4钢筋计算表15页-secret.doc

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第1页共15页
序号
名 称
计 算 式 及 说 明
单位
数量
计算说明：
1钢筋长度=单根构件钢筋长度（按各种构件钢筋长度计算规则计算）*单根构件钢筋根数*构件根数
2钢筋工程量=相同规格钢筋总长度*该钢筋理论重量
一
砼独立基础
1
DJ—1
⑴
φ14@200
（1.5-0.08）*[(1.5-0.08)/0.2+1]*2*6
m
136.32
2
DJ—2
⑴
φ14@150
（1.9-0.08）*[(1.9-0.08)/0.15+1]*2
m
29.12
⑵
φ12@150
（1.2-0.08）*[(1.2-0.08)/0.15+1]*2
m
29.12
3
DJ—3
⑴
φ16@150
（2.4-0.08）*[(2.4-0.08)/0.15+1]*2*2
m
148.48
4
DJ—4
⑴
φ14@100
（2.7-0.08）*[(2.7-0.08)/0.1+1]*2*6
m
848.88
5
DJ—5
⑴
φ16@150
（2.3-0.08）*[(4.3-0.08)/0.15+1]*3
m
193.14
⑵
φ14@100
（4.3-0.08）*[(2.3-0.08)/0.1+1]*3
m
291.18
(3)
10φ14
(4.3-0.08)*10*3
m
126.6
(4)
φ10@200
（2.3 -0.08）*[(4.3 -0.08)/0.2+1]*3
m
146.52
6
DJ—6
⑴
φ16@100
（2-0.08）*[(4-0.08)/0.15+1]
m
51.84
⑵
φ14@100
（4-0.08）*[(2-0.08)/0.15+1]
m
78.4
(3)
10φ14
(4.3-0.08)*10
m
39.2
(4)
φ10@200
（2 -0.08）*[(4 -0.08)/0.2+1]
m
40.32

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第2页共15页
7
DJ—7
⑴
φ16@100
（2-0.08）*[(4-0.08)/0.15+1]
m
374.48
8
DJ—8
⑴
φ16@100
（3.2-0.08）*[(4.3-0.08)/0.1+1]
m
134.16
⑵
φ16@100
（4.3-0.08）*[(3.2-0.08)/0.15+1]
m
135.04
(3)
φ12@100
（4.3-0.08）*[(3.2-0.08)/0.1+1]
m
135.04
(4)
φ12@100
（3.2-0.08）*[(4.3-0.08)/0.1+1]
m
134.16
砼独立基础钢筋合计
1
Bφ16
148.48+193.14+51.84+51.84+134.16+135.04
m
1041.14
2
Bφ14
78.4+291.18+848.88+29.12+136.32
m
1549.7
3
Bφ12
134.16+135.04+29.12
m
298.32
4
Aφ10
40.32+39.2+146.52+126.6
m
186.84
二
条形基础
1
J1
⑴
φ10
126.48+134.64+35.7+110.16+363.12+363.12
m
1133.22
⑵
φ8
79.634+83.2+16.55+68.3+231.983+231.938
m
711.65
2
J2

m
⑴
φ12
346.761+53.76+31.36+143.36
m
505.12
⑵
φ8
346.761+52.98+30.72+122.30
m
552.76
3
J3
⑴
φ12
42.7+722.443+207.4
m
972.543
⑵
φ8
37.62+649.74+189.6
m
876.96
4
J4
⑴
φ12
(1.4-0.08)*[(7.2+0.55*2-0.08)/0.15]
m
72.6
⑵
φ8
(7.2+0.55*2+6.25*0.008*2-0.08)*[(1.4-0.08)/0.2]
m
58.24

