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CN109406187A - The many-body dynamics simulator and method of crane wind resistance non-skid property - Google Patents

The many-body dynamics simulator and method of crane wind resistance non-skid property Download PDF

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Publication number
CN109406187A
CN109406187A CN201811519370.0A CN201811519370A CN109406187A CN 109406187 A CN109406187 A CN 109406187A CN 201811519370 A CN201811519370 A CN 201811519370A CN 109406187 A CN109406187 A CN 109406187A
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China
Prior art keywords
crane
wheel
brake
wind
model
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CN201811519370.0A
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Inventor
苏文胜
薛志钢
孙小伟
胡东明
朱志鑫
徐鹏程
武剑锋
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Special Equipment Safety Supervision Inspection Institute of Jiangsu Province
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Special Equipment Safety Supervision Inspection Institute of Jiangsu Province
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Priority to CN201811519370.0A priority Critical patent/CN109406187A/en
Publication of CN109406187A publication Critical patent/CN109406187A/en
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M99/00Subject matter not provided for in other groups of this subclass
    • G01M99/005Testing of complete machines, e.g. washing-machines or mobile phones
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M99/00Subject matter not provided for in other groups of this subclass
    • G01M99/007Subject matter not provided for in other groups of this subclass by applying a load, e.g. for resistance or wear testing

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Regulating Braking Force (AREA)

Abstract

本发明涉及一种起重机抗风防滑性能的多体动力学模拟装置和方法,它能够静态、动态地验证分析起重机抗风防滑性能,从而可以整体在抗风制动过程中的动力学响应进行分析研究,还可以利用该模型对制动器的选型进行配置优化进行分析;基于力平移定理对风荷载的等效处理能够简化边界条件施加步骤;利用本模型可以对起重机抗风防滑失效机理进行探讨,并可根据此动力模型的仿真数据对起重机抗风防滑现场试验提供指导和理论依据。通过增设监测系统,能对起重机的运行参数进行全面监控并管理,提高了检测效率,能保证起重机的安全运行。制动器上的风速传感器和速度传感器可以配合得到数据,通过风力大小、速度判断出制定的制动方案,并指令相关制动装置制动。

The invention relates to a multi-body dynamic simulation device and method for the wind-resistant and anti-skid performance of a crane, which can verify and analyze the wind-resistant and anti-skid performance of the crane statically and dynamically, so as to analyze the overall dynamic response during the wind-resistant braking process. The model can also be used to analyze the configuration optimization of the brake selection; the equivalent treatment of wind loads based on the force translation theorem can simplify the steps of applying boundary conditions; this model can be used to discuss the failure mechanism of the crane against wind and anti-skid. According to the simulation data of this dynamic model, it can provide guidance and theoretical basis for the field test of the crane against wind and anti-skid. By adding a monitoring system, the operating parameters of the crane can be fully monitored and managed, the detection efficiency is improved, and the safe operation of the crane can be ensured. The wind speed sensor and the speed sensor on the brake can cooperate to obtain data, judge the formulated braking plan according to the wind strength and speed, and instruct the relevant braking device to brake.

Description

The many-body dynamics simulator and method of crane wind resistance non-skid property
Technical field
The present invention relates to a kind of many-body dynamics simulator of crane wind resistance non-skid property and methods, it uses power The anti-skidding failure mechanism of crane wind resistance is studied in modeling, and emulation data analysis.
Background technique
Outdoor goliath, particularly the disaster of the high wind sliding initiation in coastal and harbour goliath are works The problem of journey circle is paid close attention to.Due to not establishing the design and check and evaluation system of effective wind-resisting sliding system, cause by high wind Accident caused by sliding frequently occurs.
