试验月报L8文档格式.docx

1、混凝土生产系统人工砂103混凝土生产系统粗骨料26139水泥8858.1t52次/170.3t5503.730次/183.5t1340.06t7次/191.4t次/ 200400t减水剂83t次/8.3t40t次/13.3t次/ 50t粉煤灰1530.1t11次/191.75t1440.06t次/1t535.76次/167.88t次/ 200t引气剂1.052次/0.525t1.05t次/ 5t附表3-2粉煤灰检测结果统计表（WFM-L8-008、WFM-L8-009，WFM-L8-006报告待报）厂家品种组数项 目细度（%）需水量比（%）烧失量（%）含水（%）CaO（%）三氧化硫（%）江苏谏

2、壁最大值9.6883.90.8最小值8.93.70.5平均值9.23.80.6合格率（%）100DL/T5055-2007 （I级煤灰）12955.01.03.0 附表3-3水泥检测结果统计（SN-L8-012- SN-L8-020）凝结时间（h:min）安定性抗压强度（MPa）抗折强度标准稠度（%）初凝终凝3d28dP.O42.52:3:15合格33.558.26.29.025.91:5530.8565.58.325.2040331.957.25.98.725.6合格率GB175-2007（P.O42.5）0:4510:17.042.53.56.5附表3-4减水剂检测结果统计表（JSJ-L8

3、-003- JSJ-L8-006、JSJ-L8-004结果待报）序号凝结时间差（min）抗压强度比（%）减水率（%）含气（%）相对耐久性（200次）/%收缩率比（%）厂家品种7d110511515213813024.1浙江五龙16015125.42.911014513626.12.8GB 8076-2008+90125120144.5135缓凝高效减水剂附表3-5砂石加工系统细骨料检测明细表标段产地品种细度模数超径（%）含泥量（%）石粉含量（%）吸水率（%）饱和面干表观密度（kg/m3）人工砂3.315.026503.011.52.026003.113.72.52620规定值3618附表3-6

4、砂石加工系统粗骨料检测明细表附表3-7混凝土生产系统细骨料检测明细表（XGL-L8-001-XGL-L8-008）规格逊径（%）针片状 （%）压碎指标（%）饱和面干密度（kg/m3）碎石5-15527002680426900.75-2026600.3267020-400.440-800.2堆积密度（Kg/m3）3.515.416.01.82.67.01.611.21.781.527100.980.914.327200.766.610.0附表3-8混凝土生产系统粗骨料检测明细表（CGL-L8-001-CGL-L8-019）附表4-1混凝土取样情况统计分析表（截止L8H-199）砼设计强度砼（m3

5、）检测项目取样组数实际取样频率规范要求备注C25F50W8241816151.1m3/次200m3/次结果待报C25F10021070m3/次C2015122365.7m3/次C25198.528.4m3/次附表4-2硬化混凝土结果明细表（L8H-075-L8H-147）部位桩号、高程成型日期混凝土设计指标抗压强度（MP）下水库排水明渠垫层混凝土2+820.0962+923.5962012.03.2635.3下水库沉砂池挡墙混凝土岸0+732.5813+718.225C1528.3路面混凝土（1#排水洞）排KO+90KO+20C3039.7排2+591排2+70020125.03.2635.4

6、排2+447排2+59136.62012.03.2727.1下水库进水口贴坡混凝土岸1+770.7911+781.2541.9下水库排水明渠混凝土排3+061.589排3+073.589边墙排3+154.273排3+164.773边墙37.2排2+447.586排2+459.586底板41.8尾水系统2#尾水主洞衬砌混凝土1+016.51+028.52012.03.2837.51#排水洞路面混凝土排KO+20KO-2046.4下水库排水明渠垫层、底板混凝土边墙排2+264排2+276排2+300排2+312垫层排2+7002+820排2+923.5962+988.58939.3下水库排水明渠混

7、凝土排2+411.586排2+399.586排3+175.273排3+185.773底板排2+459.5862+471.58628.1施工支洞混凝土衬砌支0+188.5-45.63338.5排3+097.587排3+107.587排2+832.0962+844.09627.7尾水系统1#尾水主洞衬砌混凝土第七单元0+933.2250+945.22540.7均质土坝补水管垫层坝上0+5坝上0+3029.8排2+944.5962+955.09628.61+028.551+040.541.6排2+324排2+336排2+591.5862+603.586排2+567.5862+579.586排2+49

