钢筋料表
钢柱 钢筋料表
钢筋形状 4C28+(2C14) G6C14 700 700 8000 2500 未注明角度为13°
断料长 度（m）
数量 （n）
重量 （kg）
备注1
备注2
余下钢筋长度
C C C C
28 28 28 28 28 28 28 28 28 28 28 28 28 14 780 806 832 858 884 910 936 962 988 1014 × × × × × × × × × × 820 820 820 820 820 820 820 820 820 820
420 850
2800
2000 6000
2000
420
2800 2800
架立筋 箍筋
C
缩 尺
780 806 832
× × ×
820 820 820
3360 3412 3464
C
10
750 192
× ×
820 820
3300 2183
179.18 538.81
858 884 910 936 962 988 1014 1040 1066 1092 1118
7～8
8 套
8 8 8 8 8 8 8
拉钩
C C C
14 14 8
KL5(4) 下铁
800*900
C10@100/200 1950 3200 5800
(6) 700 700
6 C32
G6C14
未注明角度为13° 7350 8600 480 6760 16000 4600 150 3050 400 1950 2000 600 28600 28700 28600 2850 12 12 2 2 6 2 2 4 4 2 6 557.25 652.03 85.42 202.18 1084.18 362.66 361.39 72.03 70.76 33.11 90.98 J、N各2根 J、N各2根 J、N各1根 J、N二排各3根 J～K、M～N、各5 根 二排各 1根 K～L、L～M、各5 根 二排各1根 J～K、M～N、 1根 K～M J～N 下1、5根、 二排1根 12m+4.7m+9.7m 各 12 12 2 2 6 2 2 4 4 2 6 4650 3400 5240 7300 7300 7300 7400 9150 9200 9380 9600
钢筋抽料表
钢筋直径 (mm) Φ 18 Φ 20 Φ 22 Φ 25 Φ 28 Φ 32 Φ 40
Φ10内构件圆钢 Φ10外构件螺纹钢 Φ10内圆钢箍筋 Φ10外螺纹钢箍筋 Φ25内螺纹钢 Φ25外螺纹钢
0.00 0.00 0.00 0.00 钢筋总重量 (T) 0.00
审核:
抽筋：
第2页
共3页
2011-6-19
2
层 共
1
层
钢筋重量 (Kg) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 钢 钢筋直径 (mm) 网 (T) (T) (T) (T) (T) (T) (T)
施工部位：
钢筋重量 (Kg) 0.00 0.00 合 电渣焊接头(个) 机械连接接头(个) 计 0 0
钢筋重量 (Kg) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
板钢筋抽筋汇总
楼面结构层：
序 号 1 2 3 4 5 6 7 钢筋直径 (mm) Φ4 Φ5 Φ 5.5 Φ6 Φ 6.5 Φ7 Φ 7.5
由
钢筋重量 (Kg) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2
层 至
钢筋直径 (mm) Φ8 Φ 8.5 Φ 10 Φ 10.5 Φ 12 Φ 14 Φ 16
钢筋直径 (mm) Φ 18 Φ 20 Φ 22 Φ 25 Φ 28 Φ 32 Φ 40
Φ10内构件圆钢 Φ10外构件螺纹钢 Φ10内圆钢箍筋 Φ10外螺纹钢箍筋 Φ25内螺纹钢 Φ25外螺纹钢
0.00 0.00 0.00 0.00 钢筋总重量 (T) 0.00
梁钢筋抽筋汇总
楼面结构层：
序 号 1 2 3 4 5 6 7 钢筋直径 (mm) Φ4 Φ5 Φ 5.5 Φ6 Φ 6.5 Φ7 Φ 7.5
钢筋下料表格(带图)附手算钢筋公式汇总表
10847.085钢筋钢筋钢筋单位构件单件合计钢筋各部位尺寸Total 弯曲下料重量构件名称钢筋代码编号型号直径重量数量钢筋根数a b c d e Length 扣除长度(kg)(mm)(kg/m)根数(mm)(mm)(mm)(mm)(mm)(mm)(mm)(mm)基础J-I 网片Φ1414 1.20821836A 17301730173075.260KZ1KZ1Φ2525 3.85321224K 100430010045001254375404.603GZ1GZ1Φ1414 1.2084416B 1501700185035181535.092GZ2Φ12120.88813452B 1501700185030182084.023一层GZ1Φ1414 1.2084416B 2003900410035406578.595GZ2Φ12120.88813452B 20039004100304070187.897构造柱箍筋Φ６60.2221730510J 1901909407586597.915柱箍筋Φ８80.39523264J 3503501640100154038.890LL-1LL-1Φ2020 2.466166B 25087509000508950132.432LL-1Φ2020 2.466166B 2503800405050400059.188LL-1Φ10100.617122A 11350113501135013.995拉筋Φ８80.39512222K 502105031040270 2.344箍筋Φ８80.3951110110J 4002001440100134058.162圈梁A1-2Φ12120.888144B 2003700390030387013.743A7-8Φ12120.888144B 2004600480030477016.939B Φ12120.888144C 2004400200480060474016.833C Φ12120.888144C 2003500200390060384013.637D E Φ12120.888248B 2008800900030897063.710Φ12120.888248B 2002300200270030267018.964Φ12120.888248A 90009000900063.9231 ， 8Φ12120.888248B 2008800900030897063.710Φ12120.888248B 20090011003010707.6002, 7Φ12120.888248C 2006150200655060649046.0953 4 5 6Φ12120.8884416C 2003150200355060349049.576箍筋Φ６60.222111J 190190940758650.192屋面Ｌ1LI Φ2222 2.984133B 2508750900055894580.077L1Φ2222 2.984133B 2503800405055399535.764L1Φ2525 3.853144B 2508750900062.58937.5137.758L1Φ2525 3.853144B 