预拦截过滤装置完全堵塞,总水头损失(h L1-2)用底部流道的水头损失表示: Assuming that the pre-interception filter device is completely blocked, the total head loss (h L1-2 ) is expressed by the head loss of the bottom flow channel:
    h L1-2=Δh 2(3) h L1-2 =Δh 2 (3)
    Figure PCTCN2022137178-appb-100001
    Figure PCTCN2022137178-appb-100001
    式(4)中,ξ 1为断面突然缩小的阻力系数,ξ 2=0.5(1-h/H 1);ξ 3为断面突然扩大的阻力系数,ξ 3=(1-h/H 2) 2In formula (4), ξ 1 is the resistance coefficient when the cross section suddenly shrinks, ξ 2 = 0.5 (1-h/H 1 ); ξ 3 is the resistance coefficient when the cross section suddenly expands, ξ 3 = (1-h/H 2 ) 2 ;
    S3、依据实际厂址条件确定流道流量Q、流道宽度B、流道高度H1,按h L1-2≤250mm,联立方程(1)-(4),得到底部流道预留高度h的最小值要求。 S3. Determine the channel flow rate Q, channel width B, and channel height H1 according to the actual factory site conditions. According to h L1-2 ≤ 250mm, combine equations (1)-(4) to obtain the reserved height h of the bottom channel. Minimum value required.
PCT/CN2022/137178 2022-07-04 2022-12-07 Front water inlet pre-intercepting and filtering device for pump station of nuclear power plant WO2024007525A1 (en)

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