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METHOD reload rollers Soil compactors AND METHOD OF CONSTRUCTION CONSTRUCTIVE RANGE soil compactors

机译：方法重载压路机土壤压实机和建设性范围土壤压实机的方法

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摘要

1.method u0434u043eu0433u0440u0443u0437u043au0438 u0432u0430u043bu044cu0446u043eu0432 underground rink, u0437u0430u043au043bu044eu0447u0430u044eu0449u0438u0439u0441u00a0 is that on the base u0448u0430u0440u043du0438u0440u043du043e - from an articulated roller with u0432u0430u043bu044cu0446u043eu043c frame, at least one section with u0444u0438u043au0441u0438u0440u043eu0432u0430 u043du043du043eu0439 weight load on the soil u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 laying ballast goods before u043fu043eu043bu0443u0447u0435u043du0438u00a0 under u0432u0430u043bu044cu0446u043eu043c increased fixed weight load on the ground, equipped u0442u0432u0443u044eu0449u0435u0439 basic rink next weight class, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 orderwhat u0434u043bu00a0 u0443u0432u0435u043bu0438u0447u0435u043du0438u00a0 weight base rink first weight to weight the next category, u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 ballast cargo stowage a transverse beam frame or the frame of each section in the cavity of the transverse base rinku0434u043bu00a0 subsequent u0443u0432u0435u043bu0438u0447u0435u043du0438u00a0 weight base rink with 'ballast goods at each section u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 bonding around the cylindrical shell u043cu0435u0442u0430u043bu043bu0438 working on the u043eu0431u0435u0447u0430u0439u043au0438 thickness equal to the thickness of the cylindrical shell of sheet working.u0434u043bu00a0 next u0443u0432u0435u043bu0438u0447u0435u043du0438u00a0 weight base rink with 'ballast goods in each section and the metal u043eu0431u0435u0447u0430u0439u043au043eu0439 on the working u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 hair wear u043bu044cu043du043eu0433u043e ballast load on the transverse beam frame or the frame of each section in the cavity of the transverse base rinkand u0434u043bu00a0 subsequent u0443u0432u0435u043bu0438u0447u0435u043du0438u00a0 weight base rink with supplemented by 'ballast goods in each section and the metal u043eu0431u0435u0447u0430u0439u043au043eu0439 on the working u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 z u0430u043cu0435u043du0443 u043eu0431u0435u0447u0430u0439u043au0438 on metal u043eu0431u0435u0447u0430u0439u043au0443 thickness exceeding the thickness of the cylindrical shell of sheet working, increase leaf thickness, the frame section carrying consistent u0432u0430u043bu0435u0446,and u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 u0434u043eu0433u0440u0443u0437u043au0443 additional ballast load on the transverse beam frame or the frame of each section in the cavity of the transverse base rink until the weight u0441u043eu043eu0442u0432u0435 u0442u0441u0442u0432u0443u044eu0449u0435u0433u043e weight roller in this category.;2. method for u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that at each stage, the weight increase of 2 tons.;3.a constructive u043fu043eu0441u0442u0440u043eu0435u043du0438u00a0 model u0440u00a0u0434u0430 underground rink, u0437u0430u043au043bu044eu0447u0430u044eu0449u0438u0439u0441u00a0 is that on the base u0448u0430u0440u043du0438u0440u043du043e - from an articulated roller with vibration u0432u0430u043bu044cu0446u043eu043c frame at least one section with a fixed weight load on the soil u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 laying ballast goods before u043fu043eu043bu0443u0447u0435u043du0438u00a0 under vibration u0432u0430u043bu044cu0446u043eu043c increased noah fixed weight load on the soilthe base rink next weight class, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, u0434u043bu00a0 u0443u0432u0435u043bu0438u0447u0435u043du0438u00a0 weight core roller fixed weighing 13 tons u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 ucl u0430u0434u043au0443 ballast load on the transverse beam frame or the frame of each section in the cavity of the transverse base to u043fu043eu043bu0443u0447u0435u043du0438u00a0 weight 15 tons of ice skating rink.u0434u043bu00a0 subsequent u0443u0432u0435u043bu0438u0447u0435u043du0438u00a0 weight roller with 'ballast goods on each section with the weight 15 tons to 17 tons of weight u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 bonding around the cylindrical shell v working u0431u0440u0430u0446u0438u043eu043du043du043eu0433u043e metal u043eu0431u0435u0447u0430u0439u043au0438 thickness equal to the thickness of the cylindrical shell of sheet working.u0434u043bu00a0 next u0443u0432u0435u043bu0438u0447u0435u043du0438u00a0 weight roller with 'ballast goods at each section, and a metal u043eu0431u0435u0447u0430u0439u043au043eu0439 on hull vibration working and weight in 17 to 19 tons of weight in t u0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 stowing additional ballast load on the transverse beam frame or the frame of each section in the cavity of the transverse base rinkand u0434u043bu00a0 subsequent u0443u0432u0435u043bu0438u0447u0435u043du0438u00a0 weight roller with supplemented by 'ballast goods in each section and the metal u043eu0431u0435u0447u0430u0439u043au043eu0439 on hull vibration and weight in working 17 t to weight 21 t u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 replacement u043eu0431u0435u0447u0430u0439u043au0438 on u043eu0431u0435u0447u0430u0439u043au0443 thickness exceeding the thickness of sheet metal, cylindrical shell vibration working, zoom in u0438u0432u0430u044eu0442 thickness sheet, the frame section of the u0432u0430u043bu0435u0446,and then u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 u0434u043eu0433u0440u0443u0437u043au0443 additional ballast load on the transverse beam frame or the frame of each section in the cavity of the transverse base rink to weight 21 tons.
