附录a钢筋计算表-secret

1、附录A钢筋计算表序号分部分项工程名称单位计算式数量结果接头个数一、基础梁1DL-1kg按设计尺寸以kg计算轴A-轴1-3618:L=6.620+2*33*0.018=7.808m4374.80重量:7.808*2.000*6根=93.70kg212:L=6.62+2*12*0.012=6.908m49.08重量:6.908*0.888*2根=12.27kg8200:L=(0.25+0.55)*2-8*0.03+8*0.008+23.8*0.008=1.614m86.72根数：(6.620-0.1)/0.2+仁34根重量:1.614*0.395*34根=21.68kg8400:L=0.25-0.

2、03*2+0.008*2+23.8*0.008=0.396m10.64根数：(6.620-0.1)/0.4+1=17根重量：0.396*0.395*17根=2.66kg轴A-轴3-4618:L=6.4+2*33*0.018=7.588m4364.24重量:7.588*2.000*6根=91.06kg212:L=6.4+2*12*0.012=6.668m47.36重量:6.668*0.888*2根=11.84kg8200:根数：(6.4-0.1)/0.2+1=33根84.16重量:1.614*0.395*33根=21.04kg8400:根数：(6.4-0.1)/0.4+1=17根10.64重量：

3、0.396*0.395*17根=2.66kg轴A-轴4-5618:L=3.08+2*33*0.018=4.268m8409.76重量:4.268*2.000*6根=51.22kg212:L=3.08+2*12*0.012=3.368m47.84-75-续表序号分部分项工程名称单位计算式数量结果接头个数重量：3.368*0.888*2根=5.98kg8200:根数：（3.08-0.1）/0.2+1=16根81.60重量:1.614*0.395*16根=10.20kg8400:根数：（3.08-0.1）/0.4+1=8根10.00重量：0.396*0.395*8根=1.25kg轴A-轴5-6618

4、：L=2.74+2*33*0.018=3.928m4188.56重量:3.928*2.000*6根=47.14kg212：L=2.74+2*12*0.012=3.028m21.52重量：3.028*0.888*2根=5.38kg8200:根数：（2.74-0.1）/0.2+仁14根35.72重量:1.614*0.395*14根=8.93kg8400:根数：（2.74-0.1）/0.4+1=8根5.00重量：0.396*0.395*8根=1.25kg轴B-轴1-3618:L=6.545+2*33*0.018=7.733m4371.20重量:7.733*2.000*6根=92.80kg212:L=

5、6.545+2*12*0.012=6.833m48.56重量:6.833*0.888*2根=12.14kg8200:根数：（6.545-0.1）/0.2+1=33根84.16重量:1.614*0.395*33根=21.04kg8400:根数：（6.545-0.1）/0.4+1=17根10.64重量：0.396*0.395*17根=2.66kg轴B-轴3-4618:L=6.375+2*33*0.018=7.563m4363.04重量:7.563*2.000*6根=90.76kg212:L=6.375+2*12*0.012=6.663m47.32重量：6.663*0.888*2根=11.83kg-

6、76-序号分部分项工程名称单位计算式数量结果接头个数8200:根数：(6.375-0.1)/0.2+1=32根81.60重量:1.614*0.395*32根=20.40kg8400:根数：(6.375-0.1)/0.4+1=17根10.64重量：0.396*0.395*17根=2.66kg轴B-轴1左618：L=0.998+33*0.018+0.25-0.03+15*0.018=2.082m499.92重量:2.082*2.000*6根=24.98kg212：L=0.998+2*12*0.012=1.286m9.16重量:1.286*0.888*2根=2.29kg8200:根数：(0.998-

7、0.1)/0.2+仁6根15.32重量：1.614*0.395*6根=3.83kg8400:根数：(0.998-0.1)/0.4+仁3根2.52重量：0.396*0.395*4根=0.63kg轴2/C-轴3左618:L=8.44-0.03*2+2*15*0.018=8.920m4428.16重量:8.920*2.000*6根=107.04kg212:L=8.19+2*12*0.012=8.478m60.24重量:8.478*0.888*2根=15.06kg8200:根数：(6.745-0.1)/0.2+1+(0.555-0.1)/0.2+1=38根96.92重量:1.614*0.395*38根

8、=24.23kg8400:根数：(6.745-0.1)/0.4+1+(0.555-0.1)/0.4+仁20根12.52重量：0.396*0.395*20根=3.13kg轴B-C-轴3左618:L=9.04-0.03*2+2*15*0.018=8.520m2228.48重量:9.520*2.000*6根=114.24kg212:L=8.8+2*12*0.012=9.088m32.284重量:9.088*0.888*2根=16.14kg8200:根数：(6.670-0.1)/0.2+1+(1.160-0.1)/0.2+1=41根52.28重量:1.614*0.395*41根=26.14kg-77-