Two, Shanghai 60T gantry crane is blown by burst high wind and slides within 2004, has slided inclination out of control after about 70m and has fallen Ground;PORT OF YINKOU in 2004 is worth 70,000,000 yuans of two Quayside container gantry cranes in normal weather, It is prominent to meet strong gusts of wind, which is scraped, is rapidly walked along crane runway, until track terminal is tumbled to marine, is caused altogether About 1.4 hundred million yuans of loss;
The typhoon " ring cicada " of South Korea is swept away within 2003, the blast of moment up to 42.7m/s have scraped Pusan's Port Container code The crane of more than the 10 nearly kilotons that weigh of head, 11 container cranes, which are blown down and are damaged death toll in various degree, is more than Hundred people, 1,300,000,000 dollars of direct economic loss.
It can be seen that the anti-skidding failure of crane wind resistance either has serious accident at home or in foreign countries, and The reason of crane wind resistance anti-skidding failure, is not very clear at present.Some scholars think that crane produces under the action of wind load Raw movement, with the continuous action of wind load, crane is accelerated, and is formed very big kinetic energy, is then touched with other cranes It hits, the accident for causing group to damage.
But it is anti-skidding to crane wind resistance in rubber tyre gantry crane design check, be distinctly claimed in some specifications There is general 9~10 grades of maximum wind loading rating when complete machine sliding, the antidumping of coastal crane under off working state in heavy-duty machine Stability wind pressure value is 600~1000pa, and causes the goliath of Port of Zhanjiang 16 to be ruined in No. 15 typhoons in 1996 Later, Ministry of Communications will have issued " coastal port harbour and its Finishing of Machinery in Large-Scale Port about newly-built enlarging, reconstruction in the end of the year 1996 Configure the notice of wind resistance device ", the design wind loading rating under notification working condition is increased to by 9~storm Hurricane;Design wind loading rating under off working state is increased to 1850Pa (being equivalent to wind speed 55m/s) by 600~1000Pa, It improves by about one time.But pass through accident investigation and find local meteorological aspect not very big wind later, all scenes of the accident Wind is no more than 10 grades, and this wind only causes damage to crane, really not bright to trees close at hand, building Aobvious influence.
It can be seen that crane wind resistance failure be not it is simple as wind scale it is excessive caused by, may there are also its His factor, such as wind prevention braking device coefficient of friction is insufficient, influence, track and the wheel of the uplift force of wind, hanging object to crane Whether there is foreign matter to reduce coefficient of friction etc. between son, these are likely to the wind resistance skid resistance for reducing lifting.
The current wind resistance non-skid property for crane is mainly still in the research of brake, including New Brake Development, brake type selecting and configuration and wind resistance anti-skid device experiment porch etc., such as there are also scholar propose scene survey The anti-skidding test method of crane wind resistance is tried, but this method can only be from static state from the anti-skidding energy of wind resistance to verifying crane Power.Some scholars study wheel-rim brake braking ability of crane using many-body dynamics, but should Research is only studied from part, can not be analyzed the whole dynamic response in wind resistance braking process of crane. Research is lacked for dynamic characteristics anti-skidding to crane on the whole.
Summary of the invention
In order to solve the technical problems in background technology, the present invention provides a kind of the more of crane wind resistance non-skid property Body dynamics simulator and method, it can static, dynamically verify analysis crane wind resistance non-skid property, and overall monitor is simultaneously Management, analyzes and researches so as to dynamic response of the entirety in wind resistance braking process.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of many-body dynamics simulator of crane wind resistance non-skid property, the simulator use gantry crane mould Type is analyzed to simulate crane, which includes girder, the setting of girder horizontal cross, the bottom of girder two sides Portion is fixed by more stabilizer blades and horizontal two longitudinally disposed crossbeams, and the bottom of crossbeam is set to horizontal longitudinal direction by wheel and sets On the track set, the wheel includes driving wheel and driven wheel, and driving wheel and driven wheel interval are arranged, and driving wheel is by motor control Driving, moves together with driven wheel, retarder is connected on the driving wheel, matched braking is connected on retarder Device, is equipped with control system on the brake, which includes PLC controller, air velocity transducer, velocity sensor, quiet State brake apparatus, dynamic braking device, air velocity transducer, velocity sensor are connected on the input terminal of PLC controller, the static state Brake apparatus and dynamic braking device are fixed on crane, and static brake device and dynamic braking device and PLC are controlled The output end of device is connected, and static brake device includes rim brake and iron Wedge brake, and the dynamic braking device is setting Storage box in institute's driving wheel direction of motion front, the storage box are provided with several rubber speed limit blocks, and the storage box is opened Mouth down, the opening are vertically oriented to track, and the input terminal of brake is connected with braking motor, by braking motor come to driving wheel It is braked, it is made to become rolling from sliding, realize braking, one end of the crossbeam is additionally provided with rail clamping device, and the gate-type rises Signal acquisition unit is housed on heavy-duty machine model, signal acquisition unit includes gravity sensor, stroke sensor, velocity sensor, Signal acquisition unit is connected by analog-digital converter, isolation circuit with information process unit, and the information process unit is FPGA Chip, information process unit and control output unit, information memory cell, information display unit and information export interface unit phase Even, and information process unit is connected by communication chip with monitoring host computer, the communication chip be wireless communication chips, RS485/RS232 communication chip or ethernet communication chip.
