混凝土抗压强度统计评定表Word文档格式.docx

1、52.7A区一层15-22轴框架柱、剪力墙及剪力墙件暗柱2012-7-5HY20120337752.1104HY20120337851.820HY20120337948.898A区一层23-30轴框架柱、剪力墙2012-7-8HY2012035168HY20120351953.2106A区二层8-15轴框架柱、剪力墙及剪力墙件暗柱2012-7-19HY20120392657.777HY20120392756.9114A区二层15-23轴框架柱、剪力墙及剪力墙件暗柱2012-7-24HY20120413164.7129HY20120413275.6151HY20120413375.0150A区三

2、层8-15轴框架柱、剪力墙及剪力墙件暗柱2012-8-4HY20120451869.814080HY20120451963.8128单位工程技术负责人: 质检员: 资料员: C02-3-07-002A区三层15-23轴框架柱、剪力墙及剪力墙件暗柱2012-8-6HY20120460973.214660HY20120461073.9148A区四层815轴框架柱、剪力墙及剪力墙件暗柱2012-8-20HY20120534368.0136A区四层8-15轴框架柱、剪力墙及剪力墙件暗柱70HY20120536365.2130A区四层15-23轴框架柱、剪力墙及剪力墙件暗柱2012-8-23HY2012

3、0548469.1138HY20120548568.6137A区五层8-15轴框架柱、剪力墙及剪力墙件暗柱2012-8-29HY20120577367.950HY201205774A区五层15-23轴框架柱、剪力墙及剪力墙件暗柱2012-8-31HY20120587268.2HY20120587366.2132A区六层8-15轴框架柱、剪力墙及剪力墙件暗柱2012-9-7HY20120612064.4HY20120612362.9126A区六层15-23轴框架柱、剪力墙及剪力墙件暗柱2012-9-9HY20120619767.4135HY20120619861.8124B区一层框架柱、剪力墙及

4、剪力墙件暗柱2012-6-23HY201202921 C02-3-07-003HY20120292258.0116B区二层框架柱、剪力墙2012-7-13HY20120370148.697HY20120370247.695HY20120370350.0B区三层框架柱、剪力墙2012-7-30HY20120432272.714525HY20120432574.7149C区一层B1-B8框架柱、剪力墙及剪力墙件暗柱HY20120350848.4HY20120352150.5101C区二层框架柱、剪力墙2012-7-26HY20120419757.240HY20120419862.0C区三层框架柱、

5、剪力墙2012-8-10HY20120482758.4117HY20120482852.4A区二层8-15轴柱端、墙端2012-7-29HY20120430471.4143A区二层15-23轴2012-8-1HY20120443269.4139A区三层8-15轴2012-8-16HY20120515573.6147 C02-3-07-004A区三层15-23轴2012-8-17HY20120521566.8134A区四层8-15轴2012-8-26HY20120561466.4133A区四层15-23轴2012-8-28HY20120573553.7107A区五层8-15轴2012-9-4HY

6、20120598670.9142A区五层15-23轴2012-9-6HY20120607169.9A区六层8-15轴2012-9-13HY20120636664.0A区六层15-23轴2012-9-14HY20120640066.6B区二层HY20120413065.4131B区三层HY20120481357.1C区二层HY20120452067.2C区三层2012-8-19HY20120529962.3125 C02-3-07-005B区四层框架柱、剪力墙C402012-8-14HY20120503762.7157n=6.00 1= 2=mfcu=57.15=fcuk=40.00fcumin

7、=52.10Mfcu1.15fcuk =46fcumin 0.95 fcuk=38HY20120503859.8C区四层框架柱、剪力墙2012-8-24HY20120552056.8HY20120552155.6B区四层2012-8-21HY20120538655.9C区四层2012-8-30HY201205800 C02-3-07-006A区一层1-8轴梁板C302012-7-7HY20120347232.6109n=84mfcu=40.94=6.02fcuk=30.0fcumin=27.8Mfcu0.9 fcuk+1 Sfcu=32.72fcumin 2 fcuk=25.5HY201203

8、47329.5HY20120347427.89375HY20120347528.896A区一层8-15轴梁板楼梯2012-7-11HY20120362142.8HY20120362240.2HY20120362341.4HY20120362443.9HY20120364040.8HY20120364438.9HY20120364539.9HY20120364641.7A区一层15-23轴2002012-7-17HY20120383834.2HY20120383931.0103HY20120384032.4108 C02-3-07-007HY20120384133.2111HY201203842

9、33.8113HY20120384334.0A区一层23-30轴HY20120400735.41182012-7-21HY201204020HY20120402134.7HY20120402233.930HY20120402334.6梁、现浇板、楼梯HY20120430539.2HY20120430639.0A区二层15-23轴HY20120441839.3HY201204419HY20120512845.7152HY20120512946.2154HY20120516245.5 C02-3-07-008A区三层15-23轴HY20120518545.8153HY20120521345.0HY

10、20120521444.2HY20120561141.1HY201205612HY20120561342.6A区四层15-23轴HY20120573331.9HY20120573430.5102HY20120598444.0HY20120598541.5A区五层15-23轴HY20120607243.2144HY201206073HY20120636447.515881HY20120636548.0160A区六层15-23轴HY20120640146.7156 C02-3-07-009HY20120640242.2141B区一层HY20120347031.265HY20120347131.6HY20120412832.2HY20120412934.9HY20120481046.4155HY20120481146.610HY201204812HY20120537650.8169HY20120537754.31