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SAC260吨(t)吊车性能参数

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SAC260吨(t)吊车性能参数SAC260吨(t)吊车性能参数 3、QAY260全地面起重机起重性能表 3.1、QAY260主臂工况起重性表(支腿8.7m,平衡重80t) R/L 13.2 17.6 17.6 17.6 21.9 21.9 21.9 26.3 26.3 26.3 30.6 30.6 3 260 144.122.3.5 177 74.2 150 54.8 145 8 3 134.114.115.4 170 70.2 150 51.2 137 79.9 130 8 2 6 126.106.109.4.5 160 66.2...

SAC260吨(t)吊车性能参数
SAC260吨(t)吊车性能参数 3、QAY260全地面起重机起重性能 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 3.1、QAY260主臂工况起重性表(支腿8.7m,平衡重80t) R/L 13.2 17.6 17.6 17.6 21.9 21.9 21.9 26.3 26.3 26.3 30.6 30.6 3 260 144.122.3.5 177 74.2 150 54.8 145 8 3 134.114.115.4 170 70.2 150 51.2 137 79.9 130 8 2 6 126.106.109.4.5 160 66.2 145 47.8 128 77 123 80.1 114 9 6 6 119.100.103.5 156 63.1 133 44.9 120 74 116 77.6 106 4 6 6 107.6 133 58.1 123 39.5 89.1 112 92.7 68.7 107 72.5 99 1 7 110 53.4 97.1 109 35.3 80 105 83.9 64.6 99 67.7 95.6 8 95 49.1 88.6 97 32 72.5 95 76 60.4 92 63.8 88.4 9 80 46.1 81.6 89.7 29.3 65.8 88.9 69.6 56.7 82 60.8 82.3 10 71 42.4 75.6 80.2 27.1 60.5 79.4 64.4 52.8 73 57.8 76.2 12 36.7 65.9 64 23.6 51.7 64 56 45.4 64.5 50.8 65 14 33 51 50 20.9 45.4 52 48.9 39.6 53.5 45.2 55 16 18.7 40.5 44 43.2 35 44.5 40.3 47 18 17.1 36.3 35 39.1 31.5 37.5 36.4 40 20 34 28.8 31 33.2 35 22 31.5 25.5 27.5 30.4 31 24 28 27.6 26 24 23 000000000001010000000001110002100001111000110111组合 00 01 00 00 02 10 00 00 11 00 11 10 倍率 18 8 14 14 6 12 14 10 8 12 8 10 最大74.4 77.4 80.7 81.7 82.6 仰角 最小29 28 27 27 26 仰角 吊钩210 140 (t) 钩重2319 1827 (kg) construction measure 1) during the rainy season to prevent settlement of formwork scaffolding during construction, loose; concrete pouring rain, slump in moderation decreases, new pouring concrete to cover with plastic sheeting; heavy rain opened pouring concrete is strictly prohibited. 2) keep drainage facilities clear of aggregates and construction site. Yuqian to dig drainage ditches, equipped with a sufficient number of submersible pumps and water pumps for maintenance, inspection, maintenance, ensure the equipment in good condition. 3) cement temporary facilities such as library, material should be higher than the outside elevation and feature waterproof and drainage facilities. 4) means of transport and security and to skid the rain equipment. 7.6 concrete construction quality control (1) raw materials and tie than design gravel material must for chemical nature and the physical properties experiment, meet requirements rear can using, cement shipped site Hou, on its volume security, and consistency, fine degrees, do directed analysis, the index qualified rear can using; on mixing and conservation water, with test mortar strength of method for test; aggregate by fine Orthopedic, and in the aggregate, points warehouse stacked, regularly detection its containing water rate. sand fine degrees module regularly check, if over provides of module 0.2 Shi, Are required to adjust the mix proportion of concrete. concrete mix design, according to material characteristics and construction of concrete requirements, according to design requirements to determine the strength and durability of cement, water/cement ratio is determined, in accordance with construction requirements, workability, slump, sand coarse aggregate size determines the rate, water consumption, and then using absolute volume method to calculate the quantity of sand construction mixture ratio. Concrete slump control in the context of design drawings, according to the minimum value in different parts. According to the different parts, with l~4-graded concrete, each pouring a same-grade concrete, according to the normative sample, a set of three specimens, in standard curing condition, measuring the compressive strength of 7d, 14d, 28D, and do a test recording, as information. (2) transport of concrete quality control horizontal transport mainly used concrete mixer truck transport. Concrete delivery process should