HA036-0313-SN09-快速滤砂系统施工组织设计-PMY分配YF译1.docxVIP

翻译3-YF 3.4 {0监测}0{Monitoring 0} {0工程开工后，施工方应监测邻近施工活动的所有结构，以保证不会对现有结构造成损害或干扰。}0{After the construction begins, Constructor shall monitor all the structures near the construction so as to cause no damages on or disturbs to the current structures. 0} 3.4.1 {0监测的目的及意义}0{Purposes and significance 0} {0施工过程中对周围房屋及构筑物沉降和倾斜监测及地面、管线沉降监测确保周围房屋、构筑物、管线在施工过程中的安全，以及行车路面的车辆安全运行。}0{During the construction process, monitor nearby houses, settlement and inclination of structures, and the surface and pipeline settlement so as to ensure the safety of nearby houses, structures, and pipelines as well as the safe operation of vehicles on the pavement. 0} {0通过监控量测了解建、构筑物在施工过程中的动态变化，明确工程施工对原始地层的影响程度及可能产生失稳的薄弱环节。}0{Through monitoring and measurement, understand dynamic changes in buildings and structures during the construction process and pinpoint the impact degrees of the Project construction on the original strata and the possible vulnerable spots that may be unstable. 0} {0通过监控量测，收集数据，为以后的工程设计,施工提供参考和积累经验，并可以和计算结果比较，完善计算理论。}0{Through monitoring and measurement, collect data so as to provide reference and accumulate experience for later project designs and perfect the calculation theory by comparing calculation results. 0} 3.4.2 {0监测方法}75{Methods 0} (1) {0基点埋设方法}0{Basic point laying method 0} {0基点埋设在沉降影响范围以外的稳定区域，并且应埋设在视野开阔、通视条件较好的地方；基点数量根据需要埋设，基点要牢固可靠。}0{Basic points shall be laid in stable areas beyond the settlement impact scope and shall be laid in places with wide visions and better visibility conditions; the number of basic points is determined by needs and basic points shall be reliable and firm. 0} {0隆陷测点埋设}0{Heave and subsidence measure point laying 0} {0隆陷测点埋设，用冲击钻在地表钻孔，然后放入长200～300mm，直径20～30mm的圆头钢筋，四周用水泥砂浆填实。}0{When the heave and subsidence measure points are laid, drill holes on surface with percussion drills, then put into round-headed reinforcement with a length of 200-300mm and a diameter of 20-30mm, and fill the surroundings with cement mortar. 0} {0测量方法}0{Measuring metho