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第3页共15页
5
J5
⑴
φ12
(1.5-0.08)*[(5.2+1.58+0.6+0.55)/0.15]*2
m
147.68
⑵
φ8
(5.2+1.58+0.6+0.55+6.25*0.008*2-0.08)*[(1.5-0.08)/0.2]
m
111.3
条形基础钢筋合计
1
Bφ12
505.12+972.543+72.6+147.68
m
1697.943
2
Bφ10
1133.22
m
1133.22
3
Aφ8
711.65+552.76+876.96+58.24+111.3
m
2314.91
三
基础圈梁
⑴
φ12
66.59+62.016+15.168+56.384+387.824+16.608+200.536+34.456+16.608+99.648+346.208+87.84+30.048+51.648
m
1401.742
⑵
φ6
63.95+129.752+14.83+55.608+15.756+199.262+33.36+16.68+98.24+405.938+92.68+32.438+118.63
m
1990.76
基础圈梁钢筋合计
1
Bφ12
66.59+62.016+15.168+56.384+387.824+16.608+200.536+34.456+16.608+99.648+346.208+87.84+30.048+51.648
m
1401.742
2
Aφ6
63.95+129.752+14.83+55.608+15.756+199.262+33.36+16.68+98.24+405.938+92.68+32.438+118.63
m
1990.76
四
砖混部分基础地梁
1
DL1砖混部分
⑴
φ16
(7.2-0.28*2+35*0.016*2)*2*2
m
31.04
⑵
φ18
(7.2-0.28*2+35*0.018*2)*2*2
m
31.06
⑶
φ8
[(0.25+0.4)*2-8*0.025+27.8*0.008]*[( 7.2-0.28*2-0.05*2)/0.2+1]
m
92.568
2
DKL3
⑴
φ20
(7.2-0.28*2+35*0.02*2)*4*2
m
58.73
⑵
φ12
(7.2-0.28*2+(0.4-0.025)*2)*4*2
m
59.12
⑶
φ8
[(0.25+0.6)*2-8*0.025+27.8*0.008]* [(1.5*0.6-0.05)/0.1+1]* [( 7.2-0.28*2-1.5*0.6*2)/0.2-1]
m
130.9024
3
DKL4
⑴
φ20
(7.2-0.28*2+35*0.02*2)*5*2
m
80.4
⑵
φ12
(7.2-0.28*2+(0.4-0.025)*2)*4*2
m
59.12
⑶
φ8
[(0.25+0.6)*2-8*0.025+27.8*0.008]* [(1.5*0.6-0.05)/0.1+1]* [( 7.2-0.28*2-1.5*0.6*2)/0.2-1]
m
130.9024

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第4页共15页
4
DKL5
⑴
φ20
(6.3 *2+ 6.06+ 1.09*2-0.025*2 +1.2*35*0.02+35*0.02*2)*5*2+[(1.09-0.12)*2+2*35*0.02+2*15*0.02]*2
m
238..18
⑵
φ12
(6.3 *2+ 6.06+ 1.09*2-0.025*2 +35*0.02*8)*4*2
m
189.6
⑶
φ8
[(0.25+0.6)*2-8*0.025+27.8*0.008]* [(1.5*0.6-0.05)/0.1+1]*8+ [( 6.3*2+6.06+1.09*2-0.4*4-1.5*0.6*8)/0.2-5]
m
223.912
砖混基础地梁钢筋合计
1
Bφ20
58.73+80.4+238..18
m
377.31
2
Bφ18
(7.2-0.28*2+35*0.018*2)*2*2
m
31.06
3
Bφ16
(7.2-0.28*2+35*0.016*2)*2*2
m
31.04
4
Bφ12
59.12+59.12+189.6
m
307. 84
5
Aφ8
92.568+130.9024+130.9024+223.912
m
578.2848
五
框架部分基础地梁钢筋
1
DL1框架部分
⑴
Cφ16
(3.6*4-0.13*2+37*0.016*2+1.2*37*0.016*2)*2
m
33.4896
⑵
Cφ18
(3.6*4-0.13*2+8*37*0.018)*2
m
38.936
⑶
Aφ8
[(0.2+0.4)*2-8*0.025+27.8*0.008]*[( 3.6*4+0.12*2-0.05*2)/0.2+1]
m
90.4576
2
DL2框架部分
⑴
Cφ16
(3.6*2—0.125-0.13+37*0.016*2)*2
m
16.258
⑵
Cφ18
(3.6*20.125-0.13+2*37*0.018)*2
m
16.554
⑶
Aφ8
[(0.2+0.4)*2-8*0.025+27.8*0.008]*[( 3.6*2+0.125+0.12-0.025*2)/0.2+1]
m
46.4512
3
DL3框架部分
⑴
Cφ16
(3.6—0.125-0.025+37*0.016*2)*2
m
9.268
⑵
Cφ18
(3.6-0.125-0.25+2*37*0.018)*2
m
9.564
⑶
Aφ8
[(0.2+0.4)*2-8*0.025+27.8*0.008]*[( 3.6+0.225+0.125-0.025*2)/0.2+1]
m
25.6704
4
DKL1框架部分
⑴
Cφ18
(3.6*4-0.33*2+2*37*0.018+2*1.2*37*0.018)*2+(3.6*4-0.33*2-0.45*3+8*37*0.018)*2
m
68.7768