A kind of many-body dynamics analogy method of crane wind resistance non-skid property: it is established based on ADAMS and SolidWorks Crane structure model only establishes crane load-carrying members, wheel, track, brake to Dynamics of Cranes model simplification Watt and wheel shaft, crane share 64 wheels, arrange brake on 32 wheels, have the wheel of brake and brakeless device friendship For arrangement, being connected between wheel shaft-vehicle frame and the above structural member of vehicle frame with fixed joint, wheel shaft is connected with wheel with revolute, Brake block is established according to certain rim brake, and guarantees that brake shoe and wheel have the gap of opening a sluice gate of 1mm, brake block and wheel Dynamic friction coefficient take 0.35, confficient of static friction takes 0.4, with the secondary connection brake block of sliding and vehicle frame, wheel and track, braking Device brake shoe-wheel is theoretical using Hertz, simulates its contact force, rim brake-vehicle using non-linear equivalent spring damper model The frictional force Coulomb modeling of wheel and wheel-rail is connected track and the earth with fixed joint, and simulation the earth is to rail The support force in road applies the driving of driving moment, simulated machine and retarder to crane in the revolute of wheel shaft and wheel Power applies horizontal loading in vertical brake shoe direction, simulates the brake force of rim brake;
Wind load is acted on crane by way of wind pressure, in order to simplify the process that is further applied load, according to power in rigid body On translation principle, thrust of the wind load to crane structure is simplified to crane centroid position, obtains a power and one A torque, emulation crane operation course are as follows: applying driving force on crane centroid position first, crane starts to transport It is dynamic, apply at crane centroid position when speed reaches 1m/min it is equivalent after wind load, while rim brake starts Apply clamping force, clamping force is 1s, the frictional force of brake block and wheel from starting to work specified clamping force action time Crane is set to slow down until stopping, the numerical simulation time is 7s.
Beneficial effects of the present invention:
The meticulous model that the many-body dynamics simulator and method of this crane wind resistance non-skid property are established can be right The braking ability of brake carries out carry out simulation study, it can static, dynamically verify analysis crane wind resistance non-skid property, It analyzes and researches so as to dynamic response of the entirety in wind resistance braking process, such as the variation of wheel load, sliding displacement, vehicle Motion state etc. is taken turns, configuration optimization can also be carried out using type selecting of the model to brake and analyzed;It is fixed based on power translation Reason can simplify boundary condition to the equivalent process of wind load and apply step, improve simulation efficiency;Using this model can to rise The anti-skidding failure mechanism of heavy-duty machine wind resistance is inquired into, and can be according to the emulation data of this dynamic model to the anti-skidding scene of crane wind resistance Test provides guidance and theoretical foundation.By adding monitoring system, overall monitor can be carried out to the operating parameter of crane and is managed Reason, improves detection efficiency, can guarantee the safe operation of crane.Air velocity transducer and velocity sensor on brake can be with Cooperation obtains data, goes out the braking scheme formulated by wind-force size, velocity estimated, and related brake devices is instructed to brake.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is the schematic diagram of the many-body dynamics simulator of crane wind resistance non-skid property of the present invention.
