CN204389321U - The wheeled rolling contact fatigue loading test platform of a kind of bridge deck structure - Google Patents
The wheeled rolling contact fatigue loading test platform of a kind of bridge deck structure Download PDFInfo
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- CN204389321U CN204389321U CN201520028094.3U CN201520028094U CN204389321U CN 204389321 U CN204389321 U CN 204389321U CN 201520028094 U CN201520028094 U CN 201520028094U CN 204389321 U CN204389321 U CN 204389321U
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Abstract
The utility model discloses the wheeled rolling contact fatigue loading test platform of a kind of bridge deck structure, comprising: the to-and-fro movement carrying out horizontal direction on bridge deck structure test specimen, to realize the loading unit tested the fatigue loading of bridge deck structure test specimen; Bear the reaction frame of the reacting force that loading unit produces in to-and-fro movement on bridge deck structure test specimen; Drive load unit carries out the reciprocating walking guidance system of horizontal direction on bridge deck structure test specimen; Drive load unit carries out the vertical vertical loading system loaded to bridge deck structure test specimen; Control the temperature control system of the working temperature of bridge deck structure test specimen; And control walking guidance system, vertical loading system and temperature control system.The utility model achieves the unidirectional and biaxial loadings of wheel rolling, add simulated wheel pattern and wheel load and apply pattern, can the working environment of feasible simulation bridge deck structure, improve actual wheel dummy level, improve wheel loading efficiency and precision, applied widely.
Description
Technical field
The utility model relates to a kind of bridge deck structure torture test, energy simulating wheel of can be used in by the wheeled rolling contact fatigue loading test platform of the bridge deck structure of effect, belongs to science of bridge building field.
Background technology
Along with the fast development of national economy, the magnitude of traffic flow and vehicular load increasing, under Heavy Traffic, the fatigue deterioration problem of the bridge deck structure such as Orthotropic Steel Bridge Deck, concrete slab is very outstanding, and the task of improvement bridge deck structure permanance, the bridge structure safe that increases the service life, ensures is day by day urgent.
At present, due to numerical simulation technology there is unrelieved stress field stimulation, the technical barrier such as local stress analysis, non-proportional loading effect are considered, fatigue resistance is determined, Fatigue Life Assessment is difficult to solve, therefore the most effective method of research structure fatigue problem or model torture test, particularly accurately can reflect that practical structures form, edge-restraint condition, making and installation technique, load apply the large-scale prototype torture test of feature.Irrational testing program can cause some specious mistakes, needs careful attention.For the bridge deck structure directly bearing wheel load, what its model torture test needed emphasis to solve is can apply problem by the load of effect by accurate simulation wheel.Existing test findings shows, if do not considered this effect, Orthotropic Steel Bridge Deck part details fatigue strength grade will be over-evaluated, and concrete slab fatigue crack pattern basic change will occur.
For bridge deck structure torture test, following 3 classes can be mainly contained by the fatigue loading equipment of effect by simulating wheel for what adopt at present:
(1) many actuator point of fixity loads in turn, the Orthotropic Steel Bridge Deck test that more typically before and after 2000, Lehigh University of the U.S. is carrying out Williamsburg bridge and Bronx-Whitestone bridge improvement project.This method arranges phase differential between many actuator, replace loading continuously with discrete loading, technology is simple, existing testing equipment can be made full use of, but due to actuator limited amount, therefore load discontinuous, can only pass through by approximate simulation wheel, possibly cannot produce worst loading effect to some structure.
(2) road surface acceleration test apparatus.More for the acceleration test apparatus kind of road surface and deck paving at present, as Australian ALF device, South Africa HVS device, South Africa MLS device etc., these product relative maturity, load mode is desirable, but does not also have this device of actual employing to carry out the report of bridge deck structure torture test.Trace it to its cause, mainly these equipment are to meet the controlled requirement of the low number of times of road surface accelerated test of serviceable life short (general about 5 years), large-length, standard wheel load, environment for development goal, wheel load less (being no more than 150kN), loading frequency very low (less than 10 beats/min) under large wheel load, each test effect number of times is no more than 500,000 times; But for the requirement of the bridge deck structure torture test high reps of long service life (generally more than 70 years), large wheel load, high-frequency, low cost, little wheel load more than adopting, low-frequency road surface acceleration test apparatus will cause test period (each test effect number of times is more than 5,000,000 times) and cost to be difficult to estimate, not feasible.