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第5页共15页
⑵
Bφ12
(3.6*4-0.33*2-0.45*3+8*37*0.012)*4
m
63.768
⑶
Aφ8
[(0.25+0.5)*2-8*0.025+27.8*0.008]*[( 1.5*0.5-0.05)/0.1+1]*8+[( 3.6*4-0.33*2-0.45*3-1.5*0.5*8)/0.2-4]
m
121.6608
5
DKL2框架部分
⑴
Cφ20
(3.6*4-0.33*2+2*37*0.020+2*1.2*37*0.020)*2
m
36.62
⑵
Cφ18
(3.6*4-0.33*2+2*37*0.018+2*1.2*37*0.018)*2+(3.6*4-0.33*2-0.45*3+8*37*0.018)*2
m
33.3408
⑶
Bφ12
(3.6*4-0.33*2-0.45*3+8*37*0.012)*4
m
63.768
⑷
Aφ8
[(0.25+0.5)*2-8*0.025+27.8*0.008]*[( 1.5*0.5-0.05)/0.1+1]*8+[( 3.6*4-0.33*2-0.45*3-1.5*0.5*8)/0.2-4]
m
121.6608
6
DKL3框架部分
⑴
Cφ20
(3.6-0.33*2-0.225+2*37*0.020+2*1.2*37*0.02)*2
m
9.05
⑵
Cφ18
(3.6-0.33-0.225+2*37*0.018)*2
m
8.754
⑶
Bφ12
(3.6-0.33-0.225+2*37*0.012)*4
m
15.732
⑷
Aφ8
[(0.25+0.5)*2-8*0.025+27.8*0.008]*[( 1.5*0.5-0.05)/0.1+1]*2+[( 3.6-0.33-0.225-1.5*0.5*2)/0.2-1]
m
17.1912
7
DKL4框架部分
⑴
Cφ20
(5.2*2+2.04-0.33*2+2*37*0.020)*2*2
m
64.88
⑵
Cφ18
(5.2*2+2.04+1.5*2-0.025*2+15*0.018*2)*2*2+(1.5-0.025-0.45+(5.2-0.33*2)+15*0.018)*2*2
m
78.55
⑶
Bφ16
(1.5-0.125-0.025+37*0.016)*2*2
m
7.768
⑷
Bφ14
(5.2*2+2.04+1.5*2+8*37*0.014+15*0.014)*4*2
m
158.352
⑸
Aφ8
{[(0.25+0.5)*2-8*0.025+27.8*0.008]+[(0.25+0.4)*2-8*0.025+27.8*0.008]}*{[( 1.5*0.5-0.05)/0.1+1]*6+[( 5.2*2+
2.04-0.33*2-0.45*2-1.5*0.5*6/0.2-3]+ ( 1.5-0.1-0.025-0.05)/0.1+1]*2)
m
315.7688
8
DKL4框架部分
⑴
Cφ20
(5.2*2+2.04+1.7*2-0.025*2+15*0.02*2)*2*3+（3.6-0.33*2+2*37*0.02）*2*2*3
m
151.38
⑵
Cφ18
(1.7-0.025+0.45+（5.2-0.03*2）/3+15*0.018)*2*2*3
m
46.9
⑶
Bφ16
(1.7-0.025-0.225++37*0.016)*2*2*3+（2.04+2*37*0.016）*2*3
m
43.834
⑷
Bφ14
(5.2*2+2.04+1.7*2-0.025*2+8*37*0.014+15*0.014)*4*3
m
241.728
⑸
Aφ8
{[(0.25+0.5)*2-8*0.025+27.8*0.008]+[(0.25+0.4)*2-8*0.025+27.8*0.008]}*{[( 1.5*0.5-0.05)/0.1+1]*6+[( 5.2*2+
2.04-0.33*2-0.45*2-1.5*0.5*6/0.2-3]+ ( 1.7-0.1-0.025-0.05)/0.1+1]*2)}
m
163.518