Fig. 2 is the main view of Fig. 1 middle cross beam.
Fig. 3 is the top view of Fig. 1 middle cross beam.
Fig. 4 is the shape that wind load passes through wind pressure in the many-body dynamics analogy method of crane wind resistance non-skid property of the present invention Formula acts on the translation motion figure of the power of crane.
Fig. 5 is the folder that rim brake applies in the many-body dynamics analogy method of crane wind resistance non-skid property of the present invention The timeamplitude map of clamp force.
Fig. 6 be in the many-body dynamics analogy method of crane wind resistance non-skid property of the present invention crane whether there is or not wind loads Brake displacement timeamplitude map under effect.
Fig. 7 is that crane is walked along wind direction in the many-body dynamics analogy method of crane wind resistance non-skid property of the present invention When front wheels and rear wheels wheel load curve graph.
When Fig. 8 is the vehicle wheel rotational speed of crane in the many-body dynamics analogy method of crane wind resistance non-skid property of the present invention Journey curve graph.
Fig. 9 is the schematic diagram of the monitoring system of portal crane model in Fig. 1.
Figure 10 is the schematic diagram of the control system in Fig. 1 on brake.
In figure: portal crane model 1, girder 2, stabilizer blade 3, crossbeam 4, driving wheel 5, driven wheel 6, retarder 7, brake 8, PLC controller 8.1, air velocity transducer 8.2, velocity sensor 8.3, static brake device 8.4, dynamic braking device 8.5, system Dynamic motor 9, rail clamping device 10, signal acquisition unit 11, gravity sensor 11.1, stroke sensor 11.2, velocity sensor 11.3, Camera 11.4, information process unit 12, control output unit 13, information memory cell 14, information display unit 15, information are led Outgoing interface unit 16, communication chip 17, monitoring host computer 18.
Specific embodiment
Below in conjunction with attached drawing, the present invention is described in further detail.
Such as Fig. 1 to Fig. 3, the present invention relates to a kind of many-body dynamics simulator of crane wind resistance non-skid property and sides Method, simulator are analyzed using portal crane model 1 to simulate crane, which includes girder 2, the bottom of the setting of 2 horizontal cross of girder, 2 two sides of girder is solid by more stabilizer blades 3 and horizontal two longitudinally disposed crossbeams 4 Fixed, the bottom of crossbeam 4 is set on horizontal longitudinally disposed track by wheel, and the wheel includes driving wheel 5 and driven wheel 6, driving wheel 5 and the setting of the interval of driven wheel 6, driving wheel 5 are driven by motor control, are moved together with driven wheel 6, the active It is connected with retarder 7 on wheel 5, matched brake 8 is connected on retarder 7, the input terminal of brake 8 is connected with braking motor 9, driving wheel 5 is braked by braking motor 9, it is made to become rolling from sliding, realizes and brakes, the one of the crossbeam 4 End is additionally provided with rail clamping device 10 for clamping guide rail to prevent 1 play of portal crane model.
Such as Fig. 9, signal acquisition unit 11 is housed on the portal crane model 1, signal acquisition unit 11 includes gravity Sensor 11.1, stroke sensor 11.2, velocity sensor 11.3, camera 11.4 etc., signal acquisition unit 11 passes through modulus Converter, isolation circuit are connected with information process unit 12, and the information process unit 12 is fpga chip, information process unit 12 are connected with control output unit 13, information memory cell 14, information display unit 15 and information export interface unit 16, and Information process unit 12 is connected by communication chip 17 with monitoring host computer 18, described logical for monitoring the various parameters of crane News chip 17 is wireless communication chips, RS485/RS232 communication chip or ethernet communication chip etc..