(3) loading traveling fatigue tester is taken turns.In order to overcome the unworthiness problem of road surface acceleration test apparatus research bridge deck structure fatigue behaviour on wheel load and frequency, it is the wheel loading traveling fatigue tester of cardinal principle that Japan develops in generation nineteen ninety with toggle, wheel load reaches 500kN, loading frequency 30 beats/min, it is investigated current day should equipment recoverable amount less than 10, also there is no approved product.This kind equipment advances bridge deck structure fatigue study greatly, but there are two great deficiencies: one is that the reciprocal twocouese of wheel load applies, different from the general one-way trip of actual wagon flow; Two is that wheel load applies by means of only accumulator, without FEEDBACK CONTROL, responsive to bridge deck structure stiffness variation, loading error large (reaching 5%), and in operational process, wheel load cannot regulate.
In order to promote the rolling contact fatigue loading simulation level of wheel to bridge deck structure, can realize that wheel rolling is unidirectional, biaxial loadings in the urgent need to research, multiple wheel load can be realized and apply pattern, promote actual wheel dummy level, and the novel fatigue loading test platform that loading frequency is high, loading accuracy is high, loading range is wide.
Utility model content
(1) technical matters that will solve
In view of this, fundamental purpose of the present utility model is to provide one can realize that wheel rolling is unidirectional, biaxial loadings, can the working environment of feasible simulation bridge deck structure, multiple wheel load can be realized and apply pattern, promote actual wheel dummy level, and the wheeled rolling contact fatigue loading test platform of the bridge deck structure that loading frequency is high, loading accuracy is high, loading range is wide.
(2) technical scheme
For achieving the above object, the utility model provides the wheeled rolling contact fatigue loading test platform of a kind of bridge deck structure, comprising: the to-and-fro movement carrying out horizontal direction on bridge deck structure test specimen, to realize the loading unit tested the fatigue loading of bridge deck structure test specimen; Bear the reaction frame of the reacting force that loading unit produces in to-and-fro movement on bridge deck structure test specimen; Drive load unit carries out the reciprocating walking guidance system of horizontal direction on bridge deck structure test specimen; Drive load unit carries out the vertical vertical loading system loaded to bridge deck structure test specimen; Control the temperature control system of the working temperature of bridge deck structure test specimen; And control walking guidance system, vertical loading system and temperature control system, thus the central control system of the working temperature of vertical and tangential movement and bridge deck structure test specimen that controlled loading unit carries out on bridge deck structure test specimen.
In such scheme, described reaction frame is made up of column 11, crossbeam 12, connection beam 13, carrier bar 14, vertical lift device 15, horizontal displacement device 16, the fundamental frequency Ω of reaction frame is more than 1.5 times of loading unit maximum load frequencies omega, resonates when avoiding platform to run.
In such scheme, in described reaction frame, column 11 has 4, is fixed on ground 6 bottom column 11; Column 11 is provided with vertical lift device 15, drives connection beam 13 by vertical lift device 15; Connection beam 13 is along column 11 vertical sliding motion, and it is in the optional position self-locking within the scope of the 1.0-2.5m of ground; Connection beam 13 is provided with horizontal displacement device 16, and carrier bar 14 passes through horizontal displacement device 16 along connection beam 13 horizontal slip; Loading unit installed by the horizontally-guided track of carrier bar 14 bottom, and loading unit is optional position self-locking within the scope of transverse direction ± 1m.
In such scheme, described loading unit is made up of bracing frame 21 and loading wheel 22, wherein: bracing frame 21 is arranged on the horizontally-guided track of carrier bar 14 bottom, it carries out the to-and-fro movement of horizontal direction under the driving of the toggle 31 of walking guidance system; Bracing frame 21 bottom is installed and is loaded wheel 22, loads the servo actuator 41 installing vertical loading system between wheel 22 and bracing frame 21, and servo actuator 41 applies vertical pressure P according to the electro-hydraulic servo control instruction of vertical loading system to loading wheel 22; Load wheel 22 and adopt steel wheel or rubber wheel, form single shaft single-wheel, single shaft two-wheel or multiaxis two-wheel group, to simulate actual wheel group pattern; Rubber wheel adopts lorry or engineering truck wheel, and diameter is not less than 1000mm, and single-wheel design bearing capacity is not less than 50kN; Steel wheel diameter 700mm, width 300mm, single-wheel design bearing capacity is not less than 70kN.