shorten the transport time; stop bleeding and excessively reducing collapse; concrete free falling height is greater than 2m, setting the sliding tube feeding. (3) quality control of concrete in concrete pouring process, hierarchy, order, material thickness, vibrating strictly according to the requirements. Substandard concrete warehouses is strictly prohibited. When pouring concrete, is strictly prohibited in the cabin with water. Concrete suspension and the 3.1、QAY260主臂工况起重性表(支腿8.7m,平衡重80t)(续) R/L 30.6 35 35 35 39.3 39.3 39.3 43.7 43.7 43.7 48 4.5 114 5 106 6 99 74.2 91 91 7 93.3 70.6 84 84 48.1 71 71 8 85.3 66.9 78 78 44.4 68 68 32 58.1 58.1 9 77.3 63.8 72 72 40.8 66 66 30.5 54 54 30.6 10 72.3 60.8 66 66 37.8 63.3 62.4 29.1 52 52 29.4 12 61.3 55.7 59 57.4 34 58.1 53.5 26.2 45.3 51 26.9 14 52 49.7 54.2 49.9 31 53.1 46.9 23.4 40.1 45.3 24.4 16 44 44.4 46 44.1 28.3 46 41.4 21 35.4 40.1 22.4 18 37 40.4 39 38 26.1 40 37 19.5 32.1 35.7 20.6 20 32 35.5 34.3 33 24.2 35 33.9 18 29 31.9 18.9 22 28.3 31.5 30 29.1 22.6 31 29.8 16.4 26.7 29.2 17.6 24 24.5 28.6 26.8 25.3 21.2 27.6 26 15.4 24.7 26.8 16.5 26 20 25.3 23.6 22.1 20.1 24.5 22.8 14.4 22.5 23.6 15.3 28 22.6 20.8 19.3 18.9 21.8 20.1 13.3 20.9 21 14.5 30 19.5 18 16.5 17.9 19.5 17.8 12.6 19.1 18.6 13.5 32 17.1 17.5 15.9 11.8 17.3 16.8 12.8 34 16.2 15 13.5 11.3 15.5 15 12.2 36 10.7 14 13.5 11.6 38 10.2 11.5 11 11.1 40 10.4 42 10 211000 011111 111110 211100 011112 111111 211110 011122 121111 211111 111122 组合 倍率 10 8 8 8 4 6 6 3 6 6 3 最大仰角 82.6 81.6 81.6 81.7 81.8 最小仰角 25 25 25 25 25 吊钩(t) 140 65 钩重(kg) 1827 827 degrees module regularly check, if over provides of module 0.2 Shi, Are required to adjust the mix proportion of concrete. cofine egate by fine Orthopedic, and in the aggregate, points warehouse stacked, regularly detection its containing water rate. sandsis, the index qualified rear can using; on mixing and conservation water, with test mortar strength of method for test; aggranaly meet requirements rear can using, cement shipped site Hou, on its volume security, and consistency, fine degrees, do directedntrol (1) raw materials and tie than design gravel material must for chemical nature and the physical properties experiment, ity coof and drainage facilities. 4) means of transport and security and to skid the rain equipment. 7.6 concrete construction qualon. 3) cement temporary facilities such as library, material should be higher than the outside elevation and feature waterproonditifficient number of submersible pumps and water pumps for maintenance, inspection, maintenance, ensure the equipment in good ced. 2) keep drainage facilities clear of aggregates and construction site. Yuqian to dig drainage ditches, equipped with a suhibitmoderation decreases, new pouring concrete to cover with plastic sheeting; heavy rain opened pouring concrete is strictly pro ng the rainy season to prevent settlement of formwork scaffolding during construction, loose; concrete pouring rain, slump inconstruction measure 1) duriater. Concrete suspension and thewith wirements. Substandard concrete warehouses is strictly prohibited. When pouring concrete, is strictly prohibited in the cabin ntrol of concrete in concrete pouring process, hierarchy, order, material thickness, vibrating strictly according to the requity cond excessively reducing collapse; concrete free falling height is greater than 2m, setting the sliding tube feeding. (3) qualport mainly used concrete mixer truck transport. Concrete delivery process should shorten the transport time; stop bleeding atrans ssive strength of 7d, 14d, 28D, and do a test recording, as information. (2) transport of concrete quality control horizontalade concrete, according to the normative sample, a set of three specimens, in standard curing condition, measuring the compregr-graded concrete, each pouring a same-cording to the minimum value in different parts. According to the different parts, with l~4od to