8、4.5962+505.09630.9排2+965.5962+976.589排2+628.0962+640.0962012.03.2930.2排2+515.596排2+526.815排2+472.0962+484.09631.8排2+976.5892+988.589底板排2+640.0962+652.096底板 排3+072.5893+084.589边墙2012.04.0232.0排2+505.096排2+515.596底板排2+944.5962+955.096边墙31.7尾水系统1#尾水主洞上半洞衬砌第8单元0+945.2250+957.22534.6排2+652.0962+664.096排2

9、+820.0962+832.096排2+494.596排2+505.096排2+592.096排2+604.0962012.04.0341.0尾水系统2#尾水主洞上半洞衬砌0+040.51+052.52012.04.0432.9排2+676.0962+664.096底板排2+494.5962+505.096边墙 排2+526.8962+537.315底板42.3排1+875.51+881.5底板排2+965.5962+976.589边墙 排2+832.0962+844.096边墙 排2+616.0962+628.096边墙排2+808.0962+820.096底板 排2+856.0962+86

10、8.096底板2012.04.05排2+844.0962+856.096底板 排2+934.0962+944.596底板2012.04.0631.3C1标下水库排水明渠排2+868.096排2+880.096底板排2+955.096排2+965.596底板 排2+484.0962+494.596边墙 排2+580.0962+592.096底板排3+049.5893+061.589边墙 排2+652.0962+664.096边墙排2+676.0962+688.096底板2012.04.08C4标尾水系统1#尾水主洞上半洞衬砌第9单元0+957.2250+969.225C1标下水库均质土坝补水管混

11、凝土垫层坝上0+30坝下0+30排2+727.0962+784.096底板排2+977.5892+989.589边墙2012.04.0937.4C2标1#排水洞排水沟排K0+235K0+185左侧34.2C4标尾水系统2#尾水主洞上半洞衬砌1+052.51+064.536.135.6排1+875.5排1+881.5边墙排2+537.315排2+547.815底板 排2+844.0962+856.096边墙排2+923.5962+934.096底板 排2+688.0962+700.096底板 排2+820.0962+832.096边墙排2+515.5962+527.815边墙41.7C1标下水库

12、排水明渠混凝土排1+875.5排1+881.5边墙 排2+547.8152+558.315底板排2+688.0962+700.096底板 排2+760.096 2+772.096底板 排2+923.5962+934.096边墙 排2+955.0962+965.596边墙 2012.04.12排 2+2402+252边墙 排2+628.0962+640.096边墙排2+580.0962+592.096边墙排2+880.0962+892.096底板排2+913.0962+923.596底板36.8C2标1#排水洞左侧排K0+185K0+14032.2排2+700.0962+712.096底板排2+

13、784.0962+796.096底板排2+664.0962+676.096边墙排1+781.251+769.25底板排2+640.0962+616.096底板排2+989.5893+001.589底板排2+856.0962+868.096边墙 排2+868.0962+880.096边墙C1标补水管垫层33.2排2+558.3152+568.815底板排2+537.3152+547.815边墙 排2+808.0962+820.096边墙 2012.04.1333.1C1标结构混凝土6#观测台底板平台及柱主坝0+5780+573坝0+171坝0+175.85334.7C4标尾水系统1#尾水主洞衬砌

14、10单元0+969.2250+981.2252012.04.1432.3C2标1#排水洞右侧排水沟排K0+230排K0+185C1标排水明渠排2+892.0962+902.596底板 排2+902.5962+913.096底板排2+796.0962+808.096底板 排2+640.0962+652.096边墙 排2+568.8152+580.096底板 排2+505.0962+515.596边墙 35.937.1排2+913.0962+923.596边墙 排2+934.0962+944.596边墙 排2+3402+380垫层39.2C1标尾水系统工程2#尾水主洞衬砌1+064.51+076.52012.04.1534.02012.04.1634.1排2+712.0962+724.096底板 排2+772.0962+784.096边墙 排2+604.0962+616.096边墙 排2+358.2842+368.784底板 排2+368.7842+379.284底板排2+748.0962+760.096底板 排2+700.0962+712.096边墙 排2+880.0962+892.096边墙 排1+781.251+769.25边墙 30.7排2+796.0962+808.096边墙 排2+989.5893+001.589边墙 排3+185.7733+196