This standard specifies the test site, test method and test results of crawler bulldozer loosening operation. JB/T 7151-1993 Crawler bulldozer loosening operation test method JB/T7151-1993 Standard download decompression password: www.bzxz.net
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Mechanical Industry Standard of the People's Republic of China JB/T7151-93 Crawler bulldozer Test method for loosening operation Issued on November 21, 1993 Ministry of Machinery Industry of the People's Republic of China Implementation on March 1, 1994 Mechanical Industry Standard of the People's Republic of China Crawler bulldozer Test method for loosening operation Subject content and scope of application This standard specifies the test site, test method and test results of loosening operation of crawler bulldozer. This standard is applicable to the loosening operation performance test of crawler bulldozer equipped with a ripper. 2 Terminology 2.1 Elastic wave JB/T7151-93 The wave generated when the soil is impacted. There are two types of waves: longitudinal waves and transverse waves. The former is faster than the latter. Elastic waves are also called seismic waves. 2.2 Joints A fracture structure in which the continuity of rock layers is destroyed and cracks are formed. Test site 3.1 Elastic wave velocity The relationship between elastic wave velocity and bulldozer power level is shown in Table 1. Table 1 >235~310 >160~235 >120~160 >75~120 3.2 Site slope The site should be flat, with a longitudinal slope of no more than 0.5% and a transverse slope of no more than 1%. 3.3 Site size Soil loosening distance Soil loosening width Soil pile distance 10m. The site area should comply with the provisions of Figure 1. Approved by the Ministry of Machinery Industry on November 21, 1993 Implemented on March 1, 1994 4 Instruments and equipment JB/T715193 Vibration meter, steel ruler, tape measure, timer, fuel consumption meter, benchmark, tachometer, dry and wet thermometer, etc. 5 Test method The test items include the site elastic wave velocity, loosening operation and soil dumping operation measurement. The test should be carried out 3 times (of which the loosening preparatory test is only carried out once). 5.1 Elastic wave velocity measurement at the test site The length of the measuring line is 6m: The measuring line should be located on a flat ground; the measurement should be carried out at intervals of 1m: The measuring lines in two mutually perpendicular directions (along the rock joint direction and perpendicular to the joint direction) should be measured: the travel time curve should be drawn to calculate the elastic wave velocity (as shown in Figure 2); the average value, maximum value and minimum value of the elastic wave velocity should be calculated. Time (ma) Travel (m) 5.2 Soil loosening operation test 5.2.1 Soil loosening preparatory test Preparatory tests should be carried out to determine the chiseling spacing, loosening method, and number of loosening teeth of the ripper, and the fixing holes for adjusting the length of the loosening tooth rod should be selected. 5.2.1.1 The chiseling spacing of the ripper should be twice the raised ground part (z value) of the chiseling influence area (as shown in Figure 3). 5.2.1.2 If the loosening operation in one direction cannot fully crack the rock, the loosening operation in the cross direction should be carried out. 5.2.1.3 The number of loosening teeth is 1 or 3. The fixing hole for adjusting the length of the loosening tooth rod is selected, and the tooth tip should be replaced with a key block. 2 Ground elevation Affected area 5.2.2Operation speed JB/T7151-93 Sales range of loosening machine (2z) Use the speed of 1 forward gear and 2 reverse gears; if necessary, the speed of 1 forward gear and 1 reverse gear can also be used. 5.2.3 Operation cycle number The loosening operation is carried out in accordance with the processes 1, 2, 3.. shown in Figure 4. The number of operation cycles is not specified. If the machine cannot go straight and there is an unbroken part due to natural turning during the loosening operation, an additional operation process should be added, as shown by the dotted line (3') in Figure 4 Note that the start and end of each process are based on the start and stop of the crawler. Figure 4 5.2.4 Loosening operation When the bulldozer starts to loosen and cut the soil, the loosening teeth touch the ground at 0.5m away from the cutting point (as shown in Figure 5), and cut in remotely until the required depth is reached. When the bulldozer reaches the end of cutting, the loosening device should be lifted remotely, and the color surface mark should be check that the soil is 20m away while continuing the loosening operation of about 1m. 5.2.5 Measurement items Number of loosening operation cycles: JB/T 715193 b. Total time of loosening operation and time of each operation cycle (forward, backward, shifting): c. Fuel consumption, Note: The total time of loosening operation is the time from the start of loosening to the end of loosening. For bulldozers equipped with torque converters, the measurement of shifting time can be omitted. 