Such as Figure 10, control system is housed on the brake 8, which includes PLC controller 8.1, wind speed sensing Device 8.2, velocity sensor 8.3, static brake device 8.4, dynamic braking device 8.5, air velocity transducer 8.2, velocity sensor 8.3 are connected on the input terminal of PLC controller 8.1, and air velocity transducer 8.2 can accurately know the wind speed and wind of objective condition leeward To wind speed curve just can be used as the comparison standard and amendment standard of wind pressure curve, and velocity sensor 8.3 can measure gate-type and rise The speed of travel of heavy-duty machine model 1, the static brake device 8.4 and dynamic braking device 8.5 are fixed on crane, and quiet State brake apparatus 8.4 and dynamic braking device 8.5 are connected with the output end of PLC controller 8.1, and static brake device 8.4 includes Rim brake and iron Wedge brake, the storage of 5 direction of motion front of driving wheel to be arranged in of the dynamic braking device 8.5 Case, the storage box are provided with several rubber speed limit blocks, and the storage box is opening down, and the opening is vertically oriented to track.
The multi-body Dynamic Analysis method of crane wind resistance non-skid property is based on ADAMS and SolidWorks and establishes crane Structural model only establishes crane load-carrying members, vehicle to Dynamics of Cranes model simplification under the premise of not influencing to calculate Wheel, track, brake block and wheel shaft, and the above structure is all handled it according to rigid body, and which shares 64 A wheel arranges brake on 32 wheels, has brake and the wheel of brakeless device to be alternately arranged, wheel shaft-vehicle frame and vehicle It is connected between the above structural member of frame with fixed joint, wheel shaft is connected with wheel with revolute, does not consider its damping herein.According to Certain rim brake establishes brake block, and guarantees that brake shoe and wheel have a gap of opening a sluice gate of 1mm, brake block and wheel it is dynamic Coefficient of friction takes 0.35, and confficient of static friction takes 0.4, with the secondary connection brake block of sliding and vehicle frame, wheel and track, brake Watt-wheel is theoretical using Hertz, its contact force is simulated using non-linear equivalent spring damper model, rim brake-wheel and The frictional force of wheel-rail Coulomb modeling.
Track and the earth are connected with fixed joint, support force of the simulation the earth to track.In the revolute of wheel shaft and wheel The driving force of upper application driving moment, simulated machine and retarder to crane.Apply horizontal loading, mould in vertical brake shoe direction The brake force of quasi- rim brake.
Wind load is acted on crane by way of wind pressure, in order to simplify the process that is further applied load, according to power in rigid body On translation principle, thrust of the wind load to crane structure is simplified to crane centroid position, obtains a power and one A torque, translation motion are as shown in Figure 4.Assuming that crane suddenly encounters wind load in working condition, rim brake at this time Start to brake, in practical braking process, rim brake needs a braking process, which brings lifting to braking The impact force of machine plays buffer function, is about 1s or so the time required to the braking process is found through experiments that, emulates crane Operation course is as follows: applying driving force, crane setting in motion, when speed reaches 1m/min on crane centroid position first When apply at crane centroid position it is equivalent after wind load, while rim brake start apply clamping force, clamping force from Starting to work to specified clamping force action time is 1s, and time-history curves are as shown in Figure 5.The frictional force of brake block and wheel makes Crane slows down until stopping, and the numerical simulation time is about 7s.
Crane is extracted whether there is or not the Brake displacement time-history curves under wind action, as shown in fig. 6, the braking of wheel side can Preferable braking effect is played, coasting distance difference 1.1m is compared with no wind load.
Extract front wheels and rear wheels wheel load walk along wind direction of crane, as shown in fig. 7, wherein CONTAC_32 with CONTAC_15 is respectively the contact force of front wheels and rear wheels and track, and inquiring self weight known to the data of the crane is 994T, when rising Each wheel load is 15.46T when heavy-duty machine static balance, then total wheel load is 989.44T, and error is smaller, it was demonstrated that theoretical model and practical feelings The consistency of condition demonstrates the correctness of model.