9、序号分部分项工程名称单位计算式数量结果接头个数8400:根数：（3.67-0.1）/0.4+1+（1.160-0.1）/0.4+1=21根6.26重量：0.396*0.395*20根=3.13kg2DL-2kg净长+两端锚固长度轴A-B-轴1620：L=7.395+2*33*0.02=8.715m8969.20重量:8.715*2.47*6根=121.15kg412：L=7.395+2*12*0.012=7.683m218.32重量:7.683*0.888*4根=27.29kg8200:L=（0.25+0.7）*2-8*0.03+8*0.008+23.8*0.008=1.194m139.60根

10、数：(7.395-0.1)/0.2+仁37根重量：1.194*0.395*37=17.45kg8400:L=0.396*2根=0.792m47.52根数：（7.395-0.1）/0.4+1=19根重量:0.792*0.395*19根=5.94kg轴B-C-轴1620:L=8.55+2*33*0.02=9.870m4585.0824重量:9.870*2.47*6根=146.27kg412:L=8.55+2*12*0.012=8.838m125.56重量：8.838*0.888*4根=31.39kg8200:根数：（8.55-0.1）/0.2+1=43根130.00重量:1.914*0.395*4

11、3根=32.5kg8400:根数：（8.55-0.1）/0.4+1=22根27.52重量:0.792*0.395*22根=6.88kg轴A-B-轴4620:L=7.42+2*33*0.02=8.740m4518.12重量:8.740*2.47*6根=129.53kg412:L=7.42+2*12*0.012=7.708m109.52重量:7.708*0.888*4根=27.38kg8200:根数：（7.42-0.1）/0.2+1=38根114.92-78-序号分部分项工程名称单位计算式数量结果接头个数重量:1.914*0.395*38根=28.73kg8400:根数：（7.42-0.1）/0.

12、4+1=19根23.76重量:0.792*0.395*19根=5.94kg轴B-C-轴4620：L=8.6+2*33*0.02=9.920m2294.0212重量:9.920*2.47*6根=147.01kg412：L=8.6+2*12*0.012=8.888m63.14重量:8.888*0.888*4根=31.57kg8200:根数：（8.6-0.1）/0.2+仁44根66.54重量:1.914*0.395*44根=33.27kg8400:根数：（8.6-0.1）/0.4+仁22根13.76重量:0.792*0.395*22根=6.88kg轴A-B-轴4620:L=7.44+2*33*0.0

13、2=8.760m4519.28重量:8.760*2.47*6根=129.82kg412:L=7.44+2*12*0.012=7.728m109.80重量:7.728*0.888*4根=27.45kg8200:根数：（7.44-0.1）/0.2+1=38根114.92重量:1.914*0.395*38根=28.73kg8400:根数：（7.44-0.1）/0.4+1=19根23.76重量:0.792*0.395*19根=5.94kg轴B-C-轴5620:L=8.96+2*33*0.02=10.280m2304.7012重量:10.280*2.47*6根=152.35kg412:L=8.96+2*

14、12*0.012=9.248m65.708重量:9.248*0.888*4根=32.85kg8200:根数：（8.96-0.1）/0.2+1=45根68.04重量:1.914*0.395*45根=34.02kg8400:根数：（8.96-0.1）/0.4+1=23根14.40-79-序号分部分项工程名称单位计算式数量结果接头个数重量:0.792*0.395*23根=7.20kg3DL-3kg净长+两端锚固长度2616：L=19.432-0.03*2+2*15*0.016=19.852m376.4024重量:19.852*1.58*6根=188.20kg8200:L=(0.25+0.4)*2-8

15、*0.03+8*0.008+23.8*0.008=1.074m80.60根数：(18.952-0.1)/0.2+仁95根重量:1.074*0.395*95根=40.30kg二框架梁4二层框架梁kg按设计尺寸以kg计算KL1(3)25:上部通长筋L=25.6-0.48*2+(0.5*0.6+5*0.025+15*0.025)*2=26.240m1968.2016下部通长筋L=26.240m上下通长筋N=8根左端部支座负筋L=7.395/3+0.5*0.6+5*0.025*15*0.025=3.265m右端部支座负筋L=(7.395/4+15*0.025+0.5*0.6+5*0.025)*2+3.