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第6页共 15页
框架部分地梁钢筋合计
1
Cφ20
151.38+64.88+9.05
m
261.93
2
Cφ18
38.936+16.554+9.564+68.7768+33.3408+8.754+78.55+46.9
m
301.366
3
Cφ16
33.4896+16.258+9.268+7.768+43.848
m
110.6496
4
Bφ14
158.352+241.728
m
400.08
5
Bφ12
63.768*2+15.732
m
143.268
6
Aφ8
90.4576+46.4512+25.6704+121.6608*2+17.1912+315.7688+163.518
m
902.3788
六
框架梁钢筋

1
L1a
⑴
Cφ18
(3.6-0.28*2+37*0.018*2)*2*2
m
17.488
⑵
Cφ16
(3.6-0.28*2+37*0.016*2)*2*2
m
16.896
⑶
Aφ8
[(0.2+0.5)*2-8*0.025+27.8*0.008]* [(3.6+0.12*2-0.025*2)/0.2+1]
m
56.75376
2
WKL1
⑴
Cφ25
(3.6-0.33*2+37*0.025*2)*4*2
m
38.32
⑵
Cφ22
(3.6-0.33*2+37*0.022*2)*2*2
m
18.272
⑴
Bφ12
(3.6-0.33*2+37*0.012*2)*4*2
m
30.624
⑵
Aφ8
[(0.3+0.6)*2-8*0.025+27.8*0.008]* [(1.5*0.6-0.05)/0.1+1]*2+ [(3.6-0.33*2-1.5*0.6*2)/0.15-1]
m
98.4096
3
WKL2
⑴
Cφ25
(3.6-0.33*2+37*0.025*2)*6*2
m
57.48
⑵
Cφ22
(3.6-0.33*2+37*0.022*2)*2*2
m
18.272
⑴
Bφ12
(3.6-0.33*2+37*0.012*2)*4*2
m
30.624
⑵
φ8
[(0.3+0.6)*2-8*0.025+27.8*0.008]* [(1.5*0.6-0.05)/0.1+1]*2+ [(3.6-0.33*2-1.5*0.6*2)/0.15-1]
m
98.4096
4
WKL3
⑴
Cφ22
(3.6*3-0.4*3+37*0.022*2)*2*2
m
54.768
⑵
Cφ20
(3.6*3-0.4*3-0.025*2+37*0.02*2+1.2*37*0.02)*2*2
m
40.136