As shown in Figure 7, under wind action, wheel load is not a steady state value during crane brake, but edge Certain value fluctuate up and down, this is because braked wheel becomes sliding from rolling after brake, along with wind load is to crane The phenomenon that fluctuating is presented in the effect of additional bending moment, the power for causing braked wheel and track.Before rim brake braking, front and back It is almost equal to take turns wheel load, in braking process, rear-wheel wheel load is less than front-wheel wheel load, exacerbates the abrasion of front-wheel and track, this is Caused by bringing the additional bending moment of crane as one side wind load, caused by the inertia of another aspect crane itself.When After crane stop motion, crane self inertia power disappears, but under the action of the additional bending moment of wind load, front and back wheel load Still there is certain difference, but gap is little.
Front-wheel wheel load is maximum at the time of the time 1.4665 seconds known to wheel load time-history curves, and is existing as shown in Figure 8 The revolving speed of a moment front-wheel after the point quickly reduces, until being 0, it is seen that during this period of time, with brake clamping force Increase, the frictional force of wheel and track is not enough to provide vehicle wheel rotation, and wheel starts to become sliding from rolling, in wheel movement Biggish extruding is generated to track during conversion, track and wheel is made to be easier to generate abrasion.In braking time below In, since the wheel load fluctuation of front-wheel is bigger, so wheel can have sliding to become rolling at wheel load biggish time point, in wheel load There is rolling to become sliding again when fluctuating low ebb, so its speed curves has the salient point of part, but is taken turns in these salient point periods The rotational angle of son is smaller.And for rear-wheel, the effect of wind load additional bending moment and crane self inertia makes rear-wheel wheel load It is smaller, sliding state all nearly all is within the time after wheel stops operating completely.
It is fine that this analysis method based on ADAMS establishes crane-rim brake dynamics under wind action Model, using the contact force of Hertz theoretical modeling wheel-rail and rim brake wheel, based on Coulomb to braking The brake force of device is emulated, and has been obtained preferable as a result, and being concluded that
(1) the meticulous model established can the braking ability to rim brake carry out carry out simulation study, and to making The operating status of crane is analyzed during dynamic, such as the variation of wheel load, sliding displacement, wheel movement state, can be with Configuration optimization is carried out using type selecting of the model to brake to analyze.Specific parameter can by experimental data to its into Row amendment;
(2) boundary condition can be simplified based on equivalent process of the power shifting theorem to wind load and applies step, improve emulation Efficiency;
(3) rim brake can effectively play braking action under wind action, and wheel load is simultaneously in braking process It does not measure, a horizontal undulate quantity, and the wheel load scene of two-wheeled is larger before and after crane moving direction, easily to vehicle Wheel and track cause to wear.
(4) the anti-skidding failure mechanism of crane wind resistance can be inquired into using this model, and can be according to this dynamic model Emulation data to the anti-skidding field test of crane wind resistance provide guidance and theoretical foundation.
Taking the above-mentioned ideal embodiment according to the present invention as inspiration, through the above description, relevant staff is complete Various changes and amendments can be carried out without departing from the scope of the technological thought of the present invention' entirely.The technology of this invention Property range is not limited to the contents of the specification, it is necessary to which the technical scope thereof is determined according to the scope of the claim.