16、265=8.563中间支座负筋L=8.55/3*2+0.65+(8.55/4*2+0.65)*2*2=32.400m总重量：(26.24*8+3.265+8.563+32.4)*3.85=968.20kgN-12:L=24.64+2*33*0.012=25.192m134.2212重量:25.192*0.888*6根=134.22kg8(4):L=2.67*0.35+4*0.87-13.33*0.025+1.33*0.025+63.6*0.008=4.623m423.65根数：(1.5*0.87-0.05)/0.1*2+(7.395-1.5*0.87*2)/0.15+1*2+(1.5*0.87

17、-0.05)/0.1*2+(8.55-1.5*0.87*2)/0.15+1+6*7=232根重量:4.623*0.395*232根=423.65kgKL2(3B)25:上部通长筋L=29.4+2*12*0.025=30.000mN=4根21577.5032左右端部支座负筋：(7.395/3+0.6+1.805-0.025+12*0.025)*4=20.88m中间支座负筋：L=8.55/3*2+0.65=6.35mN=4根下部左跨纵筋：L=7.395+0.5*0.6+5*0.025*15*0.025+34*0.025=9.045m中间通长筋：L=8.55+2*34*0.025=10.250mN=

18、2根-80-序号分部分项工程名称单位计算式数量结果接头个数总重量:930*4+6.35*4+9.045*2+10.25*2)*3.85=788.75kg22:下部左跨：L=7.395+0.5*0.6+5*0.022+15*0.022+34*0.022=8.883m3根550.226中跨：L=8.55+2*34*0.022=10.046mN=3根右跨：L=8.883mN=4根总重量：(8.883*3+10.046*3+8.883*4)*2.98=275.11kg20:左右支座负筋：L=7.395/4+0.6+1.805/4*3=3.803mN=4根252.30中间支座负筋：L=8.55/4*2+

19、0.65=4.925mN=4根下部悬挑段：L=1.805-0.025+12*0.02=2.020mN=8根总重量:(3.083*4+4.925*4+2.02*8)*2.47=126.15kgN-12：L=29.4+2*15*0.012=29.760mN=6根317.1236重量：29.76*0.888*6根=158.56kg8(4)(350*850)：根数:232+6=238根933.62L=2.67*0.35+4*0.85-13.33*0.025+1.33*0.025+63.6*0.008=4.543m8(4)(350*500)：根数：(1.555-0.1”0.1+1*2=32根L=2.67

20、*0.35+4*0.5-13.33*0.025+1.33*0.025+63.6*0.008=3.143m总重量：(4.543*238+3.143*32)*0.395=466.81kgKL3(3B)20:上部通长筋：L=29.4+2*12*0.02=29.630mN=2根2667.1012下部悬挑段：L=1.805-0.025+12*0.02=3.830mN=6根下部左右跨：L=7.42+0.5*0.6+5*0.02+15*0.02+34*0.02=8.80mN=6根总重量：(29.63*2+3.83*6+8.8*6)*2.47=333.55kg25:左右支座负筋：一排：L=7.43/3+0.6

21、+1.805-0.025+12*0.025=5.153m2根740.186二排：L=7.74/4+0.6+1.805/4*3=3.809mN=6根中间支座负筋：一排：L=8.6/3*2+0.6=6.333mN=2根二排：L=8.6/4*2+0.6=4.900mN=6根下部中间跨纵筋：L=8.6+2*34*0.025=10.300mN=3根总重量：(5.153*2+3.809*6+6.333*2+4.9*6+10.3*3)*3.85=370.09kg-81-序号分部分项工程名称单位计算式数量结果接头个数G-12:L=28.95+2*12*0.012=29.238mN=6根311.5636总重量：

22、29.238*0.888*6根=155.78kg8(2)(250*850)L=(0.25*0.85)*2-8*0.025+8*0.008+23.8*0.008=2.254m384.62根数：97.42-1.5*0.85*2)/0.2+1+(1.5*0.85-0.05)/0.1*2*2+(8.6-0.1)/0.1+1+6*5=216根重量:2.254*0.395*216根=192.31kg10(2)(250*500)L=(0.25+0.5)*2-8*0.025+8*0.01+23.8*0.01=1.618m64.00根数：32根（同KL2）重量:1.618*0.617*32根=32.00kgKL