2503800405062.53987.561.461L1构造筋Φ10100.617144A 11400114001140028.114L1拉筋Φ８80.39512020K 702107035040310 2.446L2Φ2222 2.9842612C 250615025066501106540234.188L2Φ2525 3.853248C 250615025066501256525201.145L2构造筋Φ10100.617144A 61006100610015.044L2拉筋Φ８80.39518080K 7021070350403109.786L1 L2箍筋Φ10100.6171230230J 55020018001251675237.521E 轴 1 8面筋Φ12120.888122B 2008800900030897015.927面筋Φ12120.888122A 90009000900015.981型式a b a c b b c a b cda ab da b a a A B C EG H aFa bc a I K c L cabb c e d b J Dc e面筋Φ12120.888122B20023002500302470 4.386底筋Φ1414 1.208133B2008800900035896532.500底筋Φ1414 1.208133A90009000900032.627底筋Φ1414 1.208133B200230025003524658.936构造筋Φ10100.617144A19000190001900046.857拉筋Φ８80.3951350350K50210503104027037.288雨棚雨棚Φ８80.3951134134L508012002580802500132.186分布筋Φ６60.222188A19000190001900033.737箍筋Φ10100.6171190190J55020018001251675196.213D QLΦ12120.888144B2008800900030897031.855QLΦ12120.888144A90009000900031.961QLΦ12120.888144B200230025003024708.772C QLΦ12120.888144C2003500200390060384013.637B QLΦ12120.888144C2004400200480060474016.833A QLΦ12120.888144B2003700390030387013.743QLΦ12120.888144B2004600480030477016.939箍筋Φ６60.2221410410J1901909407586578.716板钢筋A-D1~2Φ10100.61713030C70340070354050349064.551 1~2Φ10100.61711616C70610070624050619061.0627~8Φ10100.61713030C70430070444050439081.198Φ10100.61712020C70610070624050619076.327 2~7Φ10100.61717070C706100706240506190267.146Φ10100.61714242C701050070106405010590274.224D E1~8Φ10100.61719090C703100703240503190177.008Φ10100.61711414C701900070191405019090164.776面筋Φ10100.6171100100C709100709240509190566.598Φ10100.61715353C701900070191405019090623.794棚柱Φ1414 1.208444176A200020002000425.362Φ2525 3.85341664B1501800195062.51887.5465.486箍筋Φ10100.61741768J65065029001252775116.341箍筋Φ10100.617817136J33065022601252135179.018压墙筋Φ６60.2221718306C50100050110030107072.672女儿墙Φ12120.88816464B1506007503072040.910Φ10100.6171110110J44025016801251555105.459 KL9-01Φ1616 1.578248C16240240164808016400207.078 KL9-02Φ1616 1.578224C16240240164808016400103.539 KL9-03Φ1616 1.578224B1755240199540195512.343 KL9-04Φ1616 1.578224B100524012454012057.608 KL9-05Φ1616 1.578224A35253525352522.255 KL9-06Φ1616 1.578224A27752775277517.520 KL9-07Φ10100.6172110220J44025016801251555210.917 KL10-01Φ1818 1.998144C16240270165109016420131.201 KL10-02Φ1818 1.998122C1624027016510901642065.601 KL10-03Φ1818 1.998111B17552401995451950 3.895 KL10-04Φ1818 1.998111B10052401245451200 2.397 KL10-05Φ2020 2.466122A35253525352517.386 KL10-06Φ1818 1.998122A27752775277511.087 KL10-07Φ10100.6171110110J44025016801251555105.459 KL11-01Φ1616 1.5784416C9940270102108010130255.817KL11-02Φ1616 1.578428C9940240101808010100127.530 KL11-03Φ1616 1.578428B1505240174540170521.529 KL11-04Φ1616 1.578428B1355240159540155519.634 KL11-05Φ1616 1.578428A31603160316039.900 KL11-06Φ10100.617460240J44025016801251555230.092板钢筋XBA-011Φ８80.39513232G5450505500550069.447 ZXBA-022Φ８80.39512323G6250506300630057.175 ZXBB-013Φ８80.39513737G5450505500550080.298 ZXBB-024Φ８80.39512424G7150507200720068.184 ZXBC-015Φ８80.39513232G4650504700470059.345 ZXBC-026Φ８80.39512424G6250506300630059.661 ZXBD-017Φ８80.39513535G2250502300230031.764 