t土壤(重型击实)最大干密度与最佳含水量试验报告.doc
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1、Gay is now a provincial key construction project of aluminum Ltd-province with an annual output of 50,000 tons of technical innovation project of environmental protection and energy saving of electrolytic aluminum project manager. In this technological transformation projects, he has overall respons
2、ibility for the day-to-day affairs of the project. In order to ensure that southern companys control the scale of investment, strengthen field management, pay special attention to project progress, and ensure a successful operation, the overall goal. He and Engineering Department under the leadershi
3、p of all the staff in the companys technical command, on the difficulties and to overcome technical difficulties in the process, work hard, have made outstanding achievements, mainly reflected in the following aspects: first, careful organization and management achieved remarkable results. Technical
4、 innovation project of the year, started and completed a series of bids and completed to date, from production engineering to put into production after nearly a year, has achieved very significant results. A project first 56 slots from dismantling the old slot just 168 days, civil engineering, insta
5、llation, commissioning, guarantee engineering quality under the premise, on the production side transformation under difficult conditions, created the national industrys fastest speeds. II 32 large prebaked electrolytic cell on November 7 has been installed, marks has an annual production capacity o
6、f 50,000 tons of electrolytic aluminum production capacity of aluminum. Entire project almost 8 months earlier than planned, achieved the goal of production transformation benefits that year, created favorable conditions for aluminum through South. Second, effectively control the investment. Project
7、 is subject to a scientific approach to bidding, bidding to make savings of 20 million Yuan, in the implementation process of the project, every domestic prices of steel, cement and other building materials, the old buildings on the base encountered great difficulties in dealing with significant inc
8、rease in the volume of civil engineering, but through rationalization and optimization, project control in fixed investment of 350 million Yuan. Third, environmental energy-saving effect of the project. Project investment of nearly 30 million Yuan, using large prebake technology and aluminum oxide d
9、ense phase and hyper dense phase conveying technology, fluoride and other harmful gases purification efficiency of up to 98%. Compared with Soderberg cell before the modification, power consumption can be reduced by 1500 tons of electrolytic aluminum, and project environmental protection and energy
10、saving effect is obvious. Four are in a relatively short period of time to the normal production. After four months of efforts, a project has put into operation all the 54 240KA large cell into regular production, stable current channel conditions and all the economic indicators are good, current ef
11、ficiency in October had reached 93%, is close to and reach the domestic advanced level. In the case of production half of the cell, this effect can be achieved and better level in the industry. 50,000 tons of electrolytic modification process, from preliminary study to equipment selection, cost cont
12、rol, project progress, quality control and coordination among the various sub-projects and various professional, technical command under the correct leadership, both from an overall perspective, emphasis on integrity, and earnestly implement the relevant laws and regulations, strictly act according
13、to the contract. He tried to learn relevant knowledge, good style of business, operational and organizational coordination ability, project efficiency, quality and safety assurance system in place, with all units involved with the coordination and good .第三节 施工检(试)验报告目 录土壤(重型击实)最大干密度与最佳含水量试验报告219土壤(轻
14、型击实)最大干密度与最佳含水量试验报告220土路基压实度试验记录221填石路堤压实度(灌砂法)检验报告222填石路堤压实度(灌砂法)试验记录223填石路堤弯沉测定检验报告225填石路堤弯沉测试记录表226粗集料筛析试验报告227细集料筛析试验报告230水泥稳定碎(砾)石基层混合料掺配试验报告232水泥稳定土击实试验报告233水泥稳定碎石(砾石)基层试压报告234水泥稳定碎石(砾石)基层配合比试验报告235沥青混合料压实度(蜡封法)试验记录236混凝土强度(性能)试验汇总表237混凝土配合比试验报告238混凝土试块抗压强度检验报告239混凝土试块抗压强度统计、评定记录240混凝土试块抗折强度检验
15、报告241混凝土试块抗折强度统计、评定记录242混凝土试块抗渗检验报告243砂浆配合比试验报告244砂浆试块抗压强度检验报告245砂浆试块强度统计评定记录246砂浆试块强度试验汇总表247回弹法检测混凝土抗压强度报告248钢筋焊接检验报告249焊缝质量综合评级汇总表250土壤(重型击实)最大干密度与最佳含水量试验报告表工程名称: 取样日期: 试验日期: 取土地点: 土壤种类: 落距:45cm 每层击数:98 击锤质量:4.5kg 施工单位: 模筒体积(cm3)2177试验次数123456模筒+湿土质量(g)8361848586338478模筒质量(g)4020402040204020湿土质量(
16、g)4232446546134458土壤湿密度(g/cm3)1.9442.0512.1192.048含水量之测定铝盒号码12345678盒+湿土质量(g)36.337.437.836.636.737.437.537.3盒+干土质量(g)34.135.135.334.233.834.434.334.1铝盒质量(g)16.317.417.816.616.717.417.517.3水份质量(g)2.22.32.52.42.93.03.23.2干土质量(g)17.817.717.517.617.117.016.816.8含水量(%)12.413.014.313.617.017.619.019.0平均含
17、水量(%)12.714.017.319.0土壤干密度(g/ cm3)1.7251.7991.8061.721 审核 计算 试验 土壤(轻型击实)最大干密度与最佳含水量试验报告 工程名称: 取样日期: 试验日期: 施工单位: 取土地点: 土壤种类: 每层击数 27 击锤质量:2.5kg 落距:30cm 模筒体积(cm3)997试验次数123456模筒+湿土质量(g)380639424079414341014027模筒质量(g)208020802080208020802080湿土质量(g)172618621999206320211947土壤湿密度(g/cm3)1.7311.8682.0052.06
18、92.0271.953含水量之测定铝盒号码025465949831189780398125盒+湿土质量(g)81.585.380.874.384.782.886.381.888.389.787.385.1盒+干土质量(g)77.680.676.170.478.677.079.475.779.981.178.476.5铝盒质量(g)40.740.740.740.740.740.740.740.740.740.740.740.7水份质量(g)3.94.74.73.96.15.86.96.18.48.68.98.6干土质量(g)36.939.935.429.737.936.338.735.039.2
19、40.437.735.8含水量(%)10.611.813.313.116.116.017.817.421.421.323.624.0平均含水量(%)11.213.216.117.621.423.8土壤干密度(g/ cm3)1.5571.6501.7271.7591.6701.578审核 计算 试验 土路基压实度试验记录 工程名称: 施工单位: 分项工程: 击实种类: 试验日期: 取样桩号及井号取 样 深 度取 样 位 置土 样 种 类湿密度环刀号环刀+土质量 (g)环刀质量 (g)土质量(g)环刀容积 (cm3)湿密度 (g/cm3)干密度盒号盒+湿土质量 (g)盒+干土质量 (g)水质量 (
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- 土壤 重型 大干 密度 最佳 含水量 试验报告
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