23、4(3B)18:上部通长筋：L=29.4+2*12*0.018=29.582mN=2根2236.6612重量:29.582*2.00*2根=118.33kg20:左右支座负筋：一排：7.44/3+0.5+1.805-0.025+12*0.02=5mN=4根398.50二排：7.44/4+0.5+1.805/4*3=3.714mN=4根中间支座负筋：一排：8.96/3*2+0.5=6.473mN=4根二排：8.96/4*2+0.5=4.980mN=4根总重量：(5*4+3.714*4+6.473*4+4.98*4)*2.47=199.25kg22:下部通长筋：L=24.84+(0.5*0.5+5

24、*0.022+15*0.022)*2=26.220mN=3根541.9012下部悬挑段：L=1.805-0.025+12*0.022=2.044mN=6根总重量：(26.22*3+2.044*6)*2.98=270.95kgG-12:L=175.428m(同KL3)311.5636重量：175.428*0.888=155.78kg8(2)(250*850)L=2.254m374.04根数：(1.5*0.85-0.05)/0.1*2+(7.44-1.5*0.85*2)/0.2+1*2+(1.5*0.85-0.05)/0.1*2+(8.96-1.5*0.85*2)/0.2+1+6*5=188根8(

25、2)(250*500):L=90.25*0.5)*2-8*0.025+8*0.008+23.8*0.008=1.554m根数：32根（同KL3）-82-序号分部分项工程名称单位计算式数量结果接头个数总重量：(2.254*188+1.554*32)*0.395=187.02kgKL5(3)25:与KL1相比，左支座多225,第二排.其余完全相冋1988.6016左支座负筋：二排：L=7.395/4+0.5*0.6+5*0.025+15*0.025=2.649mN=2根重量：968.20+2.649*3.85*2根=988.60kgN-12：重量=134.22kk(同KL1)134.22128(4

26、):L=4.623m根数：232+6=238根434.51重量：4.623*0.395*238根=434.51kgKL6(7)22:上下部通长筋：L=38.34+(0.5*0.6+5*0.022+15*0.022)*2=39.82m8根11102.2032左右端支座负筋：L=6.62/3+0.5*0.6+5*0.022+15*0.022=29.47mN=4根中间支座负筋：L=6.62/3*2+0.6=5.013mN=4根L=6.4/3*2+0.6=4.867mN=4根总重量:(39.82*8+29.47*4+5.013*4+4.867*4)*2.98=1102.20kgG-12：L=38.34

27、+2*12*0.012=38.628mN=6根208.8124重量：38.628*0.888*6根=208.81kg8(4)(350*870):529.11L=2.67*0.35+4*0.87-13.33*0.25+1.33*0.022+63.6*0.008=4.619m根数：(1.5*0.87-0.05)/0.1*2+(6.62-1.5*0.87*2)/0.2+1+(1.5*0.87-0.05)/0.1*2+(6.4-1.5*0.87*2)/0.2+1+(1.5*0.87-0.05)/0.1*2+(3.08-1.5*0.87*2)/0.2+1*2+(2.74-0.1)/0.1+1+6*4=2

28、90根重量:4.619*0.395*290根=529.11kgKL7(7B)25:上部通长筋：L=41.986+2*12*0.025=42.586mN=4根11226.2316左右端支座负筋：L=6.545/3+0.65+1.223+12*0.025=4.355mN=2根中间支座负筋：L=6.545/3*2+0.65=5.013mN=2根L=6.375/3*2+0.6=4.850mN=2根下部跨中纵筋：L=6.375+2*34*0.025=8.075mN=10根L=6.545+34*0.025+0.5*0.65+5*0.025+15*0.025=8.220mN=4根-83-序号分部分项工程名称

29、单位计算式数量结果接头个数下部悬挑段：L=1.248-0.025+12*0.025=1.523mN=4根总重量：(42.586*4+4.355*2+5.013*2+4.85*2+8.075*10+8.22*4+1.523*4)*3.85=1226.23kg20:端部支座负筋：L=6.545/4+0.65+1.248/4*3=3.222mN=4根236.18中间支座负筋：L=6.545/4*2+0.65=3.923mN=4根L=6.375/4*2+0.6=3.788mN=4根下部跨中纵筋：L=3.08+2*34*0.02=4.440mN=8根L=2.74+2*34*0.02=4.100mN=4根

30、总重量：(3.222*4+3.923*4+63.788*4+4.440*8+4.100*4)*2.47=236.18kg22:下部左跨纵筋：L=6.545+34*0.022+0.5*0.65+5*0.022+15*0.022=8.058m113.78悬挑段：L=1.248-0.025+12*0.022=1.487mN=4根总重量:(8.058*4+1.487*4)*2.98=113.78kgG-12：通长筋：L=41.536+2*12*0.012=41.824mN=4根153.1316端部悬挑段：L=0.998+2*12*0.012=1.286mN=4根总重量：(41.824*4+1.286*

