钢结构工程量计算实例

图纸卷册,轴线,序号,构件名称,型号规格,数量,计算式,计算结果,单位,备注,

T0339-01,,1,Z2砼柱基,2.0*2.4,3,2*2.4*0.55*3,7.920,m3,,

,,2,Z2砼柱,0.5*0.6,3,0.5*0.6*0.9*3,0.810,m3,,

,,3,钢柱,M20螺栓,12,(0.666+0.1)*4*3*2.47,22.704,kg,,

,,4,灌浆料,H-40,3,0.5*0.6*0.05*3,0.045,m3,,

,,,钢柱,-25*325*300,15,0.325*0.3*(2*15-8)*196.25,420.956,kg,,

,,,钢柱,-25*125*425,15,0.125*0.425*4*15*196.25,625.547,kg,,

,,,钢柱,-25*180*300,15,0.18*0.3*4*2*15*196.25,1271.700,kg,,

,,,钢柱,-25*180*650,15,0.18*0.65*2*15*196.25,688.838,kg,,

,,,钢柱,-25*650*300,15,0.65*0.3*8*196.25,306.150,kg,,

,,6,钢柱,-16*350*450,3,0.35*0.45*3*125.6,59.346,kg,,

,,,钢柱,-8*100*150,3,0.1*0.15*2*3*62.8,5.652,kg,,

,,,钢柱,-16*80*80,3,0.08*0.08*4*3*125.6,9.646,kg,,

T0339-02,6.26m层,1,钢柱,Z1、Z1a,12,6.26*12*357.371,26845.710,kg,,

,,,钢柱,Z1b,3,6.26*3*420.171,7890.811,kg,,

,,,钢柱,Z2,3,(6.26-0.7)*3*62.549,1043.317,kg,,

,D-5/D(8-9),2,钢梁,ZL-1,5,(2.5-0.3+0.125)*5*181.971,2115.413,kg,,

,,,钢梁,ZL-2,2,(2.5+0.125)*2*88.627,465.292,kg,,

,D-5/D(9-10),,钢梁,ZL-1,5,(9-0.6)*5*181.971,7642.782,kg,,

,,,钢梁,ZL-2,2,9*2*88.627,1595.286,kg,,

,,,钢梁,CL-3,12,2.25*12*27.41,740.070,kg,,

,D-5/D(10-11),,钢梁,ZL-1,5,(9-0.6)*5*181.971,7642.782,kg,,

,,,钢梁,ZL-2,2,9*2*88.627,1595.286,kg,,

,,,钢梁,CL-1,1,5.5*1*65.689,361.290,kg,,

,,,钢梁,CL-3,3,2.25*3*27.41,185.018,kg,,

,,,钢梁,,1,1.25*1*27.41,34.263,kg,,

,D-5/D(11-12),,钢梁,ZL-1,4,(2.5-0.3+0.125)*4*181.971,1692.330,kg,,

,,,钢梁,,1,(4-0.3+0.125)*1*181.971,696.039,kg,,

,,,钢梁,ZL-2,1,(2.5+0.125)*1*88.627,232.646,kg,,

,,,钢梁,,1,(4+0.125)*1*88.627,365.586,kg,,

,8-12(D-1/D),,钢梁,CL-1,1,3.1*1*65.689,203.636,kg,,

,,,钢梁,ZL-3,3,3.1*3*117.366,1091.504,kg,CL-2改为ZL-3(土25号),

,,,钢梁,CL-3,8,2.7*8*27.41,592.056,kg,,

,8-12(1/D-4/D),,钢梁,CL-1,24,7.5*24*65.689,11824.020,kg,,

,,,钢梁,ZL-3,9,7.5*9*117.366,7922.205,kg,,

,8-12(4/D-5/D),,钢梁,ZL-1,2,7.5*2*181.971,2729.565,kg,,

,,,钢梁,ZL-3,2,7.5*2*117.366,1760.490,kg,,

