混凝土抗压强度统计评定表Word文档格式.docx
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52.7
A区一层15-22轴框架柱、剪力墙及剪力墙件暗柱
2012-7-5
HY201203377
52.1
104
HY201203378
51.8
20
HY201203379
48.8
98
A区一层23-30轴框架柱、剪力墙
2012-7-8
HY201203516
8
HY201203519
53.2
106
A区二层8--15轴框架柱、剪力墙及剪力墙件暗柱
2012-7-19
HY201203926
57.7
77
HY201203927
56.9
114
A区二层15-23轴框架柱、剪力墙及剪力墙件暗柱
2012-7-24
HY201204131
64.7
129
HY201204132
75.6
151
HY201204133
75.0
150
A区三层8--15轴框架柱、剪力墙及剪力墙件暗柱
2012-8-4
HY201204518
69.8
140
80
HY201204519
63.8
128
单位工程技术负责人:
质检员:
资料员:
C02-3-07-002
A区三层15-23轴框架柱、剪力墙及剪力墙件暗柱
2012-8-6
HY201204609
73.2
146
60
HY201204610
73.9
148
A区四层8—15轴框架柱、剪力墙及剪力墙件暗柱
2012-8-20
HY201205343
68.0
136
A区四层8--15轴框架柱、剪力墙及剪力墙件暗柱
70
HY201205363
65.2
130
A区四层15-23轴框架柱、剪力墙及剪力墙件暗柱
2012-8-23
HY201205484
69.1
138
HY201205485
68.6
137
A区五层8-15轴框架柱、剪力墙及剪力墙件暗柱
2012-8-29
HY201205773
67.9
50
HY201205774
A区五层15-23轴框架柱、剪力墙及剪力墙件暗柱
2012-8-31
HY201205872
68.2
HY201205873
66.2
132
A区六层8--15轴框架柱、剪力墙及剪力墙件暗柱
2012-9-7
HY201206120
64.4
HY201206123
62.9
126
A区六层15-23轴框架柱、剪力墙及剪力墙件暗柱
2012-9-9
HY201206197
67.4
135
HY201206198
61.8
124
B区一层框架柱、剪力墙
及剪力墙件暗柱
2012-6-23
HY201202921
C02-3-07-003
HY201202922
58.0
116
B区二层框架柱、剪力墙
2012-7-13
HY201203701
48.6
97
HY201203702
47.6
95
HY201203703
50.0
B区三层框架柱、剪力墙
2012-7-30
HY201204322
72.7
145
25
HY201204325
74.7
149
C区一层B1-B8框架柱、
剪力墙及剪力墙件暗柱
HY201203508
48.4
HY201203521
50.5
101
C区二层框架柱、剪力墙
2012-7-26
HY201204197
57.2
40
HY201204198
62.0
C区三层框架柱、剪力墙
2012-8-10
HY201204827
58.4
117
HY201204828
52.4
A区二层8-15轴
柱端、墙端
2012-7-29
HY201204304
71.4
143
A区二层15--23轴
2012-8-1
HY201204432
69.4
139
A区三层8-15轴
2012-8-16
HY201205155
73.6
147
C02-3-07-004
A区三层15--23轴
2012-8-17
HY201205215
66.8
134
A区四层8-15轴
2012-8-26
HY201205614
66.4
133
A区四层15--23轴
2012-8-28
HY201205735
53.7
107
A区五层8-15轴
2012-9-4
HY201205986
70.9
142
A区五层15--23轴
2012-9-6
HY201206071
69.9
A区六层8-15轴
2012-9-13
HY201206366
64.0
A区六层15--23轴
2012-9-14
HY201206400
66.6
B区二层
HY201204130
65.4
131
B区三层
HY201204813
57.1
C区二层
HY201204520
67.2
C区三层
2012-8-19
HY201205299
62.3
125
C02-3-07-005
B区四层框架柱、剪力墙
C40
2012-8-14
HY201205037
62.7
157
n=6.00
λ1=
λ2=
mfcu=57.15
=
fcuk=40.00
fcumin=52.10
Mfcu≥1.15fcuk=46
fcumin≥0.95fcuk=38
HY201205038
59.8
C区四层框架柱、剪力墙
2012-8-24
HY201205520
56.8
HY201205521
55.6
B区四层
2012-8-21
HY201205386
55.9
C区四层
2012-8-30
HY201205800
C02-3-07-006
A区一层1-8轴梁板
C30
2012-7-7
HY201203472
32.6
109
n=84
mfcu=40.94
=6.02
fcuk=30.0
fcumin=27.8
Mfcu≥0.9fcuk+λ1Sfcu=32.72
fcumin≥λ2fcuk=25.5
HY201203473
29.5
HY201203474
27.8
93
75
HY201203475
28.8
96
A区一层8-15轴
梁板楼梯
2012-7-11
HY201203621
42.8
HY201203622
40.2
HY201203623
41.4
HY201203624
43.9
HY201203640
40.8
HY201203644
38.9
HY201203645
39.9
HY201203646
41.7
A区一层15-23轴
200
2012-7-17
HY201203838
34.2
HY201203839
31.0
103
HY201203840
32.4
108
C02-3-07-007
HY201203841
33.2
111
HY201203842
33.8
113
HY201203843
34.0
A区一层23-30轴
HY201204007
35.4
118
2012-7-21
HY201204020
HY201204021
34.7
HY201204022
33.9
30
HY201204023
34.6
梁、现浇板、楼梯
HY201204305
39.2
HY201204306
39.0
A区二层15-23轴
HY201204418
39.3
HY201204419
HY201205128
45.7
152
HY201205129
46.2
154
HY201205162
45.5
C02-3-07-008
A区三层15-23轴
HY201205185
45.8
153
HY201205213
45.0
HY201205214
44.2
HY201205611
41.1
HY201205612
HY201205613
42.6
A区四层15-23轴
HY201205733
31.9
HY201205734
30.5
102
HY201205984
44.0
HY201205985
41.5
A区五层15-23轴
HY201206072
43.2
144
HY201206073
HY201206364
47.5
158
81
HY201206365
48.0
160
A区六层15-23轴
HY201206401
46.7
156
C02-3-07-009
HY201206402
42.2
141
B区一层
HY201203470
31.2
65
HY201203471
31.6
HY201204128
32.2
HY201204129
34.9
HY201204810
46.4
155
HY201204811
46.6
10
HY201204812
HY201205376
50.8
169
HY201205377
54.3
1
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