31、4)*0.888=153.13kg8(4)(350*870):L=4.623m根数：(0.998-0.1)/0.1+1*2=20根8(4)(350*700):449.26L=2.67*0.35+4*0.7-13.33*0.025+1.33*0.025+63.6*0.008=3.943m根数：(6.545-1.5*0.7*2)/0.2+(1.5*0.7-0.05)/0.1*2+1+(6.375-1.5*0.7*2)+(1.5*0.7-0.05)/0.1*2+1+(3.08*1.5*0.7*2)/0.2+(1.5*0.7-0.05)/0.1*2+1*2+(2.74-0.1)/0.1+1+6*4=2

32、65根总重量：(4.623*20+3.943*265)*0.395=449.26kgKL8(7B)25:下部跨中纵筋筋：L=6.395+2*34*0.025=8.075mN=10根1310.89重量：8.075*3.85*10根=310.89kg22:上部通长筋：L=41.986+2*12*0.022=42.514mN=4根818.8416-84-序号分部分项工程名称单位计算式数量结果接头个数端部支座负筋：L=6.545/3+0.65+1.223+12*0.022=4.319mN=2根中间支座负筋：L=6.545/3*2+0.65=5.013mN=2根L=6.375/3*2+0.6=4.830

33、mN=2根下部左右跨纵筋：L=8.058mN=8根悬挑段：L=1.487mN=8根总重量：(42.514*4+4.319*2+5.013*2+4.83*2+8.058*8+1.487*8)*2.98=818.8420:重量：236.18kg(同KL7)236.18G-12：重量:153.12kk(同KL7)153.12168(4)(350*870):L=92.460m(同KL7)458.608(4)(350*700):L=3.943m根数：265+6=271根总重量(92.46+3.943*271)*0.395=458.60kgKL9(7)22:重量:1102.20kk(同KL6)11102.

34、2032G-12:重量：208.81kk(同KL6)208.81248(4)(350*870):L=4.619m根数：290+6*12=302根551.00总量：4.619*0.395*302根=551.00kgLL116:通长筋：L=19.432-0.025*2+2*15*0.016=19.862mN=6根2376.5824重量:19.862*1.58*6根=188.29kgG-12:L=19.732-0.025=19.382mN=6根206.5424重量：19.382*0.888*6根=103.27kg8(2)(250*870):L=(0.25+0.87)*2-8*0.025+8*0.00

35、8+23.8*0.008=2.294m429.50根数：(19.432-0.025*2)/0.1+1+6*7=237根重量:2.294*0.395*237根=214.75kgLL2(3)16:上部通长筋：L=7.6+2*15*0.016=8.080mN=3根2147.02下部通长筋：L=7.15+2*12*0.016=7.734mN=3根总重量:(8.08*3+7.734*3)*1.58=74.10kg10(2)(250*300)L=(0.25+0.3)*2-8*0.025+8*0.01+23.8*0.01=1.218m49.60-85-序号分部分项工程名称单位计算式数量结果接头个数根数：(2

36、.555-0.1)/0.2+1+(0.645-0.1)/0.2+1+(3.35-0.1)/0.2+1+6*2=33根重量:1.218*0.617*33根=24.80kgLL3(1)16:上部通长筋：L=3.795+2*15*0.016=4.275mN=3根274.92下部通长筋：L=3.245+2*12*0.016=3.629mN=3根总重量：(4.275*3+3.629*3)*1.58=37.46kg8(2)(250*300)L=(0.25+0.3)*2-8*0.025+8*0.008+23.8*0.008=1.154m20.96根数：(3.245-0.1)/0.2+1+6=23根重量:1.

37、154*0.395*23根=10.48kgLL4(6)20:上部通长筋：L=29.4+2*15*0.02=30.000mN=2根1488.4415端部支座负筋：L=7.44/3+0.35+1.78+15*0.02=4.910mN=4根中间支座负筋：L=8.96/3*2+0.35=6.323mN=4根L=6.85/3*2+0.25=4.817m下部通长筋：L=28.95+2*12*0.016=29.334mN=3根总重量(30*2+4.91*4+6.323*4+4.817+29.334*3)*2.47=488.44kg16:L=8.96/4*2+0.35=4.830mN=4根30.52重量：4.

