楼层土建手算书Word格式文档下载.docx
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[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*26*0.395
拉筋a6
1.45
[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*18*0.222
2
LK14
(1)
18.5
(0.4-0.025+15*0.016+2.5+0.6-0.025+15*0.016)*3*1.578
八层工程量运算表(梁部分)
3
KL15(5)
58.31
[0.6-0.025+15*0.016+16.7+0.6-0.025+15*0.016]*2*1.578
[0.6-0.025+15*0.016+16.7+0.6-0.025+15*0.016]*3*1.578
右支座筋c16
4.6
(4.3/3+0.3+4.3/3)*1*1.578
1跨:
12.36
[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*19*0.395
2跨:
27.87
[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*43*0.395
4
KL13(2A)
16.79
(37*0.016+4.6+0.192-0.025)*2*1.578
上通长筋3c16
8.64
[37*0.016+4.6+(0.6-0.025*2)*(1.414-1)-0.025]*1*1.578
17.94
(0.5*0.9+5*0.012+4.6-0.025)*4*0.888
下通长筋1c16
16.35
(37*0.016+4.6-0.025)*2*1.578
八层工程量运算表(梁(钢筋)部分)
下部钢筋1c16
3.68
(12*0.016+2-0.025)*1*1.578
箍筋1c8
12.92
[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*21*0.395
拉筋1a6
1.65
[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*20*0.222
箍筋1a8
14.37
箍筋2a6
1.58
[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*22*0.222
5
KL1
(1)
18.61
(0.4-0.025+15*0.016+2.5+0.5-0.025+15*0.016)*3*1.578
下部钢筋c16
11.83
[2*((0.2-2*0.025)+(0.5-2*0.025))+2*(11.9*0.008)+(8*0.008)]*20*0.395
6
XL2
(1)
10.0
(37*0.016+2.35+0.193-0.025)*2*1.578
八层工程量运算表(梁(钢筋)部分)
8.01
(12*0.016+2.35-0.025)*2*1.578
9.64
(37*0.012+2.35-0.025)*4*0.888
13.79
[2*((0.2-2*0.025)+(0.5-2*0.025))+2*(11.9*0.008)+(8*0.008)]*24*0.395
1.89
(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*26*0.222
7
KL1(8)
13.6
(0.4-0.025+15*0.016+1.6+0.4-0.025+15*0.016)*3*1.578
下部钢筋c12
3.43
(0.4-0.025+15*0.016+1.6+0.4-0.025+15*0.016)*3*0.395
侧面受扭c16
9.78
(0.4-0.025+15*0.012+1.6+0.4-0.025+15*0.012)*4*0.888
10.98
[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*16*0.395
1.33
8
KL2
(2)
25.03
(37*0.016+6.7+0.4-0.025+15*0.016)*2*1.578
下通长筋c18
49.28
(0.65-0.025+15*0.018+6.7+0.4-0.025+15*0.018)*3*1.998
左支座筋c16
2.56
4..31
(1+0.7+1)*1*1.578
28.03
(37*0.012+6.7+0.4-0.025+15*0.012)*4*0.888
(1+0.4-0.05+15*0.016)*1*1.578
17.36
[2*((0.2-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*27*0.395
1.72
9
KL3
(1)
10.65
(0.2-0.025+15*0.016+2.35+37*0.016)*2*1.578
6.34
[2*((0.2-2*0.025)+(0.5-2*0.025))+2*(11.9*0.008)+(8*0.008)]*11*0.395
2跨:
10
KL4(1A)
上通长筋
23.93
(0.2-0.025+15*0.016+6.2+0.192-0.025)*2*1.578
3.26
(0.2-0.025+15*0.016+1600)*1*1.578
右支座筋
(1600+0.8+0.6+0.192-0.025)*1*1.578
7.64
(1200+0.8+0.75*0.6)*2*1.578
下通长筋
30.67
(0.2-0.025+15*0.016+6.2-0.025)*3*1.578
箍筋
18.91
[2*((0.2-2*0.025)+(0.5-2*0.025))+2*(11.9*0.008)+(8*0.008)]*32*0.395
4.03
[2*((0.2-2*0.025)+(0.5-2*0.025))+2*(11.9*0.008)+(8*0.008)]*7*0.395
11
KL5
(2)
上通长筋c18
22.04
(0.5-0.025+15*0.018+4.1+0.4-0.025+15*0.018)*2*1.998
左支座筋c18
7.13
(0.5-0.025+15*0.018+1.025)*2*1.998
跨中筋c18
(45*0.018-4.1/3+4.1+45*0.018-4.1/3)*1*1.998
右支座筋c18
6.49
(1.025+0.4-0.025+15*0.018)*2*1.998
21.12
(37*0.012+4.1+0.4-0.025+15*0.012)*6*0.888