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第7页共15 页
⑶
Cφ16
[(1.7-0.2-0.025-0.33*2+1.2*37*0.016) +(1.7-0.2-0.025+37*0.016)]*2*2*2
m
33.1232
⑷
Bφ12
(3.6*3+1.7*2-0.025*2+1.2*37*0.012*2+15*0.015*2)*4*2
m
124.6048/
⑸
Aφ8
{[(0.3+0.6)*2-8*0.025+27.8*0.008]+[(0.3+0.5)*2-8*0.025+27.8*0.008]}*{[(1.5*0.6-0.05)/0.1+1]*6+ [(3.6*3-0.4*2-1.5*0.6*6)/0.2-3]+(1.5*0.5-0.05)/0.1+1}
m
390.4384
5
KL1
⑴
Cφ25
(3.6*4-0.28*2+37*0.025*2+1.2*37*0.025*2)*4*2+（3.6/3*2+0.4）*6*2+(3.6*4-0.28*2+37*0.025*8)*2*4
m
350.832
⑵
Cφ14
(3.6*4-0.28*2+37*0.014*2+1.2*37*0.014)*4*2
m
123.9808
⑶
Aφ8
{[(0.35+0.6)*2-8*0.025+27.8*0.008]+[(0.35-0.025*2-0.025)/3+0.025+(0.6-0.025*2)]*2+27.8*0.008}* [(3.6*4-0.28*2
-0.4*3-0.05*8/0.1 -4]*2
m
883.446
6
KL2
⑴
Cφ25
(3.6-0.28-0.2+31*0.022*2) *4
m
17.936
⑵
Cφ20
(3.6-0.28-0.2+31*0.02*2) *4
m
17.44
⑶
Bφ12
(3.6-0.28-0.2+31*0.012*2) *4
m
15.456
⑷
Aφ8
{[(0.35+0.6)*2-8*0.025+27.8*0.008]+[(0.35-0.025*2-0.025)/3+0.022+(0.6-0.025*2)]*2+27.8*0.008}*
[(3.6-0.28-0.2-0.05*2/0.1 -1]*2
m
111.1808
7
KL3
⑴
Cφ22
(3.6-0.2-0.28+37*0.022*2) *4
m
15.736
⑵
Cφ20
(3.6-0.2-0.28+√(1.38-0.025)^+(0.15-0.025)^+31*0.022*2+15*0.02) *4
m
25.043
⑶
Cφ14
(1.38*2/3+0.4+1.38-0.025+0.4-0.025*4+0.2-0.025)*
m
12.6
⑷
Bφ14
(3.6-0.2-0.28+37*0.014*2) *4
m
16.624
⑸
φ8
{[(0.35+0.6)*2-8*0.025+27.8*0.008]+[(0.35-0.025*2-0.025)/3+0.02+(0.6-0.025*2)]*2+27.8*0.008}*[(3.6-0.28-0.2-0.05*2/0.1+1]+(0.35-0.025*2+2*0.008+1.9*0.008*2+10*0.008*2)*[(1.38-0.025-0.05)/0.1+1)]*2+[(3.6-0.2-0.28-0.05*2)/0.2+1]+[(1.8224+1.5224)/2+(1.4491+1.1657)/2]*[(1.38-0.025-0.05)/0.1+1]0.35-0.025*2+2*0.008+11.9*0.008*2
m
168.445
8
KL4
⑴
Cφ22
(3.6*4-0.2-0.28*2+37*0.022*2+12*37*0.022) *4
m
65.7792
⑵
Cφ20
(3.6*4-0.2-0.28+√(1.38-0.025)^+(0.15-0.025)^+37*0.022*2+15*0.02) *4
m
85.6830
⑶
Cφ14
(1.38*2/3+0.4+1.38-0.025+(0.4-0.025*2)*4+0.2-0.025)*4
m
14.2