38、830*1.58*4根=30.52kgG-12：L=28.95+2*12*0.012=29.238mN=2根51.936重量：29.238*0.888*2根=51.93kg8(2)(250*500)：L=(0.25+0.5)*2+8*0.008-8*0.025+23.8*0.008=1.554m109.26根数：(1.555-0.1)/0.1+1*2+(7.74-0.1)/0.2+1+(8.96-0.1)/0.2+(0.645-0.1)/0.1+1+(6.845-0.1)/0.2+1+6*5=178根重量:1.554*0.395*178根=109.26kgLL5(5)18:上部通长筋：L=29

39、.4+2*15*0.018=29.454mN=2根2235.6412重量:29.454*2.00*2根=117.82kg22:端部支座负筋：一排：L=7.44/3+0.35+1.78+15*0.022=5.040mN=2根893.1012-86-序号分部分项工程名称单位计算式数量结果接头个数二排：L=7.74/4+0.35+1.78+15*0.022=4.395mN=4根中间支座负筋：一排：L=8.96/3*2+0.35=6.323mN=2根二排：L=8.96/4*2+0.35=4.830mN=4根下部端跨纵筋：L=1.555+2*12*0.022=2.083mN=6根下部中间跨纵筋：L=25

40、.14+2*12*0.022=25.668mN=3根总重量：(5.04*2+4.395*4+6.323*2+4.83*4+2.083*6+25.668*3)*2.98=446.55G-12：L=28.95+2*12*0.012=29.238mN=4根207.7024重量：29.238*0.888*4根=103.85kg8(2)(250*700):L=(0.25+0.7)*2-8*0.025+8*0.008+23.8*0.008=1.954m277.00根数:(7.74-0.1)/0.2+1*2+(8.96-0.1)/0.2+1+6*5=154根8(2)(250*500):L=1.554m根数：

41、(1.555-0.1)/0.1+1*2=32根总重量：(1.954*154+1.554*32)*0.395=138.50kgLL620:上部通长筋：L=29.4+2*15*0.02=30.000mN=2根1265.326端部支座负筋：L=7.44/3+0.35+1.78+15*0.02=4.910mN=4根中间支座负筋：L=8.6/3*2+0.35=6.323mN=4根L=3.35/3*2+0.35=2.483m总重量：(30*2+4.91*4+6.323*4+2.483)*2.47=265.32kg22:下部通长筋：L=28.95+2*12*0.022=29.478mN=3根263.539重

42、量:29.478*2.98*3根=263.53kg18:L=8.96/4*2+0.35=4.830mN=4根38.64重量:4.830*2.00*4根=38.64kgG-12:L=28.95+2*12*0.012=29.238mN=2根51.936重量:29.218*0.888*2根=51.93kg8(2)(250*500):重量:109.26kg(冋LL4)109.26LL10(9)16:上部通长筋：L=29.5+2*15*0.016=29.980mN=3根2563.2436-87-序号分部分项工程名称单位计算式数量结果接头个数下部通长筋：L=29.05+2*12*0.016=29.434m

43、N=3根总重量：(29.98*3+29.434*3)*1.58=281.62kgG-12:L=29.05+2*12*0.012=29.338mN=2根103.8612重量：29.338*0.888*2根=51.93kg8(2)(250*500):L=1.554m223.00根数：(2.1-0.1)/0.15+1*2+(3.25-0.1)0.15+1*7=182根重量:1.554*0.395*182根=111.50kgLL11(4)16:上部通长筋：L=18.925+2*15*0.016=19.405mN=2根1152.174端部支座负筋：L=6.995/3+0.35+0.78+15*0.016

44、=3.702mN=2根中间支座负筋：一排：L=6.995/3*2+0.35=5.013m二排：L=6.995/4*2+0.35=3.848mN=2根L=3.25/3*2+0.25=2.417m下部纵筋：L=0.555+2*12*0.016=0.939mN=3根L=6.7+2*12*0.016=7.084mN=3根L=3.25+2*12*0.016=3.643mN=3根总重量：(19.405*2+3.702*2+5.013+3.748*2+2.417+0.939*3+7.084*3+3.634*3)*1.58=152.17kg22:下部纵筋：L=6.995+2*12*0.022=7.523mN=

45、3根67.26重量:7.523*2.98*3根=67.26kgG-12:L=0.555+2*12*0.012=0.843mN=2根30.58L=7.9+2*12*0.012=8.188mmN=4根总重量：(0.843*2+8.188*4)*0.888=30.58kg8(2)(250*300):L=1.154m62.18根数：(6.7-0.1)/0.2+1+(3.25-0.1)/0.2+1+6=57根8(2)(250*650):L=(0.25+0.65)*2+8*0.008-8*0.025+23.8*0.008=1.854m根数：(6.995-0.1)/0.2+1+6=42根-88-序号分部分项

