[最简]钢筋工程量计算表格(自动计算)

钢筋工程量计算表格(图)

0 0 0
0.000 0.000 0.000
-1 排
300 × 800 2 排
B A 6.5
250
X 270
750
@ 100 200 @ 400
2000 400
0 0
1 1
0 0 0
0.000 0.000 0.000 0.000 0.000 0.000
× 60 × 0
B B 0 A 8
面筋 4条
-50 10
备注
C C C C C C C C C C C C C C C C B
16
0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5000 0
0 320 0 0
300
650
60
650
0
0 920
2
1500 2640 2220 1940 540 540 @ 150 @ 150 1960 1660
件数
总根重量(T) 数
0.000
备注
× -1 排
B A 6.5
-50
X -30
-50
@ 100 200 @ 400
(200) 100
0 0
1 1
0 0
0.000 0.000
400 × 200 × 0
B B 0 A 8
面筋 4条
350 150
X X 370 板底筋
-50 -50
@ 100 200 @ 100 200 @ 400
钢筋工程量计算表
工程名称:
工程部位名称：
构件名称编规直号格径
下料长单件度(mm) 根数
钢筋形状尺寸

钢筋工程量计算表格图

0.000 封顶钢筋实量
2100
0
2100 0 1
0
0.000
0
0 01 0
0.000
预埋
0
0 01
0
0.000
630
630
10
0.000
预埋
50
50
1
0
0.000
1
0
0.000
0
@0
0 #### 1 ##### #DIV/0! 电渣焊
制表：钱越豪
第-4101页共8页
工程名称:
工程部位名称：
构件名称
编规直号格径
#0
墙1
Q1 B 12
B 12
A# 10
10
300
A8
300
150
B 12
A# B 10 B 10
B# B 10 B 10
C# B 10 B 10
D# B 10 B 10
E# B 10 B 10
F# B 10 B 10
G# B 10 B 10
弧长公式
底
16
底
16
底筋 C 25 底筋 C 25
工程名称:
工程部位名称：
构件名称
编规直号格径
C 22
面筋 C 12
架立 B 14
搭接架立 12
腰筋
架筋
面筋
面筋 20
现用梁
G N
LL
适用于主楼范围
腰筋 B 0 腰筋 B 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C

钢筋工程量计算表(EXCEL)

底部横筋上部弯矩筋 3.05 2.14 0.08 0.015 ④ 分布分布上部负弯矩筋 ② 分布分布 TL1 0.25 0.38 1.26 0.025 上部下部箍筋 TL2 0.25 0.35 1.2 0.025 上部下部箍筋 TB1 0.015 底部纵筋顶部纵筋顶部纵筋横向钢筋 TB2 0.015 底部纵筋顶部纵筋顶部纵筋 L1 0.25 3.4 3.4 L2 0.25 1.5 1.5 LZ 0.25 0.35 2.432 0.025 0.3 1.1 0.025 0.35 1.2 0.025 上部下部箍筋上部下部箍筋主筋箍筋 5#楼梯 DB1 3.05 1.5 0.08 0.015 底部纵筋底部横筋上部负弯矩筋 3.05 1.5 0.08 0.015 ③ 分布
0.008 0.012 0.012 0.012 0.006 0.01 0.01 0.01 0.016 0.016 0.008 0.014 0.014 0.008 0.014 0.008
0.1 0.11 0.11 0.11 0.2 0.12 0.12 0.12
0.1
0.1
0.008 0.008 0.008 0.006 0.008 0.006 0.006 0.008 0.008 0.008 0.006 0.008 0.006 0.006 0.016 0.016
0.2
DB4
2.36
1.68
0.08
0.015
底部纵筋底部横筋洞口加筋洞口加筋
0.2 0.15
上部负弯矩筋
③ 分布分布
0.2
TL1
0.25
0.45
1.4
0.025
上部下部箍筋
0.1
TL2

钢筋计算表格(带公式)

单重kg 重量kg/m 井室数量
备注
单重kg 重量kg/m 井室数量
备注
单重kg 重量kg/m 井室数量
备注
同上
#NAME? （2400+200+400-40-35-700+300-2*35）/1000
内侧纵筋2-2 三级 16 （（3100+600-2*35）/150+1）*2 #NAME?
同内侧纵筋1-1
外侧纵筋2-2 三级 16
同上
51
同内侧纵筋2-2
#NAME? #NAME? #NAME?
#NAME? #NAME? #NAME?
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
#NAME? #NAME? #NAME?
工程名称：检查井DN600
序号
构件名称
位置
编号直径Fra bibliotek根数计算式
钢筋工程量计算表格
根数
钢筋长计算式m
单根长度m 总长m
工程名称：检查井DN600
序号
钢筋工程量计算表格
工程名称：检查井DN600
序号
构件名称
位置
编号
直径
保护层厚度顶板为30mm；底板下部40mm；其余35mm
1 底板配筋
上部筋1-1
三级 16
上部筋2-2
三级 16
下部角筋
三级 16
根数计算式
根数
（2600-2*35）/150+1 （3700-2*35）/150+1
18+26
#NAME? #NAME?
1.58 1.58 1.58 1.58 1.58 1.58