calculate the quantity of sand construction mixture ratio. Concrete slump control in the context of design drawings, ace methrements, workability, slump, sand coarse aggregate size determines the rate, water consumption, and then using absolute volums to determine the strength and durability of cement, water/cement ratio is determined, in accordance with construction requirementncrete mix design, according to material characteristics and construction of concrete requirements, according to design requi2 3.1、QAY260主臂工况起重性表(支腿8.7m,平衡重80t)(续) R/L 48 48 52.4 52.4 52.4 56.7 56.7 56.7 61.1 61.1 65.5 70 9 45.7 48 10 43.7 45 27.1 37.9 40 12 39.8 41.5 25.2 35 37 24.9 28 33.8 22.7 26.6 14 35.7 38.5 23.3 32 34 22.9 26.1 31.4 21.5 25.1 20.6 18 16 32 35 21.4 28.9 31 20.9 24.1 28.3 20.4 23.7 19.6 17.1 18 29.1 31.5 19.7 26 29.6 19.3 22.4 25.8 19.2 22.3 18.6 16.4 20 26.5 30.2 18.1 23.4 26.8 18.1 20.7 23.3 18 20.6 17.7 15.7 22 24.4 27.3 16.7 21.4 24.3 17 18.9 20.8 16.8 18.7 16.7 15 24 22.6 25 15.5 19.6 22.1 15.8 17.3 19.3 15.4 17 15.4 13.9 26 20.8 23.1 14.5 17.8 20.2 14.8 15.6 17.6 14.2 15.7 14.2 12.9 28 19.1 20.8 13.6 16.5 18.7 14.1 14.6 16.1 13.2 14.5 13.1 11.9 30 17.8 18.5 12.7 15.4 17.2 13.2 13.4 14.9 12.2 13.5 12.2 11 32 16.6 16.6 11.9 14.2 15.9 12.5 12.5 13.8 11.3 12.4 11.4 10.1 34 15.5 14.9 11.3 13.4 14.9 11.6 11.6 12.8 10.5 11.6 10.6 9.4 36 14 13.4 10.6 12.5 13.5 11 10.8 12 9.8 10.6 9.9 8.8 38 12.8 12 10.1 11.6 12.1 10.2 10.2 11.2 9.2 9.9 9.2 8.2 40 11.5 10.9 9.6 10.9 11 9.7 9.5 10.4 8.7 9.4 8.6 7.6 42 10 9.2 9.1 10.1 10 9.1 8.9 9.8 8.1 8.6 8 7.2 44 8.7 9.7 9 8.6 8.4 9.2 7.6 8.1 7.6 6.7 46 8.3 8.5 7.5 8.1 7.9 8.6 7.2 7.6 7.2 6.2 48 7.7 7.4 7.9 6.7 7.2 6.7 5.8 50 7.4 6.9 6 6.3 6.8 6.3 5.5 52 6 6.3 5.9 5.1 54 5.7 5.5 5.6 4.7 56 5.2 4.4 58 4.5 4.2 60 4 62 3.7 122112211111122122212221111222122222222112222222222222233333组合 1 1 2 1 1 2 1 1 2 1 2 3 倍率 4 4 3 4 4 3 3 3 3 3 3 3 最大仰 82 82.1 82.3 81.6 82.7 81.8角 最小仰25 25 27 25 25 26 角 吊钩65 30 (t) 钩重827 447 (kg) ordingxture ratio. Concrete slump control in the context of design drawings, according to the minimum value in different parts. Acctermines the rate, water consumption, and then using absolute volume method to calculate the quantity of sand construction miize de, water/cement ratio is determined, in accordance with construction requirements, workability, slump, sand coarse aggregate snd construction of concrete requirements, according to design requirements to determine the strength and durability of cementtics amodule 0.2 Shi, Are required to adjust the mix proportion of concrete. concrete mix design, according to material characterisehouse stacked, regularly detection its containing water rate. sand fine degrees module regularly check, if over provides of s ward conservation water, with test mortar strength of method for test; aggregate by fine Orthopedic, and in the aggregate, pointon its volume security, and consistency, fine degrees, do directed analysis, the index qualified rear can using; on mixing an e Hou,aterial must for chemical nature and the physical properties experiment, meet requirements rear can using, cement shipped sitrity and to skid the rain equipment. 7.6 concrete construction quality control (1) raw materials and tie than design gravel md secumaterial should be higher than the outside elevation and feature waterproof and drainage facilities. 4) means of transport anaintenance, inspection, maintenance, ensure the equipment in good condition. 3) cement temporary facilities such as library, for m and construction site. Yuqian to dig drainage ditches, equipped with a sufficient number of submersible pumps and water pumpsplastic sheeting; heavy rain opened pouring concrete is strictly prohibited. 