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第8页共 15页
⑷
Bφ14
(3.6*4-0.28*2+37*0.014*2+1.2*37*0.014) *4
m
63.412
⑸
Aφ8
{[(0.35+0.6)*2-8*0.025+27.8*0.008]+[(0.35-0.025*2-0.025)/3+0.02+(0.6-0.025*2)]*2+27.8*0.008}*
[(3.6-0.28-0.2-0.05*2/0.1+1]+(0.35-0.025*2+2*0.008+1.9*0.008*2+10*0.008*2)*[(1.38-0.025-0.05)
/0.1+1)]*2+[(3.6-0.2-0.28-0.05*2)/0.2+1]+[(1.8224+1.5224)/2+(1.4491+1.1657)/2]*[(1.38-0.025-0.05)
/0.1+1]0.35-0.025*2+2*0.008+11.9*0.008*2

m

524.1423
9
L1
⑴
Bφ14
(1.7-0.12-0.025+37*0.014+15*0.014) *4*21
m
191.772
⑵
Aφ6
{[(0.15+0.4)*2-8*0.025+27.8*0.006]+[(1.7-0.12-0.2-0.05*2)/0.2+1]
m
179.2224
10
BKL1
⑴
Cφ20
(7.2-0.45+37*0.02*2) *4*2
m
69.96
⑵
Bφ14
(7.2-0.45+37*0.014*2) *4
m
31.144
⑶
Aφ8
[(7.2-0.45*2-0.05*4)/0.1+2]*3.4723+[0.35-0.025*2+(1.9*0.008+10*0.008*2)]*2*[7.2-0.45*2-0.05*4/0.2+2]
m
250.6309
11
BKL2
⑴
Cφ20
(5.2-0.45+37*0.02*2) *8*2
m
99.68
⑵
Bφ14
(5.2-0.45+37*0.014*2) *4*2
m
46.288
⑶
Aφ8
[(5.2-0.45*2-0.05*2)/0.1+2]*3.4723*2+[(5.2-0.4-0.05*2)/0.2+1]*0.35-0.025*2 +(1.9*0.008+10*0.008*2)]*2*2
m
377.9277
12
KL5
⑴
Cφ25
(5.2+2.04-0.45+37*0.025*4) *4*2+(15*0.025+√1.7^+0.15^)*4*2
m
97.1
⑵
Cφ22
(5.2+2.04-0.45+37*0.025*2) *4*2
m
67.344
⑶
Cφ14
[1.7*2/3+0.45+1.7*(0.4-0.025*2)*2+10*0.014]*4*2
m
23.3067
⑷
Bφ14
(5.2+2.04-0.45*3+37*0.014*2) *4*2
m
59.008
⑸
Aφ8
[(5.2+2.04-0.45*2-0.05*4/0.1+2]*3.0668*2+[(1.7-0.05*2)/0.1+1]*3.1115*2+
[(5.2+2.04-0.45-0.05*2)/0.2+2]*0.4-0.025*2 +(1.9*0.008+10*0.008*2)]*2*2+
m
370.6515
13
KL6
⑴
Cφ26
(1.7+5.2*2+2.04-0.025*2+2*37*0.026*2+37*0.026*2)*4*2
m
160..1824

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第9页共15 页
⑵
Cφ25
(1.7+5.2*2+2.04-0.45*4-0.025*2+9*37*0.026)*6*2
m
271.776
⑶
Bφ14
(1.7+5.2*2+2.04-0.025*2+2*37*0.014*2+37*0.014*2)*4*2
m
144.5536
⑷
Aφ8
[(1.7+5.2*2+2.04-0.025*2-0.45*4-0.05*10)/0.1+5]*3.6128*2
m
1805.6774
14
XTL1
⑴
Cφ20
(1.7-0.12+37*0.02+15*0.02-0.025)*4*2
m
20.76
⑵
Cφ14
(1.7-0.12+37*0.014+15*0.014-0.025)*4*2
m
18.264
⑶
Aφ8
[(1.7-0.05*2-0.025)/0.1+5]*2.8315*2
m
94.8553
框架梁钢筋合计
1
Cφ26
160.1824
m
160.1824
2
Cφ25
38.32+57.48+350.832+ 80.32+271.776
m
777.188
3
Cφ22
18.272*2+54.768+17.936+15.736+65.7792+ 67.344
m
257.7472
4
Cφ20
46.136+17.44+25.043+86.683+69.96+99.68+20.76
m
365.702
5
Cφ18
17.488
m
17.488
6
Cφ16
16.896+33.1232
m
50.1092
7
Cφ14
18.264+23.3076+191.772+14.2+12.6+
m
260.1427
8
Bφ14
123.9808+16.624+63.412+31.144+46.288+59.008+144.5536
m
485.0104
9
Bφ12
30.624*2+124.6048+15.456
m
201.3088
10
Aφ8
56.75376+98.4096*2+390.4384+883.446+111.1808+168.445+524.1423+250.6309+
377.9277+370.6515+1805.6774+94.8553
m
4507.3953
11
Aφ6
179.2224
m
179.2224
七
柱筋
1
KZ1 (H3.3)
⑴
Bφ22
（58.536+52.464+43.902+13.116）*2
m
226
⑵
Bφ20
（57.6+51.888+ 28.8+26.136）*2
m
220
⑶
Bφ18
（103.776+28.322+25.944）*2
m
213

