搖臂鉆床液壓控制系統(tǒng)的設(shè)計,搖臂鉆床液壓控制系統(tǒng)的設(shè)計,搖臂,鉆床,液壓,控制系統(tǒng),設(shè)計 The 6th International Conference on Mining Science cartridge vavle; mine cable bolt; fire damp explosion; AMESim 1. Introduction Small diameter pre-stressed cable bolt is usually selected to strengthen the bolt support system with bolt used in tunnel support widely. In the cable bolt system, with the pulling force increasing continuously, the cable shall be pulled off or pulled out from the anchorage if the pulling force goes beyond its strengthening limit. This is the common situation in coal mining tunnel support. It may become serious when heavy impact loads act on cable bolt. In the impact process, violent friction will take place between steel strand and anchorage. This also will produce high-temperature or friction sparks which probably result in mash gas burning or fire damp explosion in the coal mining. The failure mode of cable bolt and anchorage in the situation of large rock burst is often different from the situation under static loads (In actual circumstances, the height of separated layers is usually initialized as 0.5m, the * Corresponding author. Tel.: +86-516-83590137; fax: +86-516-83590137. E-mail address: 187 - /09/$ See front matter 2009 Published by Elsevier B.V. doi:10.1016/j.pro .2009.09.206 8 5220 eps Procedia Earth and Planetary Science Procedia Earth and Planetary Science 1 (2009) 13371342 anchorage is rapidly falling with roof and can reach the speed of 3.0m/s). Existing cable bolt loading systems are all static loading methods, which cannot simulate the actual working conditions of cable bolt under heavy impact loading 12. According to the actually working conditions, a hydraulic impact loading system for mine cable bolt is presented in this paper for the first time. This impact loading system can simulate the working conditions of mine cable bolt. Based on the system, experiments have been conducted to research the failure mechanism of cable bolt and the possibility of gas explosion caused by sparks or high temperature resulted from the cable bolt being pulled off. Simulation software AMESim was chose to simulate the systems performance in the paper. 2. Design of hydraulic impact loading system The hydraulic impact loading system for mine cable bolt used two hydraulic cylinders and locking units to fix and pre-tightening the both ends of cable bolt, and then the two hydraulic cylinders quickly stretched out at the same time, impacted heavy loading on the cable bolt. The system can simulate the cable bolt working conditions in sudden heavy roof fall. Figure 1 shows the designed impact loading system. This experimental system is composed of two hydraulic cylinders 2 and 8, two cable tightening units 3 and 7, a middle fixed plank 5, a cable sleeve 4 and two explosion-proof buffering boxes 1 and 9 at both ends as shown in Fig.1. Two double rod hydraulic cylinders are fixed between cable tightening units and explosion-proof buffering boxes, and these hydraulic cylinders are fixed by flanges. The cable sleeve is welded between the left and right cable tightening units and is fixed by the middle fixed device in order to improve the rigidity. The whole system is anchored in the concrete foundation. The piston-rods of the two hydraulic cylinders are hollow. 1, 9 Explosion buffering box; 2, 8 Hydraulic cylinder; 3, 7 Left and right cable tightening units; 4 Cable sleeve; 5 Middle fixed plank; 6 Concrete foundation Fig.1. The impact loading test system for cable bolt The cable bolt penetrates into the center hole of one cylinder rod, and then goes through the center sleeve and get out from the center hole of the other cylinder rod. In the explosion-proof buffering box, the cable bolt is fixed between two hydraulic cylinders by cable locking units. There are two sets of springs in both left and right explosion-proof buffering boxes to damp the hydraulic cylinder impacting movement. The explosion-proof buffering boxes can fill with mash gas in order to simulate the working conditions of mine cable bolt being pulled off. The maximum impact velocity of the loading system can reach 3.0m/s and the impact force can reach 230kN. Such large impact velocity and force are very difficult to reach by only one hydraulic pump. Besides, high impact activity will damage the hydraulic pump easily. A small displacement hydraulic pump is used to drive hydraulic cylinders to apply static pre-tightening on cable bolt, and a dynamic impact mode is applied to hydraulic cylinders by a set of large capacity accumulators 3. According to the test requirements, a hydraulic system shown in Fig.2 is designed. The hydraulic system is composed of hydraulic power unit, accumulator unit, cartridge valve block, directional control valves block and two hydraulic cylinders. An accumulators unit is composed of four accumulators, and the number of used accumulators is decided by the requirement of impact speed. Mostly, three of them are used and one is stand by. This system can realize the following four stages: resetting hydraulic cylinders, fixing and pre-tightening cable bolt, accumulators charging, and impact loading. 