Claims (2)

1.一种起重机抗风防滑性能的多体动力学模拟装置,其特征在于:该模拟装置采用门式起重机模型(1)来模拟起重机进行分析,该门式起重机模型(1)包括主梁(2),主梁(2)水平横向设置,主梁(2)两侧的底部通过多根支脚(3)与水平纵向设置的两根横梁(4)固定,横梁(4)的底部通过轮子设置于水平纵向设置的轨道上,所述轮子包括主动轮(5)和从动轮(6),主动轮(5)和从动轮(6)间隔设置,主动轮(5)由电机控制驱动,带着从动轮(6)一起运动,所述主动轮(5)上连接有减速器(7),减速器(7)上连有与之配合的制动器(8),所述制动器(8)上装有控制系统,该控制系统包括PLC控制器(8.1)、风速传感器(8.2)、速度传感器(8.3)、静态制动装置(8.4)、动态制动装置(8.5),风速传感器(8.2)、速度传感器(8.3)连在PLC控制器(8.1)的输入端上,所述静态制动装置(8.4)和动态制动装置(8.5)固定在起重机上,并且静态制动装置(8.4)和动态制动装置(8.5)与PLC控制器(8.1)的输出端相连,静态制动装置(8.4)包括轮边制动器和铁楔制动器,所述动态制动装置(8.5)为设置在所主动轮(5)运动方向前部的存储箱,所述存储箱内装有若干个橡胶限速块,所述存储箱开口朝下,所述开口竖直朝向轨道,制动器(8)的输入端连有制动电机(9),通过制动电机(9)来对主动轮(5)进行制动,使其由滑动变为滚动,实现制动,所述横梁(4)的一端还设置有夹轨器(10),所述门式起重机模型(1)上装有信号采集单元(11),信号采集单元(11)包括重力传感器(11.1)、行程传感器(11.2)、速度传感器(11.3),信号采集单元(11)通过模数转换器、隔离电路与信息处理单元(12)相连,所述信息处理单元(12)为FPGA芯片,信息处理单元(12)与控制输出单元(13)、信息存储单元(14)、信息显示单元(15)和信息导出接口单元(16)相连,并且信息处理单元(12)通过通讯芯片(17)与监控主机(18)相连,所述通讯芯片(17)为无线通信芯片、RS485/RS232通信芯片或以太网通信芯片。1. a multi-body dynamics simulation device for the wind resistance and anti-skid performance of a crane, is characterized in that: the simulation device adopts a gantry crane model (1) to simulate a crane for analysis, and the gantry crane model (1) comprises a main girder ( 2), the main beam (2) is arranged horizontally and horizontally, the bottoms of the two sides of the main beam (2) are fixed with two horizontal and longitudinal beams (4) through a plurality of legs (3), and the bottom of the beam (4) is set by wheels On the track arranged horizontally and longitudinally, the wheel includes a driving wheel (5) and a driven wheel (6), the driving wheel (5) and the driven wheel (6) are arranged at intervals, and the driving wheel (5) is controlled and driven by a motor, with The driven wheel (6) moves together, the driving wheel (5) is connected with a reducer (7), the reducer (7) is connected with a brake (8) matched with it, and the brake (8) is equipped with a control system, the control system includes PLC controller (8.1), wind speed sensor (8.2), speed sensor (8.3), static braking device (8.4), dynamic braking device (8.5), wind speed sensor (8.2), speed sensor ( 8.3) Connected to the input end of the PLC controller (8.1), the static braking device (8.4) and the dynamic braking device (8.5) are fixed on the crane, and the static braking device (8.4) and the dynamic braking device (8.5) is connected to the output end of the PLC controller (8.1), the static braking device (8.4) includes a wheel brake and an iron wedge brake, and the dynamic braking device (8.5) is arranged on the driving wheel (5) to move To the storage box at the front, several rubber speed limiters are installed in the storage box, the opening of the storage box is downward, the opening is vertically facing the track, and the input end of the brake (8) is connected to the brake motor (9). ), the driving wheel (5) is braked by the braking motor (9), so that it changes from sliding to rolling to realize braking, and one end of the beam (4) is also provided with a rail clamp (10), The gantry crane model (1) is provided with a signal acquisition unit (11), the signal acquisition unit (11) includes a gravity sensor (11.1), a travel sensor (11.2), and a speed sensor (11.3), and the signal acquisition unit (11) passes through The analog-to-digital converter and the isolation circuit are connected with the information processing unit (12), the information processing unit (12) is an FPGA chip, the information processing unit (12) is connected with the control output unit (13), the information storage unit (14), the information The display unit (15) is connected with the information exporting interface unit (16), and the information processing unit (12) is connected with the monitoring host (18) through a communication chip (17), and the communication chip (17) is a wireless communication chip, RS485/ RS232 communication chip or Ethernet communication chip. 2.