,,,钢梁,CL-1,6,7.5*6*65.689,2956.005,kg,,

,,,钢梁,CL-2,1,4.68*50.319,235.493,kg,,

,8-12(5/D-外),,钢梁,CL-1,2,2.625*2*65.689,344.867,kg,,

,,,钢梁,CL-3,6,2.5*6*27.41,411.150,kg,,

,,,钢梁,ZL-3,3,(2.5+0.125)*3*117.366,924.257,kg,,

,9.56m层,1,钢柱,Z1、Z1a,12,(9.56-6.26)*12*357.371,14151.892,kg,,

,,,钢柱,Z1b,3,(9.56-6.26)*3*420.171,4159.693,kg,,

,,,钢柱,Z2,14,(9.56-6.26-0.7)*14*62.549,2276.784,kg,,

,,,钢柱,,3,(9.56-6.26-0.6)*3*62.549,506.647,kg,,

,D-5/D(8-9),2,钢梁,ZL-1,5,(2.5-0.3+0.125)*5*181.971,2115.413,kg,,

,,,钢梁,ZL-2,2,(2.5+0.125)*2*88.627,465.292,kg,,

,D-5/D(9-10),,钢梁,ZL-1,5,(9-0.6)*5*181.971,7642.782,kg,,

,,,钢梁,ZL-2,2,9*2*88.627,1595.286,kg,,

,,,钢梁,CL-3,4,2.25*4*27.41,246.690,kg,,

,D-5/D(10-11),,钢梁,ZL-1,5,(9-0.6)*5*181.971,7642.782,kg,,

,,,钢梁,ZL-2,2,9*2*88.627,1595.286,kg,,

,,,钢梁,CL-1,1,5.5*1*65.689,361.290,kg,,

,,,钢梁,CL-3,1,2.25*1*27.41,61.673,kg,,

,,,钢梁,,1,1.25*1*27.41,34.263,kg,,

,D-5/D(11-12),,钢梁,ZL-1,4,(2.5-0.3+0.125)*4*181.971,1692.330,kg,,

,,,钢梁,,1,(4-0.3+0.125)*1*181.971,696.039,kg,,

,,,钢梁,ZL-2,1,(2.5+0.125)*1*88.627,232.646,kg,,

,,,钢梁,,1,(4+0.125)*1*88.627,365.586,kg,,

,8-12(D-1/D),,钢梁,CL-1,1,3.1*1*65.689,203.636,kg,,

,,,钢梁,ZL-3,3,3.1*3*117.366,1091.504,kg,CL-2改为ZL-3(土25号),

,,,钢梁,CL-3,8,2.7*8*27.41,592.056,kg,,

,8-12(1/D-4/D),,钢梁,CL-1,24,7.5*24*65.689,11824.020,kg,,

,,,钢梁,ZL-3,9,7.5*9*117.366,7922.205,kg,,

,8-12(4/D-5/D),,钢梁,ZL-1,2,7.5*2*181.971,2729.565,kg,,

,,,钢梁,ZL-3,2,7.5*2*117.366,1760.490,kg,,

,,,钢梁,CL-1,6,7.5*6*65.689,2956.005,kg,,

,,,钢梁,CL-2,2,4.68*2*50.319,470.986,kg,,

,8-12(5/D-外),,钢梁,CL-1,2,(2.5+0.125)*2*65.689,344.867,kg,,

,,,钢梁,CL-3,6,2.5*6*27.41,411.150,kg,,

,,,钢梁,ZL-3,3,(2.5+0.125)*3*117.366,924.257,kg,,

T0339-03,12.56m层,1,钢柱,Z1、Z1a,12,(12.56-9.56+1.2)*12*357.371,18011.498,kg,,

,,,钢柱,Z1b,3,(12.56-9.56+1.2)*3*420.171,5294.155,kg,,

,,,钢柱,Z2,14,(12.56-9.56-0.7)*14*62.549,2014.078,kg,,