1338 2009) . et al. / Procedia Earth and Planetary Science 1 (Z Ji-yun 1337 1342 1 Oil tank; 2 Hydraulic pump; 3 Adjustable overflow valve; 4 Reversing valve; 5, 8, 9, 22, 23, 26 Ball valve; 6, 10 Manometer; 7 Check valve; 11, 12, 13, 14 Accumulator; 15, 16, 17 Cartridge valve; 18, 19, 20 Electromagnetic directional valve; 21 Emergency valve; 24, 25 Hydraulic cylinder; 27, 28 Hydraulic locks; 29, 30 Three-position four-way electromagnetic directional valve Fig. 2. Hydraulic system diagram 3. System simulation 3.1. Building of simulation model According to the aforementioned hydraulic system principle and test requirements, a simulate model is established based on AMEsim simulation software 4, and the model is shown in Fig.3. In this simulate model, cartridge valve block 12 is composed of main cartridge valves and pilot valve block super components, and cartridge valve block 12 set signal 13 to control the open and close of cartridge valve. The load characteristic of cable bolt impact process is complicated with the possibility of stretching, pulling off or pulling out. So the simulation system took the cable bolt as an elastic element with damping 14 as shown in Fig.3. In test, three hydro-pneumatic accumulators were use. The capacity of the accumulator is 40L, and their charging pressure was 12MPa, maximum working pressure of accumulator is 19MPa. The simulation parameters of designed hydraulic cylinders, cartridge valves, hydraulic pump and other components were set according to their respective characteristics. Total simulation time was 210s, the control signal 13 issued the impact instruction at the time of 200s, then the cartridge valve opened rapidly and the pressurized oil in accumulators entered into the right chambers of hydraulic cylinders through the cartridge valve block and realized impacting. It should mention that the accumulators charging and cable bolt pre-tightening has been completed before the impacting process. 3.2. Results of system simulation In this hydraulic impact loading system, the key is that the change of velocity and pressure of hydraulic cylinders should be in accordance with the test requirements. Fig.4 shows a cylinder rod velocity and stroke simulation curves. Curve 1 is the cylinder rod velocity simulation curve. Some information can be got from the figures. At the start moment of impact, the cylinder rods impact was deferred about 0.1s owing to the inertia effect of cartridge valve block. The accelerating time was 0.03s. At the end 13392009) . et al. / Procedia Earth and Planetary Science 1 (Z Ji-yun 1337 1342 of speeding up, the spool of main cartridge valve fully opened and the cylinder rods achieved the maximum velocity 5m/s, then along with the movement of cylinder rod, the pressure of the accumulators gradually reduced. At the same time, both the flow to the hydraulic cylinders and the speed of the hydraulic cylinders reduced gradually. After the impact signal had been issued for 0.28s, the speed of the hydraulic cylinders reduced to zero and stopped after simple oscillation. Curve 2 is the cylinder rod stroke simulation curve. It showed that the cylinder rods began to move after the impact signal issued for 0.1s. And the cylinder rod impact stroke moved 0.41m out after the impact signal issued for about 0.25s. These characteristics completely matched the requirements of designed velocity and cylinder stroke. 1 Motor; 2 Hydraulic pump; 3 Pressure regulating valve; 4 Set signal of pressure; 5, 9 Directional control valve; 6, 8 Set signal of directional control valve; 7Check valve; 10 Hydraulic control check valve block; 11 Accumulator block; 12 Cartridge valve block; 13 Set signal of cartridge valve block; 14 Set load module; 15 Impact hydraulic cylinders; 16 Flow sensor; 17 Characteristics components of hydraulic oil Fig. 3. Model of system simulation Fig.5 presents the entrance pressure changing curve of hydraulic cylinders and the cylinder rod impact force changing curve. Curve 1 shows that the hydraulic cylinder entrance pressure begin to rise from the base of pre- tighten pressure 0.1s after the impact signal had been issued because of the inertia effect of cartridge valve block. With the signal having been issued for 0.13s, the pressure got to its peak value. From this moment, the value of 1-Cylinder rod velocity curve; 2-Cylinder rod stroke curve Fig. 4. Velocity and stroke simulation curves of cylinder 1-Entrance pressure changing curve of hydraulic cylinder right chamber; 2-Impact force changing curve of cylinder rod Fig. 5. Hydraulic cylinder right chamber pressure changing curve and cylinder rod impact force changing curve 1340 2009) . et al. / Procedia Earth and Planetary Science 1 (Z Ji-yun 1337 