一种起重机抗风防滑性能的多体动力学模拟方法,其特征在于:基于ADAMS和2. A multi-body dynamics simulation method for the wind resistance and anti-skid performance of a crane, characterized in that: based on ADAMS and SolidWorks建立起重机结构模型,对起重机动力学模型简化,只建立起重机承重结构、车轮、轨道、制动器闸瓦和轮轴,起重机共有64个车轮,在32个车轮上布置制动器,有制动器和无制动器的车轮交替排列,轮轴-车架和车架以上结构件之间用固定副将其连接,轮轴和车轮用旋转副连接,根据某轮边制动器建立制动器闸瓦,并保证闸瓦和车轮有1mm的开闸间隙,制动闸瓦和车轮的动摩擦系数取0.35,静摩擦系数取0.4,用滑移副连接制动闸瓦和车架,车轮和轨道、制动器闸瓦-车轮采用Hertz理论,采用非线性等效弹簧阻尼模型模拟其接触力,轮边制动器-车轮和车轮-轨道的摩擦力用Coulomb模型模拟,用固定副将轨道和大地连接,模拟大地对轨道的支撑力,在轮轴和车轮的旋转副上施加驱动力矩,模拟电机和减速器对起重机的驱动力,在垂直闸瓦方向施加水平荷载,模拟轮边制动器的制动力;SolidWorks builds the crane structure model, simplifies the crane dynamics model, and only establishes the crane load-bearing structure, wheels, rails, brake shoes and axles. The crane has a total of 64 wheels, and brakes are arranged on 32 wheels, with and without brakes. Alternately arranged, the axle-frame and the structural parts above the frame are connected by a fixed pair, the axle and the wheel are connected by a rotating pair, the brake shoe is established according to a wheel brake, and the brake shoe and the wheel are guaranteed to have a 1mm opening. Clearance, the dynamic friction coefficient of the brake shoe and the wheel is 0.35, the static friction coefficient is 0.4, the brake shoe and the frame are connected by a slip pair, the wheel and the track, the brake shoe-wheel adopt Hertz theory, and the nonlinear equivalent is adopted. The spring damping model simulates its contact force, the friction force between the wheel brake-wheel and the wheel-track is simulated with the Coulomb model, the track and the ground are connected by a fixed pair, the supporting force of the ground on the track is simulated, and the rotating pair of the axle and the wheel is applied Driving torque, simulate the driving force of the motor and reducer to the crane, apply a horizontal load in the direction of the vertical brake shoe, and simulate the braking force of the wheel brake; 风荷载通过风压的形式作用在起重机上,为了简化施加荷载过程,根据力在刚体上的平移原理,将该风荷载对起重机结构的推力简化到起重机质心位置,得到一个力和一个力矩,仿真起重机运行历程如下:首先在起重机质心位置上施加驱动力,起重机开始运动,当速度达到1m/min时在起重机质心位置处施加等效后的风荷载,同时轮边制动器开始施加夹紧力,夹紧力从开始工作到额定夹紧力作用时间为1s,制动器闸瓦与车轮的摩擦力使起重机减速直至停止,数值仿真时间为7s。The wind load acts on the crane in the form of wind pressure. In order to simplify the load application process, according to the translation principle of the force on the rigid body, the thrust of the wind load on the crane structure is simplified to the position of the center of mass of the crane, and a force and a moment are obtained. Simulation The operation process of the crane is as follows: First, the driving force is applied at the position of the center of mass of the crane, and the crane starts to move. When the speed reaches 1m/min, the equivalent wind load is applied at the position of the center of mass of the crane, and the wheel brake begins to apply the clamping force. The time from the start of the clamping force to the rated clamping force is 1s, and the friction between the brake shoe and the wheel makes the crane decelerate until it stops, and the numerical simulation time is 7s.
CN201811519370.0A 2018-12-12 2018-12-12 The many-body dynamics simulator and method of crane wind resistance non-skid property Pending CN109406187A (en)

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