,,,钢柱,,3,(12.56-9.56-0.6)*3*62.549,450.353,kg,,

,D-5/D(8-9),2,钢梁,ZL-1,5,(2.5-0.3+0.125)*5*181.971,2115.413,kg,,

,,,钢梁,ZL-2,2,(2.5+0.125)*2*88.627,465.292,kg,,

,D-5/D(9-10),,钢梁,ZL-1,5,(9-0.6)*5*181.971,7642.782,kg,,

,,,钢梁,ZL-2,2,9*2*88.627,1595.286,kg,,

,,,钢梁,CL-3,2,2.275*2*27.41,124.716,kg,,

,,,钢梁,,2,2.075*2*27.41,113.752,kg,,

,,,钢梁,,1,2.225*1*27.41,60.987,kg,,

,,,钢梁,,1,2.425*1*27.41,66.469,kg,,

,,,钢梁,,1,1.95*1*27.41,53.450,kg,,

,,,钢梁,,1,2.7*1*27.41,74.007,kg,,

,D-5/D(10-11),,钢梁,ZL-1,5,(9-0.6)*5*181.971,7642.782,kg,,

,,,钢梁,ZL-2,2,9*2*88.627,1595.286,kg,,

,,,钢梁,CL-1,1,5.5*1*65.689,361.290,kg,,

,,,钢梁,CL-3,2,2.075*2*27.41,113.752,kg,,

,,,钢梁,,1,1.425*1*27.41,39.059,kg,,

,,,钢梁,,1,1.95*1*27.41,53.450,kg,,

,,,钢梁,,1,2.7*1*27.41,74.007,kg,,

,,,钢梁,,1,2.275*1*27.41,62.358,kg,,

,D-5/D(11-12),,钢梁,ZL-1,4,(2.5-0.3+0.125)*4*181.971,1692.330,kg,,

,,,钢梁,,1,(4-0.3+0.125)*1*181.971,696.039,kg,,

,,,钢梁,ZL-2,1,(2.5+0.125)*1*88.627,232.646,kg,,

,,,钢梁,,1,(4+0.125)*1*88.627,365.586,kg,,

,8-12(D-1/D),,钢梁,CL-1,1,3.1*1*65.689,203.636,kg,,

,,,钢梁,ZL-3,3,3.1*3*117.366,1091.504,kg,CL-2改为ZL-3(土25号),

,,,钢梁,CL-3,8,2.7*8*27.41,592.056,kg,,

,8-12(1/D-3/D),,钢梁,CL-1,28,7.5*28*65.689,13794.690,kg,,

,,,钢梁,ZL-3,6,7.5*6*117.366,5281.470,kg,,

,8-12(3/D-4/D),,钢梁,CL-1,8,7.5*8*65.689,3941.340,kg,,

,,,钢梁,ZL-3,3,7.5*3*117.366,2640.735,kg,,

,8-12(4/D-5/D),,钢梁,ZL-1,2,7.5*2*181.971,2729.565,kg,,

,,,钢梁,ZL-3,2,7.5*2*117.366,1760.490,kg,,

,,,钢梁,CL-1,6,7.5*6*65.689,2956.005,kg,,

,,,钢梁,CL-2,2,4.68*2*50.319,470.986,kg,,

,8-12(5/D-外),,钢梁,CL-1,2,(2.5+0.125)*2*65.689,344.867,kg,,

,,,钢梁,CL-3,6,2.5*6*27.41,411.150,kg,,

,,,钢梁,ZL-3,3,(2.5+0.125)*3*117.366,924.257,kg,,

,18.76m层,1,钢柱,Z3,15,(18.61-12.56-1.2)*15*211.244,15368.001,kg,,

,,,钢柱,Z2,14,(18.61-12.56-0.7)*14*62.549,4684.920,kg,,

,,,钢柱,,3,(18.61-12.56-0.6)*3*62.549,1022.676,kg,,