机译：1.方法 u0434 u043e u0433 u0440 u0443 u0437 u043a u0438 u0432 u0430 u043b u044c u0446 u043e u0432地下溜冰场， u0437 u0430 u043a u043b u044e u0447 u04c u044e u0449 u0438 u0439 u0441 u00a0是在基座上的 u0448 u0430 u0440 u043d u0438 u0440 u043d u043e-来自带有 u0432 u0430 u043b u044c u0446 u043e u043c框架，至少一部分带有 u0444 u0438 u043a u0441 u0438 u0440 u043e u0432 u0430 u043d u043d u043e u0439在土壤上的重量载荷 u043e u0441 u0443 u0449 u0435 u0441 u0442 u0432 u043b u00a0 u044e u0442在 u043f u043e u043b u0443 u0447 u0435 u043d u0438 u00a0下 u0432 u0430 u043b u044c u0446下铺设压载物 u043c增加了地面上的固定重量负载，配备了 u0442 u0432 u0443 u044e u0449 u0435 u0439基本重量等级， u043e u0442 u043b u0438 u0447 u0430 u044e u0449 u0438 u0439 u0441 u00a0顺序 u0434 u043b u00a0 u0443 u0432 u0435 u043b u0438 u0447 u0435 u043d u043d u0438 u00a0重量基准场称重下一个类别， u043e u0441 u0443 u0449 u0435 u0441 u0442 u0432 u043b u00a0 u044e u0442压载货物将横向梁框架或每个部分的框架存放在横向空腔中基础溜冰场 u0434 u043b u00a0随后的 u0443 u0432 u0435 u043b u0438 u0447 u0435 u043d u0438 u00a0重量基础溜冰场，每部分带有压载物 u043e u0441 u0443 u0449 u0435 u0441 u0442 u0432 u043b u00a0 u044e u0442在圆柱壳上粘合 u043c u0435 u0442 u0430 u043b u043b u0438在 u043e u0431 u0431 u0435 u0447 u0430 u0439 u043a u0438的厚度等于薄板加工的圆柱壳的厚度。 u0434 u043b u00a0下一个 u0443 u0432 u0435 u043b u0438 u0447 u0435 u043d u0438 u00a0带有重物的基础溜冰场截面和工作的 u043e u0441 u0441 u0443 u0449 u0435 u0441 u0442 u0432 u0432 u0432 u043b u0435 u0441 u043e u0435 u0434 u043e u04e穿 u043b u044c u043d u043e u0433 u043e横梁框架或横基腹腔中每个截面框架上的压载载荷皱纹 u0434 u043b u00a0随后 u0443 u0432 u0435 u043b u0438 u0447 u0435 u043d u0438 u00a0重量基座溜冰场的每个部分均配有“压舱物”，并在工作的 u043e u0441 u0433 u0449 u0435 u0435 u0431 u0432 u0432 u0434 u0430 u0439 u043a u0435 u043b u00a0 u044e u0442 z u0430 u043c u0435 u043d u0443 u043e u0431 u0435 u0447 u0430 u0439 u043a u0438在金属 u043e u0431 u0435 u0447 u0430 u0430 u043a u0443的厚度超过薄板加工的圆柱壳的厚度，增加了叶片的厚度，框架部分承载的是一致的 u0432 u0430 u043b u0435 u0446和 u043f u0440 u043e u0438 u0437 u0432 u043e u0434 u00a0 u0442 u0434 u043e u0433 u0440 u0443 u0437 u043a u0443在横梁框架或横向基础溜冰场的空腔中每个部分的框架上增加额外的压载，直到重量达到 u0441 u043e u043e u0442 u0432 u0435 u0442 u0441 u0442 u0432 u0443 u044e u0449 u0435 u0433 u043e此类别中的重量辊。2.。 