2) keep drainage facilities clear of aggregates crete pouring rain, slump in moderation decreases, new pouring concrete to cover with construction measure 1) during the rainy season to prevent settlement of formwork scaffolding during construction, loose; conibited. When pouring concrete, is strictly prohibited in the cabin with water. Concrete suspension and they prohrchy, order, material thickness, vibrating strictly according to the requirements. Substandard concrete warehouses is strictlight is greater than 2m, setting the sliding tube feeding. (3) quality control of concrete in concrete pouring process, hieraing hecrete delivery process should shorten the transport time; stop bleeding and excessively reducing collapse; concrete free falls information. (2) transport of concrete quality control horizontal transport mainly used concrete mixer truck transport. Conressive strength of 7d, 14d, 28D, and do a test recording, agrade concrete, according to the normative sample, a set of three specimens, in standard curing condition, measuring the comp-graded concrete, each pouring a same-to the different parts, with l~4 3 3.2、QAY260副臂工况起重性表(副臂长20m,支腿8.7m,平衡重80t) R/L 48 52.4 56.7 61.1 65.5 副臂仰0 15 30 0 15 30 0 15 30 0 15 30 0 15 30 角? 8.8.8.14 0 1 5 7.7.8.9.16 6 7 2 0 7.7.5.7.8.8.18 3 4 6 7 5 0 7.5.7.5.7.5.8.5.7.20 0 2 1 4 4 4 0 4 6 6.5.6.5.4.7.5.7.5.7.5.22 6 2 8 2 2 0 2 6 2 2 4 6.5.4.6.5.4.6.5.4.7.5.4.6.5.4.24 2 0 2 4 0 2 6 0 2 3 2 2 8 2 2 6.4.4.6.4.4.6.5.4.6.5.4.6.5.4.26 0 8 0 2 8 0 4 0 0 7 0 0 6 0 0 5.4.4.5.4.4.6.4.4.6.4.4.6.4.4.28 6 6 0 8 6 0 0 8 0 1 8 0 2 8 0 5.4.3.5.4.3.5.4.4.5.4.4.5.4.4.30 4 4 8 6 6 8 8 6 0 5 6 0 5 8 0 5.4.3.5.4.3.5.4.3.5.4.3.4.4.3.32 2 4 8 4 4 8 5 4 8 0 6 8 9 6 8 5.4.3.5.4.3.5.4.3.4.4.3.4.4.3.34 0 2 6 2 2 8 0 4 8 5 4 8 5 4 8 4.4.3.5.4.3.4.4.3.4.4.3.4.4.3.36 8 0 6 0 2 6 6 2 8 1 1 8 1 1 8 4.4.3.4.4.3.4.4.3.3.3.3.3.3.3.38 6 0 6 8 0 6 2 2 6 7 8 6 7 7 6 4.3.3.4.4.3.3.3.3.3.3.3.3.3.3.40 4 8 6 6 0 6 9 9 6 4 4 5 3 4 5 4.3.3.4.3.3.3.3.3.3.3.3.2.3.3.42 4 8 4 3 8 4 6 6 6 1 2 1 9 0 1 4.3.3.4.3.3.3.3.3.2.2.2.2.2.2.44 2 8 4 0 8 4 2 3 3 8 8 9 6 7 8 4.3.3.3.3.3.3.3.3.2.2.2.2.2.2.46 0 6 4 7 7 4 0 1 0 5 6 6 4 5 6 4.3.3.3.3.3.2.2.2.2.2.2.2.2.2.48 0 6 4 4 5 4 7 8 8 3 4 4 1 2 3 3.3.3.3.3.3.2.2.2.2.2.2.1.2.2.50 8 4 4 2 2 2 5 5 6 0 1 2 8 0 1 52 3.3.3.3.3.3.2.2.2.1.1.1.1.1.1. graded concrete, each pouring a same-cording to the minimum value in different parts. According to the different parts, with l~4od to calculate the quantity of sand construction mixture ratio. Concrete slump control in the context of design drawings, ace methrements, workability, slump, sand coarse aggregate size determines the rate, water consumption, and then using absolute volums to determine the strength and durability of cement, water/cement ratio is determined, in accordance with construction requirementncrete mix design, according to material characteristics and construction of concrete requirements, according to design requidegrees module regularly check, if over provides of module 0.2 Shi, Are required to adjust the mix proportion of concrete. cofine egate by fine Orthopedic, and in the aggregate, points warehouse stacked, regularly detection its containing water rate. sandsis, the index qualified rear can using; on mixing and conservation water, with test mortar strength of method for test; aggranaly meet requirements rear can using, cement shipped site Hou, on its volume security, and consistency, fine degrees, do directedntrol (1) raw materials and tie than design gravel material must for chemical nature and the physical properties experiment, ity coof and drainage facilities. 4) means of transport and security and to skid the rain equipment. 7.6 concrete construction qualon. 