钢筋用量计算表

###### ###### ###### ###### ###### ###### ###### ###### ######
####### ####### ####### ####### ####### ####### ####### ####### #######
1
序号
构件
钢筋用量计算表
简图
直径 mm
#######
######
#######
######
#######
######
#######
######
#######
######
#######
######
#######
######
#######
######
#######
4
序号
构件
钢筋用量计算表
简图
直径 mm
单根长度计算式
5+62
5+63
5+64
######
#######
######
#######
######
#######
######
#######
######
#######
######
#######
######
#######
######
#######
5
序号
构件
钢筋用量计算表
简图
直径 mm
单根长度计算式
5+76
5+77
5+78
5+79
5+80
######
#######
######
#######
######

钢筋自动计算表格

钢筋部位:钢筋等级:抗震等级:箍筋间距:000000000000000000000000000000000抗震等级混凝土标号锚固长度（倍钢筋规格钢筋等级构件外长左支座（箍右支座（箍箍筋间距说明:序号构件名称钢筋部位构件数量工程名称：楼层（标高）：SD上部端支锚筋;SZ上部中锚筋;DD下部端支锚筋;DZ下部中锚筋;G箍筋;L拉排中支座;V吊筋;N抗扭筋;Z腰筋;DTS1独立挑梁1排上筋;DTS2独立挑梁2排上筋;TLD挑梁底筋1为PHB235(1级普通钢);2为HRB335(2级普通钢);3为HRB400(3级普通钢)12为1,2级抗震要求;3为3级抗震要求;4为4级以上抗震要求X,Y00表示XOO/Y000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0左锚（倍d）左弯锚长度左直锚长度净长右弯锚长右直锚长度右锚（倍d）图示数量计算数量1.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.200000000搭接长度（倍构件图形尺寸钢筋根数筋;L拉筋;BF1一排边支锚支座;BF2二排边支锚支座;ZF1一排中支座ZF2二独立挑梁2排上筋;TLD挑梁底筋;DMJ端锚架立筋;JL架立筋;JLZ上部有通长筋的钢)1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000￠6.5￠8￠10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000总长度理论重量钢筋重量搭接头数量搭接重量钢筋总数下料长度0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000。

钢筋工程量自动计算表格

JS2钢筋工程量计算稿
工程名称：粉煤灰库
序号
构件名称
编号直径
根数计算式
0 0 0 0 0 0 0
根数
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
筋长计算式m
0 0 0 0 0 0 0
单根长度件数
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? 1 1
根数计算式
34 5 12
根数
#NAME? #NAME? #NAME?
筋长计算式m
1 2.28 0.6 五、2.5*2米箱涵
单根长度件数
#NAME? #NAME? #NAME? 121.69 202.817 202.82
重量kg
#NAME? #NAME? #NAME?
备注
40 41 42 43 44
6 6.5 8 10 12 14 16 18 20 22 25 28
#NAME? 0.00 #NAME? #NAME? 0.00 #NAME? #NAME? #NAME? #NAME? 0.00 0.00 0.00
JS2钢筋工程量计算稿
工程名称：粉煤灰库
序号
构件名称
Φ 32的钢筋分类合计
编号直径
顶板、底板钢筋1 底板钢筋2 侧墙钢筋侧墙钢筋2 斜筋
20 16 16 20 20
1/0.2*4 68 40 1/0.2*4 1/0.2*4
#NAME? #NAME? #NAME? #NAME? #NAME?
3.4 1 1 2.9 0.75
#NAME? #NAME? #NAME? #NAME? #NAME?

钢筋工程量计算表(EXCEL)_xls

0.016 0.016 0.016 0.016
0.016 0.016 0.014 0.014 0.014
3.05 1.5
0.08
3.05
上部负弯矩筋
1.5
0.08
0.015 底部纵筋 0.008
底部横筋 0.008
③
0.008
0.015 分布
0.006
0.15 0.2
0.2
0.1
0.1 0.11 0.11 0.11
0.008
0.025 上部
下部
箍筋
0.008
0.015 底部纵筋 0.012
顶部纵筋 0.012
顶部纵筋 0.012
横向钢筋 0.006
0.015 底部纵筋 0.01
顶部纵筋 0.01
顶部纵筋 0.01
0.025 上部
下部
箍筋
0.008
0.025 上部
下部
箍筋
0.008
0.025 主筋
箍筋
0.008
3.05 2.14
0.08
0.015 底部纵筋 0.008
底部横筋 0.008
③
0.008
0.015 分布
0.006
分布
0.006
①
0.008
分布
0.006
分布
0.006
0.015 底部纵筋 0.008
0.2 0.17
0.2
0.2
0.2
TL1 TL2
TB1
TB2 L1 L2
LZ 5#楼梯
DB1
上部负弯矩筋 3.05 2.14 0.08
下部
箍筋
0.008
0.025 上部