u043e u0442 u043b u0438 u0447 u0430 u044e u0449 u0438 u0439 u0441 u00a0 1的方法，因此在每个阶段，重量增加2吨。; 3.建设性的 u043f u043e u0441 u0442 u0440 u043e u0435 u043d u0438 u00a0模型 u0440 u00a0 u0434 u0430地下溜冰场 u0437 u0430 u043a u043b u044e u0447 u0430 u044e u0449 u0438 u0441 u00a0是在基座 u0448 u0430 u0440 u043d u0438 u0440 u043d u043e中-来自带有振动的铰接辊 u0432 u0430 u043b u044c u0446 u043e u043c至少一个在土壤上具有固定重量的截面 u043e u0441 u0443 u0449 u0435 u0441 u0442 u0432 u043b u00a0 u044e u0442在 u043f u043e u043b u043b u0443 u0447 u0435 u043d u0438 u00a0在振动下 u0432 u0430 u043b u044c u0446 u043e u043c增加了土壤中的诺亚固定重量负荷下一个重量等级的基础溜冰场 u043e u0442 u043b u0438 u0447 u0430 u044e u0449 u0438 u0439 u0441 u00a0， u0434 u043b u00a0 u0443 u0432 u0435 u043b u0438 u0447 u0435 u043d u0438 u00a0固定重13吨的重芯辊 u043e u0441 u0441 u0443 u0449 u0435 u0441 u0442 u0432 u043b u00a0 u044e u0442 ucl u0430 u0434 u043a u0443压载在横梁框架或横向基座腔体中每个截面的框架上的压载载荷为 u043f u043e u043b u0443 u0447 u0435 u043d u0438 u00a0重量为15吨的溜冰场。 u0434 u043b u00a0随后的 u0443 u0432 u0435 u043b u0438 u0447 u0435 u043d u0438 u00a0重量滚轮上带有“压载物”重量为15吨至17吨的重量 u043e u0441 u0443 u0449 u0435 u0441 u0442 u0432 u043b u00a0 u044e u0442在圆柱壳周围粘结v工作 u0431 u0440 u0430 u0446 u0438 u043e u043d u043d u043e u0433 u043e金属 u043e u0431 u0435 u0447 u0430 u0439 u043a u0438厚度等于板材加工圆柱壳的厚度。 u0434 u043b u00a0 next u0443 u0432 u0435 u043b u0438 u0447 u0435 u04 3d u0438 u00a0配重轮，每节带有'压舱物'，并在壳体振动工作和重量上使用金属 u043e u0431 u0435 u0447 u0430 u0439 u043a u043e u0439 t u0441 u0443 u0449 u0435 u0441 u0442 u0432 u043b u00a0 u044e u0442在横梁框架或横梁基础腔体腔的每个部分的框架上增加额外的压载载荷 u0434 u043b u00a0随后的 u0443 u0432 u0435 u043b u0438 u0447 u0435 u043d u0438 u00a0称重罗拉，并在每节中均添加了“压载物”和金属 u043e u0431 u0431 u0435 u0447 u0430 u0439 u043a u043e u0439关于工作时的船体振动和重量17吨到21吨 u043e u0441 u0443 u0449 u0435 u0441 u0442 u0432 u0432 u043b u00a0 u044e u0442替换 u043e u0431 u0435 u043e u0431 u0431 u0435 u0447 u0430 u0439 u043a u0443上的u0447 u0430 u0439 u043a u0438厚度超过钣金厚度，圆柱壳振动工作，放大 u0438 u0432 u0430 u044e u044 2厚度表， u0432 u0430 u043b u0435 u0446的框架部分，然后 u043f u0440 u043e u0438 u0437 u0432 u0432 u043e u0434 u00a0 u0442 u0432 u0434 u043e u0433 u0440在横梁框架或横向基础溜冰场的空腔中每个部分的框架上的附加压载载荷为21吨。

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