In such scheme, described walking guidance system comprises the toggle 31 be arranged on below carrier bar 14, be arranged on ground power supply 33, electric machine control system, and stube cable, wherein: toggle is made up of variable-frequency motor 34, crank 35, connecting rod 36, reducer casing 37 and flying wheel 38; Electric machine control system controls variable-frequency motor 34 and rotates, and variable-frequency motor 34 drives reducer casing 37, and reducer casing 37 output terminal is connected with crank 35, thus driving crank 35 and connecting rod 36, drive the loading unit be connected with connecting rod 36 far-end to carry out the to-and-fro movement of horizontal direction; Toggle 31, by installing flying wheel 38 in reducer casing 37 speed end, effectively can control the velocity perturbation of variable-frequency motor 34; Under the driving of walking guidance system, loading unit reciprocating frequency is in the horizontal direction not less than 35 reciprocating/min, and in bridge deck structure piece lengths direction, long stroke is ± 2.0m, and the stable useful effect stroke loaded is not less than ± 1.8m.
In such scheme, described vertical loading system comprises the servo actuator 41 be arranged on loading unit, accumulator 42, be arranged on ground hydraulic power source, electrohydraulic servo-controlling system, and for the fluid pressure line that connects and cable, wherein: electrohydraulic servo-controlling system controls servo actuator and loads, it, with control and feedback function, can control servo actuator and do closed loop action; The loading wheel 22 of servo actuator to loading unit is unidirectional or biaxial loadings, the vertical pressure P applied is stepless adjustable within the scope of 0 ~ 500kN, the pattern of P can simulate the waveform of actual wheel loading, at least comprises sine wave, square wave, oblique wave, triangular wave and random wave; The frequency of P is up to 3Hz, and the precision of P is ± 2.0%; Servo actuator is provided by accumulator 42 except hydraulic power source provides at the instantaneous high flow rate oil supply required for loading procedure, to reduce flow and the power of hydraulic power source; The hydraulic cylinder of servo actuator adopts without friction-type oil cylinder, can meet the needs that the long-time high frequency of system loads.
In such scheme, described temperature control system comprises the temperature sensor 54 of the temperature supply 51 regulating bridge deck structure test specimen temperature, the isolating door 52 closing bridge deck structure test specimen surrounding, the temperature controller 53 controlling bridge deck structure test specimen temperature, test bridge deck structure test specimen, and for the power supply that connects and cable, wherein: temperature supply 51 is gas for regulating the medium of bridge deck structure test specimen temperature, temperature regulating range :-30 DEG C ~+80 DEG C, temperature degree of regulation is ± 1 DEG C; The bottom of bridge deck structure test specimen 5 is fixed on ground 6 by track 7.
In such scheme, described central control system is made up of central TT&C system, video monitoring system and data acquisition system (DAS), it controls walking guidance system, vertical loading system and temperature control system, thus the working temperature of vertical and tangential movement and bridge deck structure test specimen that controlled loading unit carries out on bridge deck structure test specimen.
(3) beneficial effect
As can be seen from technique scheme, the utility model has following beneficial effect:
1, the wheeled rolling contact fatigue loading test platform of bridge deck structure that provides of the utility model, loads wheel and can be rubber wheel or steel wheel, can form single shaft single-wheel group, single shaft two-wheel group, twin shaft two-wheel group.Wheel group can be unidirectional or biaxial loadings to the lateral pressure that bridge deck structure test specimen applies, the vertical pressure applied is stepless adjustable within the scope of 0 ~ 500kN, loading mode can simulate the waveform (as sine wave, square wave, oblique wave, triangular wave, random wave etc.) that actual wheel loads, and loading frequency is up to 3Hz, precision is ± 2.0%.Therefore, achieve unidirectional, the biaxial loadings of wheel group rolling, achieve multiple wheel load loading mode and assemble pattern, and loading frequency is high, precision is high, wheel load is large.