Excel钢筋工程量自动计算表格

（2400+200-35+300-2*35+41*16）/1000
同上
#NAME? （2400+200+400-40-35-700+300-2*35）/1000
内侧纵筋2-2 三级 16 （（3100+600-2*35）/150+1）*2 #NAME?
同内侧纵筋1-1
外侧纵筋2-2 三级 16
同上
51
根数
#NAME? #NAME? #NAME?
钢筋长计算式m
（3100+2*41*16）/1000 （2000+2*41*16）/1000 （700+700+2*11.9*16）/1000
单根长度m 总长mLeabharlann #NAME? #NAME?
#NAME? #NAME?
#NAME? #NAME?
2 侧面钢筋
下部架立筋1-1 三级 16
同上部筋1-1
18
（3100-2*35-700*2+2*150）/1000
下部架立筋2-2 三级 16
同上部筋2-2
26
（2600-2*35-700*2+2*150）/1000
内侧纵筋1-1 （两侧）
外侧纵筋1-1 （两侧）
三级 16 三级 16
（（2600-2*35）/150+1）*2 #NAME?
支线增加设计钢筋工程量计算稿
工程名称：检查井DN600
序号构件名称
位置编号直径
保护层厚度顶板为30mm；底板下部40mm；其余35mm
1 底板配筋
上部筋1-1
三级 16
上部筋2-2
三级 16

工程量计算(钢筋表格)

##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### 6 ##### 9
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1.2 51 52 51 52 51 52 51 52
150 ##### 150 ##### 150 150 150 150 ##### ##### ##### ##### 1020 1020
165*2 1600+9000*4+150+500 1600+9000*450*5 165*2 1600+9000*4-3100+150*2 1600+9000*4-3100 50*5 200 180-15-3*12 150 180-15-3*12 150 200
165*2 6800*5+550 6800*5 50*5 165*2 6800*5+550 6800*5 50*5 165*2 7500*2+6800*5+500*2 7500*2+6800*2+500 50*6
12 12 11 11 9 9 10 10 11 11 15 15 250 250
##### 12 ##### 11 ##### 9 ##### 10 ##### 11 ##### ##### 200 ##### 200 ##### 200 200 200 200 ##### ##### ##### #####
净距 8 8 40 40
间距
根数 8 8 ##### 40
165*2 1600+9000*4+500+180 1600+9000*4+250 50*6 165*2 1600+9000*3+2800+3100 150*2 1600+9000*3+2800+3100 50*5

钢筋工程量计算表格-内嵌自动计算和统计汇总公式

KL2(1)250x600
3.00标高
#NAME? 2 #NAME? 2 #NAME? （1.5*0.6/0.1+1）*2 （7.5-0.35-0.25-1.5*0.6*2） #NAME? /0.15-1 #NAME? 6
箍筋非加密 Ⅰ8 附加箍筋 Ⅰ8
序号 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51
箍筋非加密 Ⅰ8 附加箍筋构造钢筋拉筋上部通长下部筋支座钢筋支座钢筋支座钢筋支座钢筋箍筋加密 Ⅰ8 Ⅰ12 Ⅰ8 Ⅲ25 Ⅲ22 Ⅲ25 Ⅲ25 Ⅲ25 Ⅲ25 Ⅰ8
KL4(1)250x600
3.00标高
序号 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77
KL5(1)250x600
1 1 1 1 1 1 1 1 1
箍筋非加密 Ⅰ8 构造钢筋拉筋 Ⅰ12 Ⅰ8
总工程量（m） #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
序号 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
项目名称 KL1(1)250x600

[最简]钢筋工程量计算表格(自动计算)

合集下载

钢筋工程量计算表格(图)

钢筋工程量计算表格图

钢筋工程量计算表(EXCEL)

钢筋计算表格(带公式)

钢筋用量计算表

钢筋自动计算表格

钢筋工程量自动计算表格

钢筋工程量计算表(EXCEL)_xls

Excel钢筋工程量自动计算表格

工程量计算(钢筋表格)

钢筋工程量计算表格-内嵌自动计算和统计汇总公式

文档推荐

最新文档

[最简]钢筋工程量计算表格(自动计算)

合集下载

钢筋工程量计算表格(图)

钢筋工程量计算表格 图

钢筋工程量计算表(EXCEL)

钢筋计算表格(带公式)

钢筋用量计算表

钢筋自动计算表格

钢筋工程量自动计算表格

钢筋工程量计算表(EXCEL)_xls

Excel钢筋工程量自动计算表格

工程量计算(钢筋表格)

钢筋工程量计算表格-内嵌自动计算和统计汇总公式

文档推荐

最新文档

钢筋工程量计算表格图