3) cement temporary facilities such as library, material should be higher than the outside elevation and feature waterproonditifficient number of submersible pumps and water pumps for maintenance, inspection, maintenance, ensure the equipment in good ced. 2) keep drainage facilities clear of aggregates and construction site. Yuqian to dig drainage ditches, equipped with a suhibitmoderation decreases, new pouring concrete to cover with plastic sheeting; heavy rain opened pouring concrete is strictly pro ng the rainy season to prevent settlement of formwork scaffolding during construction, loose; concrete pouring rain, slump inconstruction measure 1) duriater. Concrete suspension and thewith wirements. Substandard concrete warehouses is strictly prohibited. When pouring concrete, is strictly prohibited in the cabin ntrol of concrete in concrete pouring process, hierarchy, order, material thickness, vibrating strictly according to the requity cond excessively reducing collapse; concrete free falling height is greater than 2m, setting the sliding tube feeding. (3) qualport mainly used concrete mixer truck transport. Concrete delivery process should shorten the transport time; stop bleeding atrans ssive strength of 7d, 14d, 28D, and do a test recording, as information. (2) transport of concrete quality control horizontalade concrete, according to the normative sample, a set of three specimens, in standard curing condition, measuring the compregr-4 7 4 2 0 0 0 3 3 4 8 9 9 6 8 9 3.3.3.2.2.2.2.2.2.1.1.1.1.1.1.54 5 4 2 7 8 8 1 1 2 6 7 8 4 6 6 3.3.3.2.2.2.1.2.2.1.1.1.1.1.1.56 3 3 2 6 6 6 9 0 0 4 5 6 2 4 4 3.3.1.2.2.2.1.1.1.1.1.1.1.1.1.58 2 2 8 4 4 4 7 8 8 2 3 4 0 2 2 2.2.2.1.1.1.1.1.1.1.1.60 2 2 3 6 6 6 1 2 2 0 0 1.1.1.1.1.62 4 4 4 0 0 伸缩方式 221111 222111 222211 222221 222222 主臂仰角 30,83 32,83 33,83 41,83 47,83 吊钩(t) 30 钩重(kg) 447 ize de, water/cement ratio is determined, in accordance with construction requirements, workability, slump, sand coarse aggregate snd construction of concrete requirements, according to design requirements to determine the strength and durability of cementtics amodule 0.2 Shi, Are required to adjust the mix proportion of concrete. concrete mix design, according to material characterisehouse stacked, regularly detection its containing water rate. sand fine degrees module regularly check, if over provides of s ward conservation water, with test mortar strength of method for test; aggregate by fine Orthopedic, and in the aggregate, pointon its volume security, and consistency, fine degrees, do directed analysis, the index qualified rear can using; on mixing an e Hou,aterial must for chemical nature and the physical properties experiment, meet requirements rear can using, cement shipped sitrity and to skid the rain equipment. 7.6 concrete construction quality control (1) raw materials and tie than design gravel md secumaterial should be higher than the outside elevation and feature waterproof and drainage facilities. 4) means of transport anaintenance, inspection, maintenance, ensure the equipment in good condition. 3) cement temporary facilities such as library, for m and construction site. Yuqian to dig drainage ditches, equipped with a sufficient number of submersible pumps and water pumpsplastic sheeting; heavy rain opened pouring concrete is strictly prohibited. 2) keep drainage facilities clear of aggregates crete pouring rain, slump in moderation decreases, new pouring concrete to cover with construction measure 1) during the rainy season to prevent settlement of formwork scaffolding during construction, loose; conibited. When pouring concrete, is strictly prohibited in the cabin with water. Concrete suspension and they prohrchy, order, material thickness, vibrating strictly according to the requirements. Substandard concrete warehouses is strictlight is greater than 2m, setting the sliding tube feeding. (3) quality control of concrete in concrete pouring process, hieraing hecrete delivery process should shorten the transport time; stop bleeding and excessively reducing collapse; concrete free falls information. (2) transport of concrete quality control horizontal transport mainly used concrete mixer truck transport. Conressive strength of 7d, 14d, 28D, and do a test recording, agrade concrete, according to the normative sample, a set of three specimens, in standard curing condition, measuring the comp-graded concrete, each