,D-5/D(8-9),2,钢梁,ZL-1,5,(2.5-0.3+0.125)*5*181.971,2115.413,kg,,

,,,钢梁,ZL-2,2,(2.5+0.125)*2*88.627,465.292,kg,,

,D-5/D(9-10),,钢梁,ZL-1,5,(9-0.6)*5*181.971,7642.782,kg,,

,,,钢梁,ZL-2,2,9*2*88.627,1595.286,kg,,

,D-5/D(10-11),,钢梁,ZL-1,5,(9-0.6)*5*181.971,7642.782,kg,,

,,,钢梁,ZL-2,2,9*2*88.627,1595.286,kg,,

,,,钢梁,CL-1,1,5.5*1*65.689,361.290,kg,,

,,,钢梁,CL-3,1,1.25*1*27.41,34.263,kg,,

,,,钢梁,,1,2.25*1*27.41,61.673,kg,,

,D-5/D(11-12),,钢梁,ZL-1,4,(2.5-0.3+0.125)*4*181.971,1692.330,kg,,

,,,钢梁,,1,(4-0.3+0.125)*1*181.971,696.039,kg,,

,,,钢梁,ZL-2,1,(2.5+0.125)*1*88.627,232.646,kg,,

,,,钢梁,,1,(4+0.125)*1*88.627,365.586,kg,,

,8-12(D-1/D),,钢梁,CL-1,1,3.1*1*65.689,203.636,kg,,

,,,钢梁,ZL-3,3,3.1*3*117.366,1091.504,kg,CL-2改为ZL-3(土25号),

,,,钢梁,CL-3,8,2.7*8*27.41,592.056,kg,,

,8-12(1/D-4/D),,钢梁,CL-1,24,7.5*24*65.689,11824.020,kg,,

,,,钢梁,ZL-3,9,7.5*9*117.366,7922.205,kg,,

,8-12(4/D-5/D),,钢梁,ZL-1,3,7.5*3*181.971,4094.348,kg,,

,,,钢梁,ZL-3,1,7.5*1*117.366,880.245,kg,,

,,,钢梁,CL-1,6,7.5*6*65.689,2956.005,kg,,

,,,钢梁,CL-2,2,4.68*2*50.319,470.986,kg,,

,8-12(5/D-外),,钢梁,CL-1,2,(2.5+0.125)*2*65.689,344.867,kg,,

,,,钢梁,CL-2,1,2.5*1*50.319,125.798,kg,,

,,,钢梁,CL-3,5,2.5*5*27.41,342.625,kg,,

,,,钢梁,ZL-3,3,(2.5+0.125)*3*117.366,924.257,kg,,

T0339-04,21.56m层,1,钢柱,Z3,5,(21.41-18.61)*5*211.244,2957.416,kg,,

,,,钢柱,Z2,2,(21.41-18.61-0.6)*2*62.549,275.216,kg,,

,4/D-5/D(9-10),2,钢梁,ZL-1,2,(9-0.6)*2*181.971,3057.113,kg,,

,,,钢梁,ZL-3,2,7.5*2*117.366,1760.490,kg,,

,,,钢梁,CL-1,3,7.5*3*65.689,1478.003,kg,,

,4/D-5/D(10-11),,钢梁,ZL-3,1,(9-0.6)*1*117.366,985.874,kg,,

,,,钢梁,,1,9*1*117.366,1056.294,kg,,

,,,钢梁,,1,2.82*1*117.366,330.972,kg,,

,,,钢梁,CL-3,3,2.82*3*27.41,231.889,kg,,

T0339-04,11轴框架立面图,3,钢梁,CL-3,6,2.82*6*27.41,463.777,kg,,

,,4,支撑,ZC1,2,((9.487-0.259-0.839)*2-0.364)*2*2*27.41,1799.631,kg,,

,,,支撑,,3.5,(9.795-0.839*2-1.306)*3.5*2*27.41,1306.827,kg,,