2, the wheeled rolling contact fatigue loading test platform of bridge deck structure that provides of the utility model, wheel group is not less than 35 reciprocating/min in the reciprocating frequency in bridge deck structure coupon level direction, in piece lengths direction, long stroke is ± 2.0m, and the stable useful effect stroke loaded is not less than ± 1.8m; Wheel group can regulate in bridge deck structure specimen width direction within the scope of ± 1m, can regulate at bridge deck structure test specimen vertical direction within the scope of the 1.0m-2.5m of ground.Therefore, efficient, the stable ability that load of wheel group to bridge deck structure piece lengths, width, height three direction wide regions is achieved.
3, the wheeled rolling contact fatigue loading test platform of bridge deck structure that provides of the utility model, temperature control system can regulate the working temperature of bridge deck structure test specimen when wheel load effect easily, regulate that the medium of temperature is gas, temperature regulating range reach-30 DEG C ~+80 DEG C, temperature degree of regulation be ± 1 DEG C, can simulate more truly bridge deck structure occur tired deteriorated time temperature environment.
4, the wheeled rolling contact fatigue loading test platform of bridge deck structure that provides of the utility model, be not only applicable to bridge deck structure, bridge floor (or road surface) various structures such as paving structure, bridge extension joint can also be applicable to, applied widely, and easy to use and maintenance, good economy performance.
Accompanying drawing explanation
The schematic diagram of the wheeled rolling contact fatigue loading test platform of bridge deck structure that Fig. 1 provides for the utility model, wherein, Fig. 1 (a) and Fig. 1 (b) is the side view of wheeled rolling contact fatigue loading test platform, and Fig. 1 (c) is the stereographic map of wheeled rolling contact fatigue loading test platform;
The schematic diagram of reaction frame in the wheeled rolling contact fatigue loading test platform of bridge deck structure that Fig. 2 provides for the utility model, wherein, Fig. 2 (a) is the side view of reaction frame, and Fig. 2 (b) is the stereographic map of reaction frame;
The schematic diagram of loading unit in the wheeled rolling contact fatigue loading test platform of bridge deck structure that Fig. 3 provides for the utility model, wherein, Fig. 3 (a) is the side view of loading unit, and Fig. 3 (b) is the stereographic map of loading unit;
The schematic diagram of toggle in the wheeled rolling contact fatigue loading test platform of bridge deck structure that Fig. 4 provides for the utility model, wherein, Fig. 4 (a) is the side view of toggle, and Fig. 4 (b) is the stereographic map of toggle;
The schematic diagram of bridge floor structural test piece temperature control system in the wheeled rolling contact fatigue loading test platform of bridge deck structure that Fig. 5 provides for the utility model.
Reference numeral: bridge deck structure test specimen 5; Ground 6; Track 7; Column 11; Crossbeam 12; Connection beam 13; Carrier bar 14; Vertical lift device 15; Horizontal displacement device 16; Bracing frame 21; Load wheel 22; Toggle 31; Power supply 33; Variable-frequency motor 34; Crank 35; Connecting rod 36; Reducer casing 37; Flying wheel 38; Servo actuator 41; Accumulator 42; Temperature supply 51; Isolating door 52; Temperature controller 53, temperature sensor 54.
Embodiment
For making the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with specific embodiment, and with reference to accompanying drawing, the utility model is further described.
As shown in Fig. 1 (a) to Fig. 1 (c), the utility model provides the wheeled rolling contact fatigue loading test platform of a kind of bridge deck structure, comprise loading unit, reaction frame, walking guidance system, vertical loading system, temperature control system and central control system, wherein: loading unit, on bridge deck structure test specimen, the to-and-fro movement of horizontal direction is carried out, to realize testing the fatigue loading of bridge deck structure test specimen under the control at walking guidance system and vertical loading system; Reaction frame, for bearing the reacting force that loading unit produces in to-and-fro movement on bridge deck structure test specimen; Walking guidance system, carries out the to-and-fro movement of horizontal direction on bridge deck structure test specimen for drive load unit; Vertical loading system, vertically loads bridge deck structure test specimen for drive load unit; Temperature control system, for controlling the working temperature of bridge deck structure test specimen; Central control system, for controlling walking guidance system, vertical loading system and temperature control system, thus the working temperature of vertical and tangential movement and bridge deck structure test specimen that controlled loading unit carries out on bridge deck structure test specimen.