pouring a same-to the different parts, with l~4 ordingxture ratio. Concrete slump control in the context of design drawings, according to the minimum value in different parts. Acctermines the rate, water consumption, and then using absolute volume method to calculate the quantity of sand construction mi5 QAY260选装1节8米副臂工况起重性表(副臂长28m,支腿8.7m,平衡重80t) R/L 48 52.4 56.7 61.1 65.5 副臂仰角? 0 15 30 0 15 30 0 15 30 0 15 30 0 30 16 5.3 5.4 5.5 18 5.2 5.3 5.4 5.3 20 5.1 5.3 5.3 5.2 5.2 22 4.7 3.5 4.9 3.5 5.1 5.1 5.1 24 4.5 3.3 4.7 3.3 4.7 3.5 4.9 3.5 4.9 26 4.3 3.3 4.3 3.3 4.5 3.3 4.5 3.3 4.7 3.3 28 4.1 3.1 2.5 4.1 3.1 2.5 4.3 3.1 2.5 4.3 3.1 4.3 3.1 30 3.9 2.9 2.5 3.9 3.1 2.5 4.1 3.1 2.5 4.1 3.1 2.5 4.1 3.1 32 3.7 2.9 2.3 3.7 2.9 2.3 3.9 2.9 2.3 3.9 2.9 2.3 3.9 2.9 2.3 34 3.5 2.7 2.3 3.5 2.7 2.3 3.7 2.9 2.3 3.7 2.9 2.3 3.9 2.9 2.3 36 3.3 2.7 2.3 3.5 2.7 2.3 3.5 2.7 2.3 3.3 2.7 2.3 3.6 2.7 2.3 38 3.1 2.5 2.1 3.3 2.7 2.1 3.3 2.7 2.1 3.0 2.7 2.3 3.3 2.7 2.3 40 3.1 2.5 2.1 3.1 2.5 2.1 3.3 2.5 2.1 2.7 2.7 2.1 3.0 2.7 2.1 42 2.9 2.3 2.1 2.9 2.5 2.1 3.1 2.5 2.1 2.5 2.5 2.1 2.6 2.5 2.1 44 2.7 2.3 1.9 2.9 2.3 2.1 2.9 2.5 2.1 2.2 2.3 2.1 2.3 2.5 2.1 46 2.7 2.3 1.9 2.7 2.3 1.9 2.6 2.3 2.1 1.9 2.0 2.1 2.0 2.3 2.1 48 2.5 2.1 1.9 2.7 2.3 1.9 2.4 2.3 1.9 1.7 1.9 1.9 1.8 2.0 1.9 50 2.5 2.1 1.9 2.5 2.1 1.9 2.1 2.2 1.9 1.5 1.6 1.7 1.6 1.8 1.9 52 2.3 2.1 1.9 2.5 2.1 1.9 2.0 2.0 1.9 1.3 1.5 1.6 1.4 1.6 1.7 54 2.3 2.1 1.9 2.3 2.1 1.9 1.7 1.8 1.9 1.2 1.3 1.4 1.1 1.4 1.5 56 2.3 1.9 1.7 2.2 2.1 1.9 1.6 1.7 1.7 1.1 1.2 1.1 1.3 58 2.1 1.9 1.7 2.0 1.9 1.7 1.4 1.4 1.5 1.0 1.0 1.1 60 2.1 1.9 1.7 1.8 1.9 1.7 1.2 1.3 1.4 1.0 62 2.1 1.9 1.7 1.6 1.7 1.7 1.1 1.2 1.2 64 1.9 1.7 1.7 1.5 1.5 1.6 1.0 1.1 66 1.9 1.7 1.7 1.4 1.4 1.4 68 1.2 1.3 1.3 伸缩方式 221111 222111 222211 222221 222222 主臂仰角 30,83 31,83 42,83 52,83 55,83 吊钩(t) 30 钩重(kg) 447 R:工作半径 L:主臂长度 graded concrete, each pouring a same-cording to the minimum value in different parts. According to the different parts, with l~4od to calculate the quantity of sand construction mixture ratio. Concrete slump control in the context of design drawings, ace methrements, workability, slump, sand coarse aggregate size determines the rate, water consumption, and then using absolute volums to determine the strength and durability of cement, water/cement ratio is determined, in accordance with construction requirementncrete mix design, according to material characteristics and construction of concrete requirements, according to design requidegrees module regularly check, if over provides of module 0.2 Shi, Are required to adjust the mix proportion of concrete. cofine egate by fine Orthopedic, and in the aggregate, points warehouse stacked, regularly detection its containing water rate. sandsis, the index qualified rear can using; on mixing and conservation water, with test mortar strength of method for test; aggranaly meet requirements rear can using, cement shipped site Hou, on its volume security, and consistency, fine degrees, do directedntrol (1) raw materials and tie than design gravel material must for chemical nature and the physical properties experiment, ity coof and drainage facilities. 4) means of transport and security and to skid the rain equipment. 7.6 concrete construction qualon. 3) cement temporary facilities such as library, material should be higher than the outside elevation and feature waterproonditifficient number of submersible pumps and water pumps for maintenance, inspection, maintenance, ensure the equipment in good ced. 2) keep drainage facilities clear of aggregates and construction site. Yuqian to dig drainage ditches, equipped with a suhibitmoderation decreases, new pouring concrete to cover with plastic sheeting; heavy rain opened pouring concrete is strictly pro ng the rainy season to prevent settlement of formwork scaffolding during construction, loose; concrete pouring rain, slump inconstruction measure 1) duriater. Concrete suspension and thewith