ZXBD-028Φ８80.39511212G7150507200720034.092 ZXDE-019Φ８80.39513535G2250502300230031.764 ZXDE-0210Φ８80.39511313G7150507200720036.933 ZXDF-0111Φ８80.39511717G4650504700470031.527 ZXDF-0212Φ８80.39512424G3250503300330031.251 ZXDG-0113Φ８80.39513939G1700501750175026.930 ZXDG-0214Φ８80.395188G7750507800780024.622 ZXDH-0115Φ８80.39513939G4650504700470072.327 ZXDH-0216Φ８80.39512424G7750507800780073.866 FXDA-011Φ８80.39515555G1850501900190041.234 FXDA-022Φ８80.39516060G1500501550155036.696 FXDA-033Φ８80.39515555G3300503350335072.702 FXDA-044Φ８80.39516060G2700502750275065.106 FXDC-015Φ８80.39513030G1800501850185021.899 FXDC-026Φ８80.39511414G2300502350235012.982 FXDC-037Φ８80.39515151G1450501500150030.186 FXDC-048Φ８80.39511414G2300502350235012.982 FXDE-019Φ８80.39513535G8005085085011.739 FXDE-0210Φ８80.39513535G1300501350135018.644 FXDE-0311Φ８80.39511111G13005013501350 5.860 FXDE-0412Φ８80.39511111G13005013501350 5.860 FXBB-0113Φ10100.61715858G2200502250225080.458 FXBB-0214Φ８80.39515555G2000502050205044.489 FXBB-0315Φ10100.61715858G1550501600160057.215 FXBF-0116Φ８80.39511616G80050850850 5.366 FXBF-0217Φ８80.39511616G80050850850 5.366 FXBF-0318Φ８80.39513030G2500502550255030.186 FXBG-0119Φ８80.395188G80050850850 2.683 FXBG-0220Φ10100.61715050G2300502350235072.443 FXBG-0321Φ８80.395188G80050850850 2.683 FXBH-0122Φ10100.61712020G2200502250225027.744 FXBH-0223Φ10100.61713030G1800501850185034.218 FXBO-011Φ６60.222155G1290050129501295014.371 FXBO-022Φ６60.222156G1290050129501295017.246 FXBO-033Φ６60.222156G1290050129501295017.246REF. SHOP DWG. NO.Total 479.863Weight 10847.085PREPAR EDREV.0.INITIAL DATE REVISIONBBS-1SH-LW-SC-001a LiAPPROVED 2003/7/12FOR APPROVAL。
钢筋料表
日期：2017-05-26
+ 下铁
N @100 @200
3250 5850 6210 1400 340
2 2 7.865 搭接=730 3 3 35.1 4 4 22.058 54 54 46.645 56 56 4.227
翻样人/电话：石平华—13717567350
审核人/电话：
第5页共5页
构件数量：1
2 2 87.438
3350 5850 9300 9140 17800 1760
3 3 24.824 支1 3 3 43.349 支2 5 5 114.855 跨1 3 3 43.324 跨2 4 4 63.226 108 108 75.082
审核人/电话：
第1页共5页
钢筋翻样配料单
工程名称：保定同方智慧谷项目一期C区C1-1~3栋
支3 支2
下铁
17580
3 3 83.329
N @100/
200 @400
@100
@200 构件名称：KL-5 构件位置： 单根构件重量：454.306
上铁
8750 1760 390 720 12100
总重量：454.306 22740
8 8 62.16 108 108 75.082 108 108 9.351 117 117 33.275 1剖
支1
2 2 22.4
支2
翻样人/电话：石平华—13717567350
审核人/电话：
第3页共5页
钢筋翻样配料单
工程名称：保定同方智慧谷项目一期C区C1-1~3栋
加筋
3320
1 1 6.64
日期：2017-05-26 支4
下铁
22680
【完整】钢筋配料表
6.5
180 235 1500 235 180
2
213 235 1500 235 213
2
过梁 过梁 过梁
200 0
米
240 200 φ 6 6 只 Φ 12
φ 10
222 182 222 182 144
8.0
180 235 2000 235 180
2
213 235 2000 235 213
2
过梁 过梁 过梁
0 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31
0.00 0.00 0.808 0.000 0.681 0.000 0.276 0.000 0.808 0.000 0.681 0.000 0.276 0.000 0.808 0.000 0.681 0.000 0.276 0.000 0.808 0.000 0.681 0.000 0.276 0.000 1.200 0.000 0.888 0.000 0.286 0.000 1.200 0.000 0.888 0.000 0.286 0.000 0.000 0.000 0.808 0.000 0.286 0.000 0.000 0.000 0.206 0.000 0.000 0.000 0.309 0.000 0.256 0.000 0.309 0.000
0 0.000
0 3105.900
0 0.000
0 32.820
0 14.250
0 23.820
0 10.260 0 17.310 0 7.695 0 47.220 0 21.090 0 12.420 0 4.560 0 103.860 0 23.085 0 13.410 0 5.700 0 1280.000 0 1080.000 0 0.000 0 8876.434 0 0 0 0 0 0 0 0 0 0 0