1342 pressure reduced gradually and reached a stable level that was 17.5MPa. Curve 2 is the impact force changing curve of cylinder rods. It is similar to curve, but the rising of impact force is gentle. The reason for this different is that the velocity of cylinder rod was too high at the beginning of cable bolt been impacted and the oil in hydraulic cylinders left chamber could not be discharged in time. Before the impact had been started, there was about 110kN pre-tighten force load acted on the hydraulic cylinders. Along with the movement of cylinder rods, the impact force gradually rose and achieved 240kN at the end. So the impact force was large enough and able to meet the requirements of cable bolt dynamic impact loading activity fully. Simulation results show that the hydraulic impact loading system for cable bolt, which is composed of accumulators, cartridge valves and hydraulic cylinders, could achieve high-speed and heavy impact loading, and the dynamic performances of the system can meet the designed requirements. 4. Experiments and analysis According to the principle of cable bolt hydraulic impact loading system, an experimental system was established, and some experiments have been conducted based on it. Because of the impact velocity of cylinder is very high, and the impact time is too short, normal sensor can not be applied to measure this velocity. MEMRECAM Ci3 high-speed motion analysis system was used in the experiment, which was produced by Japan NAC Company. MEMRECAM Ci3 includes high-speed digital storage crystal photography and NEW MOVIAS two-dimensional space-specific analysis software. It can shoot the objects of high- speed and do image analysis to research the motion law, motion track and instantaneous speed etc. Fig.6 is the velocity curve of cable being pulled off. From the curve we can find that the whole impact process can be divided into the following four steps: in t1 period, the hydraulic cylinders started. The accumulators accumulated high pressure oil and the oil was released at the impacting moment. So the hydraulic cylinders sped up. In t2 period, the cable bolt moved with constantly velocity. Owing to the pre-tension of cable bolt and the clamping friction, when the speed of hydraulic cylinders reached to 3m/s, it kept on this state for 10ms. In this process no sparks appeared and could not detonate mash gas filled in the explosion- proof buffering box. In t3 period, the cable bolt was pulled off (pulled out). The cable reached the limit load. At this time, there was intensely friction between the cable bolt and anchorage, and also sparks were spread out strongly. When the scrap irons splashed out, they were rapidly oxidized in high-temperature air, and the temperature increased higher. In the period t4, cylinder rods moved forward freely and slowed down. The cylinder rods stopped after 50ms. Experimental results show that the designed system is able to meet the impact force and speed requirements fully when the cable bolt is in the condition of impact loading. 5. Conclusions This paper introduces the principle, structure, and working process of a new hydraulic impact loading system for mine cable bolt for the first time. With AMESim software, we established a simulation model of the impact loading system and performed a performance simulation. In addition, we also established an experimental system and conducted some research experiments. Following conclusions can be drawn: 1) The hydraulic impact loading system for mine cable bolt, which is composed of accumulators, cartridge valves and hydraulic cylinders, canrealize high-speed and high impact load. The simulation results show that the experimental system could fulfill the requirements of high-speed and heavy impact load and its dynamic performances can meet the requirements of cable bolt system impact loading test. 2) Experimental results show that the experimental conditions of the cable bolt being pulled out and produced sparks are similar to that of locale in mining. The experiments of failure mechanism of cable bolt and the possibility of gas explosion caused by sparks or high temperature resulted from the cable bolt being pulled off can be Fig. 6. Velocity curve of the cable bolt being pulled off 13412009) . et al. / Procedia Earth and Planetary Science 1 (Z Ji-yun 1337 1342 conducted based on the impact loading system. References 1 H. Han, J. Guo and A. Huang, Research on the test method of mine cable bolt. Coal Science and Technology. 32 (2004) 58-60. 2 B. He, Analysis of breaking mechanism of composite cable tunnel roof. Coal Engineering. 4 (2007) 62-4. 3 T. Lei, New Handbook of Hydraulic Engineering. Beijing:Beijing Institute of Technology Press, 1998. 4 Y. Fu, X. Qi, System Modeling and Simulation by AMESim. Beijing:Beijing University of Aeronautics and Astronautics Press, 2006. 1342 2009) . et al. / Procedia Earth and Planetary Science 1 (Z Ji-yun 1337 1342