wirements. Substandard concrete warehouses is strictly prohibited. When pouring concrete, is strictly prohibited in the cabin ntrol of concrete in concrete pouring process, hierarchy, order, material thickness, vibrating strictly according to the requity cond excessively reducing collapse; concrete free falling height is greater than 2m, setting the sliding tube feeding. (3) qualport mainly used concrete mixer truck transport. Concrete delivery process should shorten the transport time; stop bleeding atrans ssive strength of 7d, 14d, 28D, and do a test recording, as information. (2) transport of concrete quality control horizontalade concrete, according to the normative sample, a set of three specimens, in standard curing condition, measuring the compregr-6 3.4、QAY260选装2节8米副臂工况起重性表(副臂长36m,支腿8.7m,平衡重80t) R/L 48 52.4 56.7 61.1 65.5 副臂仰角? 0 15 30 0 15 30 0 15 30 0 15 30 0 15 30 18 3.3 3.4 3.4 20 3.2 3.4 3.4 3.4 22 3.2 3.4 3.4 3.4 3.6 24 3.2 3.4 3.4 3.4 3.4 26 3.0 2.2 3.2 3.2 3.2 3.2 28 2.8 2.2 3.0 2.2 3.0 2.2 3.0 2.2 3.2 30 2.8 2.0 2.8 2.0 2.8 2.2 3.0 2.2 3.0 2.2 32 2.6 2.0 2.6 2.0 2.8 2.0 2.8 2.0 2.8 2.0 34 2.4 1.8 1.5 2.6 2.0 1.5 2.6 2.0 1.5 2.6 2.0 2.6 2.0 36 2.4 1.8 1.4 2.4 1.8 1.4 2.4 1.8 1.4 2.6 1.8 1.4 2.6 2.0 38 2.2 1.8 1.4 2.2 1.8 1.4 2.4 1.8 1.4 2.4 1.8 1.4 2.4 1.8 1.4 40 2.0 1.6 1.4 2.2 1.8 1.4 2.2 1.8 1.4 2.2 1.8 1.4 2.4 1.8 1.4 42 2.0 1.6 1.4 2.0 1.6 1.4 2.2 1.6 1.4 2.2 1.6 1.4 2.2 1.8 1.4 44 2.0 1.6 1.2 2.0 1.6 1.4 2.0 1.6 1.4 2.1 1.6 1.4 2.0 1.6 1.4 46 1.8 1.4 1.2 1.8 1.6 1.2 2.0 1.6 1.2 1.9 1.6 1.2 1.8 1.6 1.2 48 1.8 1.4 1.2 1.8 1.4 1.2 1.8 1.6 1.2 1.6 1.6 1.2 1.6 1.6 1.2 50 1.6 1.4 1.2 1.8 1.4 1.2 1.8 1.4 1.2 1.4 1.4 1.2 1.3 1.5 1.2 52 1.6 1.4 1.2 1.6 1.4 1.2 1.6 1.4 1.2 1.2 1.4 1.2 1.1 1.3 1.2 54 1.6 1.2 1.2 1.6 1.4 1.2 1.4 1.4 1.2 1.0 1.2 1.2 1.2 1.2 56 1.4 1.2 1.0 1.6 1.2 1.0 1.2 1.3 1.2 1.0 1.2 1.0 1.1 58 1.4 1.2 1.4 1.2 1.0 1.2 1.0 1.0 1.0 60 1.4 1.2 1.4 1.2 1.0 1.1 62 1.4 1.2 1.3 1.2 1.0 64 1.2 1.0 1.2 1.2 66 1.2 1.1 1.0 68 1.1 70 1.1 72 1.0 伸缩方式 221111 222111 222211 222221 222222 主臂仰角 31,83 41,83 51,83 56,83 60,83 吊钩(t) 30 钩重(kg) 447 to the different parts, with l~4 ordingxture ratio. Concrete slump control in the context of design drawings, according to the minimum value in different parts. Acctermines the rate, water consumption, and then using absolute volume method to calculate the quantity of sand construction miize de, water/cement ratio is determined, in accordance with construction requirements, workability, slump, sand coarse aggregate snd construction of concrete requirements, according to design requirements to determine the strength and durability of cementtics amodule 0.2 Shi, Are required to adjust the mix proportion of concrete. concrete mix design, according to material characterisehouse stacked, regularly detection its containing water rate. sand fine degrees module regularly check, if over provides of s ward conservation water, with test mortar strength of method for test; aggregate by fine Orthopedic, and in the aggregate, pointon its volume security, and consistency, fine degrees, do directed analysis, the index qualified rear can using; on mixing an e Hou,aterial must for chemical nature and the physical properties experiment, meet requirements rear can using, cement shipped sitrity and to skid the rain equipment. 7.6 concrete construction quality control (1) raw materials and tie than design gravel md secumaterial should be higher than the outside elevation and feature waterproof and drainage facilities. 4) means of transport anaintenance, inspection, maintenance, ensure the equipment in good condition. 3) cement temporary facilities such as library, for m and construction site. Yuqian to dig drainage ditches, equipped with a sufficient number of submersible pumps and water pumpsplastic sheeting; heavy rain opened pouring concrete is strictly prohibited. 