46、工程名称单位计算式数量结果接头个数8(2)(250*870):L=(0.25+0.87)*2+8*0.008-8*0.025+23.8*0.008=2.294m根数：(0.555-0.1)/0.1+仁6根总重量：(1.154*57+1.845*42+2.294*6)*0.395=62.18kgLL12(4)16:下部纵筋：重量：34.971*1.58=55.25kg(冋LL11)155.2518:上部通长筋：L=18.925+2*12*0.018=19.465mN=2根121.994中间支座负筋：L=6.7/3*2+0.25=4.717m一排：L=6.94/3*2+0.35=4.977m二排：

47、L=6.94/4*2+0.35=3.820mN=2根端部支座负筋：L=6.995/3+0.35+1.78+15*0.018=4.732m总重量:(19.465*2+4.717+4.977+3.820*2+4.732)*2.00=121.99kg25:下部纵筋：L=6.995+2*12*0.018=7.427mN=3根85.78重量:7.427*3.85*3根=85.78kg8(2):重量:62.18kk(同LL11)62.18LL14(5)20:上部通长筋：L=24.8+2*15*0.02=25.400mN=2根2250.968重量:25.4*2.47*2根=125.48kg16:端部支座负筋

48、：L=6.7/3+0.325+15*0.015=2.798mN=2根265.6012中间支座负筋：L=6.75/3*2+0.25=4.750m下部通长筋：L=24.15+2*12*0.016=24.534mN=3根总重量:(2.798*2+4.750+24.534*3)*1.58=132.80kg8(2)(250*400):L=(0.25+0.4)*2-8*0.025+8*0.008+23.8*0.008=1.354m139.06根数：(6.7-0.1)/0.2+1*2+(3.25-0.1)/0.2+1*3+6*2=130根重量：1.354*0.395*130根=69.53kgLL15(2)1

49、8:上部通长筋：L=9.023+2*15*0.018=9.563mN=2根1支座负筋:左:L=6.995/3+0.35+1.353+15*0.018=4.305m52.812右：L=6.995/3+0.325+15*0.018=2.927m总重量:(9.563*2+4.305+2.927)*2.00=52.81kg-89-序号分部分项工程名称单位计算式数量结果接头个数22:L=6.995+2*12*0.022=7.523mN=3根82.06L=1.128+2*12*0.012=1.416mN=3根总重量：(7.523*3+1.416*3)*2.98=82.06kgG-12:L=8.473+2*

50、12*0.012=8.761mN=4根33.63L=1.128+2*12*0.012=1.416mN=2根总重量:(8.761*4+1.416*2)*0.888=33.63kg8(2)(250*650):L=1.854m根数：(6.995-0.1)/0.2+1+6=42根40.738(2)(250*870):L=2.294m根数：(1.128-0.1)/0.1+仁11根总重量:(1.854*42+2.294*11)*0.395=40.73kgLL16(2)20:上部通长筋：L=9.023+2*15*0.02=9.623mN=3根186.613重量:9.623*2.47*3根=86.61kg22

51、:下部纵筋：82.06kk(同LL15)82.06G-12:重量：33.63kk(同LL15)33.638(2):重量:40.73kk(同LL15)40.73LL17(5)18:上部通长筋：L=24.8+2*15*0.018=25.340mN=2根1122.174端部支座负筋：L=6.7/3+0.325+15*0.018=2.828mN=2根中间支座负筋：L=6.75/3*2+0.25=4.750m总重量:(25.34*2+2.828*2+4.75)*2.00=122.17kg16:下部通长筋：重量：24.534*1.58*3根=121.03kg121.036G-12:L=24.15+2*12

52、*0.012=24.428mN=4根86.808重量:24.428*0.888*4根=86.80kg6(2):L=(0.25+0.7)*2-8*0.025+8*0.008+23.8*0.008=1.891m54.57根数：130根（同LL14）重量:1.891*0.222*130根=54.57kgLL18(2)20:重量：86.61kk(同LL16)2173.22322:重量:82.05kk(同LL16)164.10-90-序号分部分项工程名称单位计算式数量结果接头个数G-12:重量：33.63kg(同LL16)67.268(2)(250*650):L=1.854m根数:42+6=48根90.

