成都华西医院雇清洁工穿轮滑作业

成都华西医院雇清洁工穿轮滑作业 成都华西医院雇清洁工穿轮滑作业 作者:张浪来源:中新网时间:2012-12-06编辑:千玉 导语:12月4日，四川大学华西医院内三名穿着轮滑的清洁工吸引了民众眼球。据了解，该医院雇用这三名会轮滑的清洁工，是为了提高医院垃圾清扫的速度，提高清洁工的工作效率。这三名清洁工每天都要穿着轮滑在医院各个角落来回走动近8个小时，每月工资比普通清洁工高出200元人民币。 标签:华西医院 清洁工 12月4日，四川大学华西医院内三名穿着轮滑的清洁工吸引了民众眼球。据了解，该医院雇用这三名会轮滑的清洁工，是为了提高医院垃圾清扫的速度，提高清洁工的工作效率。这三名清洁工每天都要穿着轮滑在医院各个角落来回走动近8个小时，每月工资比普通清洁工高出200元人民币。张浪 摄 Earth-rock backfilling of 90,000 m3. 6.2 filling large amount of planning and reclamation of the project, considering the construction of specific circumstances, mainly the following aspects: 1, good full filling arrangement and construction of roads to ensure filling the roads. 2, the main excavation, loading, transport, construction machinery, including leveling and compaction are put in good performance of construction machinery and equipment, to meet the construction needs. Earth-rock Backfilling is mainly based on general progress in the concrete construction of the main project to schedule. 6.3 Earth-rock backfilling construction of Earth-rock backfilling construction carried out in the following way: soil-stone embankment in the corresponding parts of the concrete pouring is completed, dam Foundation excavation of sand and gravel material, transported by CAT320 dig dump truck mounted 5~10T to fill parts of unloading, mechanical compacting. The Earth-rock backfilling primarily for structural backfill and site filling, relatively low requirements for compaction of backfill, the proposed CAT320 dig dump truck mounted 5~10T brought on to the site, bulldozers and tiered rolling. Layer thickness 50cm thickness of rolling a few times and identification. Local corner is supplemented by frogs Rammer and tamping. Filling quality control are as follows: (1) backfill material is not allowed in mixed clay, grass, wood, and other harmful substances. (2) the backfill material shall conform to the requirements of supervision engineer in construction drawings and. (3) the backfill material layer thickness is not too thick, should meet the requirements. (4) the compacting should pay particular attention when rolling quality backfill sand and gravel, the compact requirements. 6.4 6.4.1 construction quality guarantee measures of quality and safety measures (1) strictly control the quality of filling, no grass, debris and mud content greater than the design of filling materials for backfill, do not fail not backfilled. (2) strictly control the thickness of the filling, construction set at the filling-face thickness of sign posts, bulldozers usually controlled by its height. (3) filling back technique is used when feed, avoid filling materials for separation. (4) in strict accordance with the relevant requirements, we must strengthen the compacted to < 返回 Earth-rock backfilling of 90,000 m3. 6.2 filling large amount of planning and reclamation of the project, considering the construction of specific circumstances, mainly the following aspects: 1, good full filling arrangement and construction of roads to ensure filling the roads. 2, the main excavation, loading, transport, construction machinery, including leveling and compaction are put in good performance of construction machinery and equipment, to meet the construction needs. Earth-rock Backfilling is mainly based on general progress in the concrete construction of the main project to schedule. 6.3 Earth-rock backfilling construction of Earth-rock backfilling construction carried out in the following way: soil-stone embankment in the corresponding parts of the concrete pouring is completed, dam Foundation excavation of sand and gravel material, transported by CAT320 dig dump truck mounted 5~10T to fill parts of unloading, mechanical compacting. The Earth-rock backfilling primarily for structural backfill and site filling, relatively low requirements for compaction of backfill, the proposed CAT320 dig dump truck mounted 5~10T brought on to the site, bulldozers and tiered rolling. Layer thickness 50cm thickness of rolling a few times and identification. Local corner is supplemented by frogs Rammer and tamping. Filling quality control are as follows: (1) backfill material is not allowed in mixed clay, grass, wood, and other harmful substances. (2) the backfill material shall conform to the requirements of supervision engineer in construction drawings and. (3) the backfill material layer thickness is not too thick, should meet the requirements. (4) the compacting should pay particular attention when rolling quality backfill sand and gravel, the compact requirements. 6.4 6.4.1 construction quality guarantee measures of quality and safety measures (1) strictly control the quality of filling, no grass, debris and mud content greater than the design of filling materials for backfill, do not fail not backfilled. (2) strictly control the thickness of the filling, construction set at the filling-face thickness of sign posts, bulldozers usually controlled by its height. (3) filling back technique is used when feed, avoid filling materials for separation. (4) in strict accordance with the relevant requirements, we must strengthen the compacted to Earth-rock backfilling of 90,000 m3. 6.2 filling large amount of planning and reclamation of the project, considering the construction of specific circumstances, mainly the following aspects: 1, good full filling arrangement and construction of roads to ensure filling the roads. 2, the main excavation, loading, transport, construction machinery, including leveling and compaction are put in good performance of construction machinery and equipment, to meet the construction needs. Earth-rock Backfilling is mainly based on general progress in the concrete construction of the main project to schedule. 