侧面受扭筋c18
21.49
箍筋a10
44.65
[2*((0.2-2*0.025)+(0.8-2*0.025))+2*(11.9*0.01)+(8*0.01)]*34*0.617
0.23
[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*33*0.222
12
L3
(1)
上通长筋c12
3.01
(0.2-0.025+15*0.012+0.96+0.2-0.025+15*0.012)*2*0.888
下部钢筋c14
3.24
(12*0.014+0.96+12*0.014)*2*1.208
箍筋a6.5
1.62
[2*((0.12-2*0.025)+(0.4-2*0.025))+2*(75+1.9*0.0065)+(8*0.0065)]*6*0.26
13
KL7
(2)
19.86
[(0.6-0.025+15*0.016+6.8+0.6-25+15*0.016)/2]*3*1.578
27.9
(37*0.012+6.8+37*0.012)*4*0.888
39.95
[(0.6-0.025+15*0.016+6.8+0.6-0.025+15*0.016)/2]*3*1.578
18.33
[2*((0.02-2*0.025)+(0.6-2*0.025))+2*(11.9*0.008)+(8*0.008)]*28*0.395
14
KL9
13.3
[(0.2-0.025+15*0.016+7.6+0.2-0.025+15*0.016)/2]*2*1.578
4.32
(3.7/3+0.204+3.7/3)*1.578
8.11
[(0.2-0.025+15*0.016+7.6+0.2-0.025+15*0.016)/2]*3*1.578
6.54
[2*((0.2-2*0.025)+(0.4-2*0.025))+2*(11.9*0.008)+(8*0.008)]*13*0.395
15
KL11(3B)
[(0.192-0.025+14.9+0.192-0.025)/2]*2*1.578
23.99
(0.9+5.65/3+8+0.192-0.025)*1*1,578
17.03
(37*O.O2+6-0.025)*3*2.446
下通长筋c20
49.81
(45*0.016-5.65/4+5.65+45*0.016-5.65/4)*2*1.578
跨中筋c16
13.55
[2*((0.2-2*0.025)+(0.5-2*0.025))+2*(11.9*0.008)+(8*0.008)]*18*0.395
5.34
箍筋2a8
6.52
16
KL12(3)
34.99
(0.4-0.025+15*0.016+10.1+0.4-0.025+15*0.016)*2*1.578
2.94
(0.4-0.025+15*0.016+3.6/3)*1*1.578
4.2
(3.6/3+0.2+3.6/3)*1*1.578
68.31
(0.4-0.025+15*0.018+10.1+0.4-0.025+15*0.018)*3*1.998
15.94
[2*((0.2-2*0.025)+(0.45-2*0.025))+2*(11.9*0.008)+(8*0.008)]*30*0.395
17
11.77
(0.4-0.025+15*0.018+1.6+0.4-0.025+15*0.018)*2*1.998
5.56
(0.4-0.025+15*0.018+1.6+0.4-0.025+15*0.018)*1*1.998
14.34
(0.4-0.025+15*0.012+1.6+0.4-0.025+15*0.012)*6*0.888
17.53
(0.4-0.025+15*0.018+1.6+0.4-0.025+15*0.018)*3*1.998
13.01
[2*((0.2-2*0.025)+(0.8-2*0.025))+2*(11.9*0.008)+(8*0.008)]*16*0.395
[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*27*0.222
18
L2
(2)
13.49
(0.2-0.025+15*0.016+3.4+0.2-0.025+15*0.016)*2*1.578
11.92
(12*0.016+3.4+12*0.016)*2*1.578
2.78
[2*((0.2-2*0.025)+(0.4-2*0.025))+2*(75+1.9*0.065)+(8*0.065)]*9*0.26
[2*(0.2-2*0.025)+(0.4-2*0.025))+2*(75+1.9*0.0065)+(8*0.065)]*9*0.26
19
L4
(1)
上通长筋c14
5.78
(0.2-0.025+15*0.014+1.7+0.168-0.025)*2*1.208
5.93
(12*0.016+1.7-0.025)*2*1.578
8.99
[2*((0.2-2*0.025)+(0.4-2*0.025))+2*(11.9*0.008)+(8*0.008)]*18*0.395
20
L6
(1)
12.58
(0.2-0.025+15*0.016+3.1+0.2-25+15*0.016)*2*1.578
16.77
(12*0.016+3.1+12*0.016)*2*1.578
箍筋c6.5
6.09
[2*((0.2-2*0.025)+(0.5-2*0.025))+2*(75+1.9*0.0065)+(8*0.0065)]*16*0.26
21
KL10
(1)
14.99
(0.4-0.025+15*0.014+4.25+45*0.014-4.25/3)*1.208*3
9.08
(4.25/3+0.3-0.025+15*0.016)*3*1.578
18.45
(4.25/3+0.3-0.025+15*0.012)*4*0.888
下部钢筋1c18
21.74
(0.4-0.025+15*0.018+4.25+0.3-0.025+15*0.018)*2*1.998
下部钢筋3c18
(0.4-0.025+15*0.018+4.25+0.3-0.025+15*0.018)*2*1.998)*2*1.998
26.34
(0.4-0.025+15*0.008+4.25+0.3-25+15*0.008)*43*0.395
3.25
[(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)]*44*0.222
22
L5
(2)
13.21
(0.2-0.025+15*0.016+3.3+0.2-0.025+15*0.016)*2*1.578
(1.6/3+0.2+1.6/3)*1*1.578
6.3