5.3 Soil discharge operation test 5.3.1 Soil discharge operation When the two blade corners of the bulldozer reach the starting point of the loosening operation, the bulldozer performs soil discharge operation in the loosening operation section in the manner of trenching and bulldozing, and piles up the loose soil in the 10m long bulldozing section in sequence (as shown in Figure 6). According to the amount of earthwork to be cracked, the required process (such as sequence number 1 to 7) of soil discharge operation is carried out in sequence with a width of 1 to 3m. 10m Huai Tu section 5.3.2. Measurement items Number of earth-discharging operation cycles: Loosening section b. Total earth-discharging operation time and the time of each operation cycle (forward, backward, gear shift): 0.5n c. Fuel consumption. Note: The total earth-discharging operation time is the time from the start of earth-discharging to the end of earth-discharging. For bulldozers equipped with a torque converter, the measurement of gear shift time can be omitted. 5.4 Earthwork volume measurement Before the loosening operation test, the test site is leveled and the ground elevation is measured (measured at intervals of 2m). After the loosening operation test, the earth-discharging operation test is carried out and the ground elevation of each measuring point is re-measured. The depth of each measuring point is measured to obtain the average depth, and then the average depth is multiplied by the loosening area (20m×20m) to calculate the volume, see formula (1). V-HX(20X20) Wherein, V—total earthwork volume, mwwW.bzxz.Net H—average depth, m. 6 Test results 6.1 Calculation 6.1.1 The amount of loosening and dumping operations per unit time is calculated according to formula (2). Q JB/T7151-93 The amount of loosening and dumping operations per unit time, m*/h:Wherein, Q… Total time for loosening operations, h; Total time for dumping operations, h. 6.1.2 The oil consumption per unit time for soil inspection and dumping operations is calculated according to formula (3): L+L Wherein, L is the oil consumption per unit time for loosening and dumping operations. L/h; L, oil consumption for loosening operations, L: L,—oil consumption for dumping operations, L. 6.2 Test report Enter the test results (average value of 3 tests) into the loosening operation test report (see Table 2). Table 2 Loosening operation test report Bulldozer model or factory number Bulldozer blade type Engine speed when torque converter stalls Maximum no-load throttle Number of loosening teeth Elastic wave speed Fine ring time Loosening operation Draining operation Cycle time Shift forward gear Shift rear gear Total ring time Number of cycles Total operation time T Fuel consumption L Fuel consumption per unit time Operation volume per unit time Operation volume per unit fuel Change Forward gear Change to reverse gear Total cycle time Test location Test date Driver Tester Earth discharge operation Number of cycles Total operation time T: Fuel consumption L Fuel consumption per unit time Operation volume per unit time Operation volume per unit fuel Total earthwork disk for loosening and earth discharge operation Operation volume Earth discharge and earth discharge operation volume per unit time Fuel consumption for loosening and earth discharge operation per unit time Actual tooth loss of comprehensive block Additional instructions: JB/T 7151-93 Table 2 continued This standard is proposed and managed by Tianjin Engineering Machinery Research Institute, Ministry of Machinery Industry. This standard was drafted by Guanjin Engineering Machinery Research Institute. The main author of this standard is Liu Minxian. Tip: This standard content only shows part of the intercepted content of the complete standard. If you need the complete standard, please go to the top to download the complete standard document for free.