6.3 Earth-rock backfilling construction of Earth-rock backfilling construction carried out in the following way: soil-stone embankment in the corresponding parts of the concrete pouring is completed, dam Foundation excavation of sand and gravel material, transported by CAT320 dig dump truck mounted 5~10T to fill parts of unloading, mechanical compacting. The Earth-rock backfilling primarily for structural backfill and site filling, relatively low requirements for compaction of backfill, the proposed CAT320 dig dump truck mounted 5~10T brought on to the site, bulldozers and tiered rolling. Layer thickness 50cm thickness of rolling a few times and identification. Local corner is supplemented by frogs Rammer and tamping. Filling quality control are as follows: (1) backfill material is not allowed in mixed clay, grass, wood, and other harmful substances. (2) the backfill material shall conform to the requirements of supervision engineer in construction drawings and. (3) the backfill material layer thickness is not too thick, should meet the requirements. (4) the compacting should pay particular attention when rolling quality backfill sand and gravel, the compact requirements. 6.4 6.4.1 construction quality guarantee measures of quality and safety measures (1) strictly control the quality of filling, no grass, debris and mud content greater than the design of filling materials for backfill, do not fail not backfilled. (2) strictly control the thickness of the filling, construction set at the filling-face thickness of sign posts, bulldozers usually controlled by its height. (3) filling back technique is used when feed, avoid filling materials for separation. (4) in strict accordance with the relevant requirements, we must strengthen the compacted to Earth-rock backfilling of 90,000 m3. 6.2 filling large amount of planning and reclamation of the project, considering the construction of specific circumstances, mainly the following aspects: 1, good full filling arrangement and construction of roads to ensure filling the roads. 2, the main excavation, loading, transport, construction machinery, including leveling and compaction are put in good performance of construction machinery and equipment, to meet the construction needs. Earth-rock Backfilling is mainly based on general progress in the concrete construction of the main project to schedule. 6.3 Earth-rock backfilling construction of Earth-rock backfilling construction carried out in the following way: soil-stone embankment in the corresponding parts of the concrete pouring is completed, dam Foundation excavation of sand and gravel material, transported by CAT320 dig dump truck mounted 5~10T to fill parts of unloading, mechanical compacting. The Earth-rock backfilling primarily for structural backfill and site filling, relatively low requirements for compaction of backfill, the proposed CAT320 dig dump truck mounted 5~10T brought on to the site, bulldozers and tiered rolling. Layer thickness 50cm thickness of rolling a few times and identification. Local corner is supplemented by frogs Rammer and tamping. Filling quality control are as follows: (1) backfill material is not allowed in mixed clay, grass, wood, and other harmful substances. (2) the backfill material shall conform to the requirements of supervision engineer in construction drawings and. (3) the backfill material layer thickness is not too thick, should meet the requirements. (4) the compacting should pay particular attention when rolling quality backfill sand and gravel, the compact requirements. 6.4 6.4.1 construction quality guarantee measures of quality and safety measures (1) strictly control the quality of filling, no grass, debris and mud content greater than the design of filling materials for backfill, do not fail not backfilled. (2) strictly control the thickness of the filling, construction set at the filling-face thickness of sign posts, bulldozers usually controlled by its height. (3) filling back technique is used when feed, avoid filling materials for separation. (4) in strict accordance with the relevant requirements, we must strengthen the compacted to Earth-rock backfilling of 90,000 m3. 6.2 filling large amount of planning and reclamation of the project, considering the construction of specific circumstances, mainly the following aspects: 1, good full filling arrangement and construction of roads to ensure filling the roads. 2, the main excavation, loading, transport, construction machinery, including leveling and compaction are put in good performance of construction machinery and equipment, to meet the construction needs. Earth-rock Backfilling is mainly based on general progress in the concrete construction of the main project to schedule. 6.3 Earth-rock backfilling construction of Earth-rock backfilling construction carried out in the following way: soil-stone embankment in the corresponding parts of the concrete pouring is completed, dam Foundation excavation of sand and gravel material, transported by CAT320 dig dump truck mounted 5~10T to fill parts of unloading, mechanical compacting. The Earth-rock backfilling primarily for structural backfill and site filling, relatively low requirements for compaction of backfill, the proposed CAT320 dig dump truck mounted 5~10T brought on to the site, bulldozers and tiered rolling. Layer thickness 50cm thickness of rolling a few times and identification. Local corner is supplemented by frogs Rammer and tamping. Filling quality control are as follows: (1) backfill material is not allowed in mixed clay, grass, wood, and other harmful substances. (2) the backfill material shall conform to the requirements of supervision engineer in construction drawings and. (3) the backfill material layer thickness is not too thick, should meet the requirements. (4) the compacting should pay particular attention when rolling quality backfill sand and gravel, the compact requirements. 6.4 6.4.1 construction quality guarantee measures of quality and safety measures (1) strictly control the quality of filling, no grass, debris and mud content greater than the design of filling materials for backfill, do not fail not backfilled. (2) strictly control the thickness of the filling, construction set at the filling-face thickness of sign posts, bulldozers usually controlled by its height. (3) filling back technique is used when feed, avoid filling materials for separation. (4) in strict accordance with the relevant requirements, we must strengthen the compacted to