53、248(2)(250*870):L=2.294m根数:11根总重量:(1.854*48+2.294*11)*0.395=45.12kgLL20(2)16:上部通长筋：L=2.2+2*15*0.016=2.680mN=2根237.16下部通长筋：L=1.75+2*12*0.016=2.134mN=3根总重量：(2.680*2+2.314*3)*1.58=18.58kg8(2)(250*300):L=1.154m7.84根数：(1.055-0.1)/0.2+1+(0.345-0.1)/0.2+1=8根重量：1.154*0.395*8根=3.92kgLL22(2)20:上部通长筋：L=8.624+2

54、*15*0.02=9.224mN=3根2109.366重量:9.224*2.47*3根=54.68kg16:下部纵筋：L=6.995+2*12*0.016=7.379mN=3根82.40悬挑段：0.929+2*12*0.016=1.313mN=3根总重量：(7.379*3+1.313*3)*1.58=41.20kgG-12：L=8.274+2*12*0.012=8.562mN=4根65.14L=0.929+2*12*0.012=1.217mN=2根总重量：(8.562*4+1.217*2)*0.888=32.57kg8(2)(250*650):L=1.854m根数:(6.995-0.1)/0.

55、2+1+6*2=48根86.628(2)(250*870):L=2.294m根数:(0.929-0.1)/0.1+仁9根总重量:(1.854*48+2.294*9)*0.395=43.31kgLL24(2)16:上部通长筋：L=1.9+2*15*0.016=2.380mN=2根232.42下部通长筋：L=1.45+2*12*0.016=1.843mN=3根总重量:(2.380*2+1.8434*3)*1.58=16.21kg8(2)(250*300):L=1.154m6.38根数：(0.755-0.1)/0.2+1+(0.345-0.1)/0.2+仁7根-91-序号分部分项工程名称单位计算式数

56、量结果接头个数重量：1.154*0.395*7根=3.19kgLL26(4)16:上部通长筋：L=18.925+2*15*0.016=19.405mN=2根2292.828端部负筋：L=3.702m（同LL11）中间支座负筋：(5.013+7.696+2.417=15.126m(同LL11)下部纵筋：L=2.87+21.254+10.902=35.026m总重量:(19.405*2+3.702+15.126+35.026)*1.58=146.41kg25:下部纵筋：L=6.995+2*12*0.025=7.595mN=3根175.44重量：7.595*3.85*3根=87.72kgG-12：重

57、量：30.58kk(同LL11)61.168(2)(250*650):L=1.854m根数：42+6*2=54根141.92总重量：(1.854*54+65.778+13.764)*0.395=70.96kgLL28(1)16:上部通长筋：L=1.695+2*15*0.016=2.175mN=2根228.24下部通长筋：L=1.145+2*12*0.016=1.529mN=3根重量：(2.175*2+1.529*3)*1.58=14.12kg8(2)(250*300):L=1.154m根数：(1.145-0.1)/0.2+仁6根5.46重量:1.154*0.395*6根=2.73kg5三层框架

58、梁kg按设计尺寸以kg计算KL10(3)25:上部通长筋：L=25.6-0.48*2+(0.5*0.6+5*0.025+15*0.025)*2=26.240m1978.4716下部通长筋：L=26.240m上下通长筋N=8根左端部支座负筋：L=7.395/3+0.5*0.6+5*0.025*15*0.025=3.265m右端支座负筋：一排：L=7.395/3+0.5*0.6+5*0.025*15*0.025=3.265m二排：L=7.395/4*+0.5*0.6+5*0.025+15*0.025=1.649mN=2根中间支座负筋：一排：8.55/3*2+0.65=6.350mN=2根二排：8.

59、55/4*2+0.65=4.925mN=4根总重量:(26.4*8+3.265+3.265+1.649*2+6.35*2+4.925*4)*3.85=978.47kgN-12:L=24.64+2*25*0.012=25.240mN=6根134.4812-92-序号分部分项工程名称单位计算式数量结果接头个数重量:25.24*0.888*6根=134.48kg8(4)(350*850):L=4.543m364.28根数:(7.395-1.5*0.85*2)/0.2+(1.5*0.85-0.05”0.1*2+1+(1.5*0.85-0.05)/0.1*2+(8.55-1.5*0.85*2)/0.2+

60、1+6*8=203根重量：4.543*0.395*203根=364.28kgKL11(3B)25:上部通长筋：L=29.4+2*12*0.025=30.000mN=4根21987.6048端部支座负筋：L=7.395/3+0.6+1.78+2*12*0.025=5.445mN=2根右端支座负筋：L=8.55/3*2+0.65=6.350mN=2根下部纵筋：L=7.395+0.5*0.6+5*0.025+15*0.025+37*0.025=9.120mN=8根L=8.55+2*37*0.025=10.400mN=4根总重量:(30*4+5.445*2+6.35*2+9.12*8+10.4*4)*