2) keep drainage facilities clear of aggregates crete pouring rain, slump in moderation decreases, new pouring concrete to cover with construction measure 1) during the rainy season to prevent settlement of formwork scaffolding during construction, loose; conibited. When pouring concrete, is strictly prohibited in the cabin with water. Concrete suspension and they prohrchy, order, material thickness, vibrating strictly according to the requirements. Substandard concrete warehouses is strictlight is greater than 2m, setting the sliding tube feeding. (3) quality control of concrete in concrete pouring process, hieraing hecrete delivery process should shorten the transport time; stop bleeding and excessively reducing collapse; concrete free falls information. (2) transport of concrete quality control horizontal transport mainly used concrete mixer truck transport. Conressive strength of 7d, 14d, 28D, and do a test recording, agrade concrete, according to the normative sample, a set of three specimens, in standard curing condition, measuring the comp-graded concrete, each pouring a same-7 4、QAY260作业范围图 od to calculate the quantity of sand construction mixture ratio. Concrete slump control in the context of design drawings, ace methrements, workability, slump, sand coarse aggregate size determines the rate, water consumption, and then using absolute volums to determine the strength and durability of cement, water/cement ratio is determined, in accordance with construction requirementncrete mix design, according to material characteristics and construction of concrete requirements, according to design requidegrees module regularly check, if over provides of module 0.2 Shi, Are required to adjust the mix proportion of concrete. cofine egate by fine Orthopedic, and in the aggregate, points warehouse stacked, regularly detection its containing water rate. sandsis, the index qualified rear can using; on mixing and conservation water, with test mortar strength of method for test; aggranaly meet requirements rear can using, cement shipped site Hou, on its volume security, and consistency, fine degrees, do directedntrol (1) raw materials and tie than design gravel material must for chemical nature and the physical properties experiment, ity coof and drainage facilities. 4) means of transport and security and to skid the rain equipment. 7.6 concrete construction qualon. 3) cement temporary facilities such as library, material should be higher than the outside elevation and feature waterproonditifficient number of submersible pumps and water pumps for maintenance, inspection, maintenance, ensure the equipment in good ced. 2) keep drainage facilities clear of aggregates and construction site. Yuqian to dig drainage ditches, equipped with a suhibitmoderation decreases, new pouring concrete to cover with plastic sheeting; heavy rain opened pouring concrete is strictly pro ng the rainy season to prevent settlement of formwork scaffolding during construction, loose; concrete pouring rain, slump inconstruction measure 1) duriater. Concrete suspension and thewith wirements. Substandard concrete warehouses is strictly prohibited. When pouring concrete, is strictly prohibited in the cabin ntrol of concrete in concrete pouring process, hierarchy, order, material thickness, vibrating strictly according to the requity cond excessively reducing collapse; concrete free falling height is greater than 2m, setting the sliding tube feeding. (3) qualport mainly used concrete mixer truck transport. Concrete delivery process should shorten the transport time; stop bleeding atrans ssive strength of 7d, 14d, 28D, and do a test recording, as information. (2) transport of concrete quality control horizontalade concrete, according to the normative sample, a set of three specimens, in standard curing condition, measuring the compregr-graded concrete, each pouring a same-cording to the minimum value in different parts. According to the different parts, with l~48
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