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第10页共15 页
⑷
Aφ8
(1.5824+1.1797+1.1837)*57+232.8022
m
683
2
KZ2 (H3.3)
⑴
Bφ22
48.4968+13.1296+80.828+65.648+78.7776
m
619
⑵
Bφ20
61.984+50.944+77.48+191.04+152.832
m
1192
⑶
Aφ8
1264.586+980.5123+398.6195
m
2755
3
GZ1a(砌体加筋) (H19.85)
⑴
Aφ6
1325.52+388.92+777.84+388.92+994.14+12056.52+2744.28
m
18676.14
4
GZ1(H19.8)
⑴
Bφ12
(2.8-0.04+12*0.12+3.3*6-0.03+0.2+6.25*0.012)*14*49
m
4498.004
⑵
Aφ6
0.8868*171*49
m
7430.497
5
GZ1a( H19.8)
⑴
Bφ14
(2.8-0.04+12*0.012+3.6*6-0.03+0.2+6.25*0.014)*4*10
m
1336.96
⑵
Aφ6
0.8868*171*10
m
1516.428
6
GZ2(H119.8)
⑴
Bφ14
(2.8-0.04+12*0.012+3.6*6-0.03+0.2+6.25*0.014)*6*10
m
2005.44
⑵
Aφ6
1.3668*171*2
m
467.4456
7
GZ3(H19.8)
⑴
Bφ12
(2.8-0.04+12*0.012+3.3*6+0.03+0.2+6.25*0.012)*2*22
m
1009.316
⑵
Aφ6
0.3048*171*22
m
1146.657
8
GAZ (H3.3)
⑴
Bφ14
（2.8-0.04+12*0.04+3.2/3）*16+（3.2-3.2/3+1.2*35*0.014+35*0.014）*16
m
115.296
⑵
Aφ10
（（6-0.05*2）/0.1+1）*（0.65*2-8*0.03+27.8*0.01+（0.25-0.03-0.02+0.08）*0.2+27.8*0.01））
m
130.56
柱钢筋合计
1
Aφ6
18676.14+7430.4972+1516.428+467.4456+1146.6576
m
29237.17
2
Aφ10
130.56
m
130.56
3
Aφ8
683+2755
m
3438

钢筋统计表
工程名称：**大学学生宿舍7号楼工程—建筑工程 第11页共 15页
4
Bφ12
1009.316+4498.004
m
5507.32
5
Bφ14
115.296+2005.44+1336.96
m
3457.696
6
Bφ18
（28.322+25.944）*2
m
213
7
Bφ20
1192+220
m
1412
8
Bφ22
619+226
m
845
八
板筋
（一）
框架部分
1
底筋
⑴
Bφ12
19.29*46+8.034*124
m
1883.556
⑵
Lφ8
157.75+1238.28+263.36+33.76
m
1693.15
2
面筋
⑴
Bφ12
21.235*37+8.034*93
m
1532.857
⑵
Lφ8
（3.6*2-0.18*2+30*0.008*2+6.25*0.008*2）*5*2