As shown in Fig. 2 (a) and Fig. 2 (b), reaction frame, for bearing during loading unit runs the counter-force produced, is made up of column 11, crossbeam 12, connection beam 13, carrier bar 14, vertical lift device 15, horizontal displacement device 16.The fundamental frequency Ω of reaction frame is more than 1.5 times of loading unit maximum load frequencies omega, resonates when avoiding platform to run.
In the reaction frame shown in Fig. 2 (a) and Fig. 2 (b), column 11 can have 4, is fixed on ground 6 bottom column 11.Column 11 is provided with vertical lift device 15, drives connection beam 13 by vertical lift device 15; Connection beam 13 can along column 11 vertical sliding motion, and it can in the optional position self-locking within the scope of the 1.0-2.5m of ground.Connection beam 13 is provided with horizontal displacement device 16, and carrier bar 14 passes through horizontal displacement device 16 along connection beam 13 horizontal slip; Loading unit installed by the horizontally-guided track of carrier bar 14 bottom, and loading unit can optional position self-locking within the scope of transverse direction ± 1m.
As shown in Fig. 3 (a) and Fig. 3 (b), loading unit is made up of bracing frame 21 and loading wheel 22.Bracing frame 21 is arranged on the horizontally-guided track of carrier bar 14 bottom, and it carries out the to-and-fro movement of horizontal direction under the driving of the toggle 31 of walking guidance system.Bracing frame 21 bottom is installed and is loaded wheel 22, loads the servo actuator 41 installing vertical loading system between wheel 22 and bracing frame 21, and servo actuator 41 can apply vertical pressure P according to the electro-hydraulic servo control instruction of vertical loading system to loading wheel 22.The action of loading unit is controlled by walk guidance system and vertical loading system, and the counter-force of generation is born by reaction frame.
In the loading unit shown in Fig. 3 (a) and Fig. 3 (b), load wheel 22 and can adopt steel wheel or rubber wheel, form single shaft single-wheel, single shaft two-wheel or multiaxis two-wheel group, to simulate actual wheel group pattern.Rubber wheel adopts lorry or engineering truck wheel, and diameter is not less than 1000mm, and single-wheel design bearing capacity is not less than 50kN; Steel wheel diameter 700mm, width 300mm, single-wheel design bearing capacity is not less than 70kN.
Walking guidance system is used for the to-and-fro movement that drive load unit makes horizontal direction, comprises the toggle 31 be arranged on below carrier bar 14, is arranged on ground power supply 33, electric machine control system, and installs cable between the components.As shown in Fig. 4 (a) and Fig. 4 (b), toggle is made up of variable-frequency motor 34, crank 35, connecting rod 36, reducer casing 37 and flying wheel 38.Electric machine control system controls variable-frequency motor 34 and rotates, and variable-frequency motor 34 drives reducer casing 37, and reducer casing 37 output terminal is connected with crank 35, thus driving crank 35 and connecting rod 36, drive the loading unit be connected with connecting rod 36 far-end to carry out the to-and-fro movement of horizontal direction.Loading unit reciprocating frequency is in the horizontal direction not less than 35 reciprocating/min, is ± 2.0m at bridge deck structure test specimen 5 length direction long stroke, and the stable useful effect stroke loaded is not less than ± 1.8m.
In walking guidance system, toggle 31, by installing flying wheel 38 in reducer casing 37 speed end, effectively can control the velocity perturbation of variable-frequency motor 34.
Vertical loading system is used for drive load unit and vertically loads bridge deck structure test specimen 5, comprise the servo actuator 41 be arranged on loading unit, accumulator 42, as shown in Fig. 3 (a) and Fig. 3 (b), be arranged on ground hydraulic power source, electrohydraulic servo-controlling system, and fluid pressure line between the components and cable are installed.Electrohydraulic servo-controlling system controls servo actuator and loads, and it, with control and feedback function, can control servo actuator and do closed loop action.The loading wheel 22 of servo actuator to loading unit can be unidirectional or biaxial loadings, the vertical pressure P applied is stepless adjustable within the scope of 0 ~ 500kN, the pattern of P can simulate the waveform of actual wheel loading, such as sine wave, square wave, oblique wave, triangular wave and random wave etc.; The frequency of P is up to 3Hz, and the precision of P is ± 2.0%.
In vertical loading system, servo actuator is provided by accumulator 42 except hydraulic power source provides at the instantaneous high flow rate oil supply required for loading procedure, to reduce flow and the power of hydraulic power source.The hydraulic cylinder of servo actuator adopts without friction-type oil cylinder, can meet the needs that the long-time high frequency of system loads.
As shown in Figure 5, temperature control system comprises the temperature sensor 54 of the temperature supply 51 regulating bridge deck structure test specimen temperature, the isolating door 52 closing bridge deck structure test specimen surrounding, the temperature controller 53 controlling bridge deck structure test specimen temperature, test bridge deck structure test specimen, and for the power supply that connects and cable, wherein: temperature supply 51 is gas for regulating the medium of bridge deck structure test specimen temperature, temperature regulating range is-30 DEG C ~+80 DEG C, and temperature degree of regulation is ± 1 DEG C; The bottom of bridge deck structure test specimen 5 is fixed on ground 6 by track 7.
Central control system is made up of central TT&C system, video monitoring system and data acquisition system (DAS), it controls walking guidance system, vertical loading system and temperature control system, thus the working temperature of vertical and tangential movement and bridge deck structure test specimen that controlled loading unit carries out on bridge deck structure test specimen.
The wheeled rolling contact fatigue loading test platform of the bridge deck structure that the utility model provides, unidirectional, the biaxial loadings of wheel group rolling can be realized, can the working environment of feasible simulation bridge deck structure, and multiple wheel load loading mode and assemble pattern, loading frequency is high, wide ranges, precision are high, wheel load is large, be not only applicable to bridge deck structure, also be applicable to bridge floor (or road surface) various structures such as paving structure, bridge extension joint, applied widely, and easy to use and maintenance, good economy performance.
Above-described specific embodiment; the purpose of this utility model, technical scheme and beneficial effect are further described; be understood that; the foregoing is only specific embodiment of the utility model; be not limited to the utility model; all within spirit of the present utility model and principle, any amendment made, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (8)
1. the wheeled rolling contact fatigue loading test platform of bridge deck structure, is characterized in that, comprising:
Bridge deck structure test specimen carries out the to-and-fro movement of horizontal direction, to realize the loading unit tested the fatigue loading of bridge deck structure test specimen;
Bear the reaction frame of the reacting force that loading unit produces in to-and-fro movement on bridge deck structure test specimen;
Drive load unit carries out the reciprocating walking guidance system of horizontal direction on bridge deck structure test specimen;
Drive load unit carries out the vertical vertical loading system loaded to bridge deck structure test specimen;
Control the temperature control system of the working temperature of bridge deck structure test specimen; And
Control walking guidance system, vertical loading system and temperature control system, thus the central control system of the working temperature of vertical and tangential movement and bridge deck structure test specimen that controlled loading unit carries out on bridge deck structure test specimen.
2. the wheeled rolling contact fatigue loading test platform of bridge deck structure according to claim 1, it is characterized in that, described reaction frame is made up of column (11), crossbeam (12), connection beam (13), carrier bar (14), vertical lift device (15), horizontal displacement device (16), the fundamental frequency Ω of reaction frame is more than 1.5 times of loading unit maximum load frequencies omega, resonates when avoiding platform to run.
3. the wheeled rolling contact fatigue loading test platform of bridge deck structure according to claim 2, is characterized in that, in described reaction frame, column (11) has 4, and column (11) bottom is fixed on ground (6); Column (11) is provided with vertical lift device (15), drives connection beam (13) by vertical lift device (15); Connection beam (13) is along column (11) vertical sliding motion, and it is in the optional position self-locking within the scope of the 1.0-2.5m of ground; Connection beam (13) is provided with horizontal displacement device (16), carrier bar (14) by horizontal displacement device (16) along connection beam (13) horizontal slip; Loading unit installed by the horizontally-guided track of carrier bar (14) bottom, and loading unit is optional position self-locking within the scope of transverse direction ± 1m.
4. the wheeled rolling contact fatigue loading test platform of bridge deck structure according to claim 1, is characterized in that, described loading unit is made up of bracing frame (21) and loading wheel (22), wherein:
Bracing frame (21) is arranged on the horizontally-guided track of carrier bar (14) bottom, and it carries out the to-and-fro movement of horizontal direction under the driving of the toggle (31) of walking guidance system;
Bracing frame (21) bottom is installed and is loaded wheel (22), load the servo actuator (41) installing vertical loading system between wheel (22) and bracing frame (21), servo actuator (41) applies vertical pressure P according to the electro-hydraulic servo control instruction of vertical loading system to loading wheel (22);
Load wheel (22) and adopt steel wheel or rubber wheel, form single shaft single-wheel, single shaft two-wheel or multiaxis two-wheel group, to simulate actual wheel group pattern; Rubber wheel adopts lorry or engineering truck wheel, and diameter is not less than 1000mm, and single-wheel design bearing capacity is not less than 50kN; Steel wheel diameter 700mm, width 300mm, single-wheel design bearing capacity is not less than 70kN.
5. the wheeled rolling contact fatigue loading test platform of bridge deck structure according to claim 1, it is characterized in that, described walking guidance system comprises the toggle (31) be arranged on below carrier bar (14), be arranged on ground power supply (33), electric machine control system, and stube cable, wherein:
Toggle is made up of variable-frequency motor (34), crank (35), connecting rod (36), reducer casing (37) and flying wheel (38); Electric machine control system controls variable-frequency motor (34) and rotates, variable-frequency motor (34) drives reducer casing (37), reducer casing (37) output terminal is connected with crank (35), thus driving crank (35) and connecting rod (36), drive the loading unit be connected with connecting rod (36) far-end to carry out the to-and-fro movement of horizontal direction;
Toggle (31), by installing flying wheel (38) in reducer casing (37) speed end, effectively can control the velocity perturbation of variable-frequency motor (34);
Under the driving of walking guidance system, loading unit reciprocating frequency is in the horizontal direction not less than 35 reciprocating/min, and in bridge deck structure piece lengths direction, long stroke is ± 2.0m, and the stable useful effect stroke loaded is not less than ± 1.8m.
6. the wheeled rolling contact fatigue loading test platform of bridge deck structure according to claim 1, it is characterized in that, described vertical loading system comprises the servo actuator (41) be arranged on loading unit, accumulator (42), be arranged on ground hydraulic power source, electrohydraulic servo-controlling system, and for the fluid pressure line that connects and cable, wherein:
Electrohydraulic servo-controlling system controls servo actuator and loads, and it, with control and feedback function, can control servo actuator and do closed loop action; Servo actuator takes turns (22) for unidirectional or biaxial loadings to the loading of loading unit, the vertical pressure P applied is stepless adjustable within the scope of 0 ~ 500kN, the pattern of P can simulate the waveform of actual wheel loading, at least comprises sine wave, square wave, oblique wave, triangular wave and random wave; The frequency of P is up to 3Hz, and the precision of P is ± 2.0%;
Servo actuator is provided by accumulator (42) except hydraulic power source provides at the instantaneous high flow rate oil supply required for loading procedure, to reduce flow and the power of hydraulic power source; The hydraulic cylinder of servo actuator adopts without friction-type oil cylinder, can meet the needs that the long-time high frequency of system loads.
7. the wheeled rolling contact fatigue loading test platform of bridge deck structure according to claim 1, it is characterized in that, described temperature control system comprises the temperature sensor (54) of the temperature supply (51) regulating bridge deck structure test specimen temperature, the isolating door (52) closing bridge deck structure test specimen surrounding, the temperature controller (53) controlling bridge deck structure test specimen temperature, test bridge deck structure test specimen, and for the power supply that connects and cable, wherein:
Temperature supply (51) regulates the medium of bridge deck structure test specimen temperature to be gas, temperature regulating range :-30 DEG C ~+80 DEG C, and temperature degree of regulation is ± 1 DEG C;
The bottom of bridge deck structure test specimen (5) is fixed on ground (6) by track (7).
8. the wheeled rolling contact fatigue loading test platform of bridge deck structure according to claim 1, it is characterized in that, described central control system is made up of central TT&C system, video monitoring system and data acquisition system (DAS), it controls walking guidance system, vertical loading system, temperature control system, thus the working temperature of vertical and tangential movement and bridge deck structure test specimen that controlled loading unit carries out on bridge deck structure test specimen.
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