,,,支撑,,2,((9.725-0.839*2)*2-0.364)*2*2*27.41,1724.637,kg,,

,,,支撑,ZC2,1,((3.973-0.463-0.593)*2-0.14)*1*2*15.12,172.187,kg,,

,b框架立面图,5,钢梁,CL-3,2,2.82*2*27.41,154.592,kg,,

T0342-08,,,支撑,ZC2缀板-10*90*140,7,0.09*0.14*7*78.5,6.924,kg,,

,,,支撑,ZC1缀板-10*90*0.29,96,0.09*0.29*96*78.5,196.690,kg,,

T0342-08(11轴),#8节点,1,支撑,柱脚连接件-20*400*500,4,0.4*0.5*4*157,125.600,kg,,

,,,高强螺栓,M22,4,6*4,24.000,套,,

,#9节点,1,支撑,连接板-16*500*880,4,0.5*0.8*4*125.6,200.960,kg,,

,,,高强螺栓,M22,4,12*4,48.000,套,,

,#10节点,1,支撑,连接板-16*488*944,19,0.488*0.944*1*19*125.6,1099.348,kg,,

,,2,支撑,L100*12,19,(0.325+0.4)*19*17.898,246.545,kg,,

,,,高强螺栓,M22,19,(5+4)*19+6*19,285.000,套,,

,#11节点,1,支撑,-16*394*1585,3,0.394*1.585*3*125.6,235.308,kg,,

,,,支撑,-16*395*0.792(半块),1,0.395*0.792*1*125.6,39.293,kg,,

,,,支撑,加劲板-12*250*1388,4,0.25*1.388*4*94.2,130.750,kg,,

,,,高强螺栓,M22,,6*7,42.000,套,,

,#12节点,1,支撑,连接板-16*375*850,4,0.375*0.85*4*125.6,160.140,kg,,

,,,支撑,L100*12,4,(0.4+0.25)*4*17.898,46.535,kg,,

,,,高强螺栓,M22,4,(5+3)*4+3*4,44.000,套,,

,#14节点,1,支撑,连接板-12*400*640,1,0.4*0.64*1*94.2,24.115,kg,,

,,,高强螺栓,M22,1,6*1,6.000,套,,

T0339-05,9轴框架立面图,1,支撑,ZC1,1,((9.487-0.259-0.839)*2-0.364)*1*2*27.41,899.815,kg,,

,,,支撑,,4,(9.795-0.839*2-1.306)*4*2*27.41,1493.516,kg,,

,,,支撑,,1,((9.725-0.839*2)*2-0.364)*1*2*27.41,862.319,kg,,

,,,支撑,,2,(6.915-0.259-0.462)*2*2*27.41,679.110,kg,,

,,,支撑,,1,(6.803-0.839-0.402)*1*2*27.41,304.909,kg,,

,,,支撑,,1,(7.78-0.839-0.402)*1*2*27.41,358.468,kg,,

,,,支撑,ZC2,2,(4.68-0.608-0.776)*2*2*15.12,199.342,kg,,

,,,支撑,ZC2缀板-10*90*140,7,0.09*0.14*9*78.5,8.902,kg,,

,,,支撑,ZC1缀板-10*90*0.29,94,0.09*0.29*94*78.5,192.592,kg,,

T0342-08(9轴),#8节点,1,支撑,柱脚连接件-20*400*500,4,0.4*0.5*4*157,125.600,kg,,

,,,高强螺栓,M22,4,6*4,24.000,套,,

,#9节点,1,支撑,连接板-16*500*880,2,0.5*0.8*2*125.6,100.480,kg,,

,,,高强螺栓,M22,2,12*2,24.000,套,,

,#10节点,1,支撑,连接板-16*488*944,16,0.488*0.944*1*16*125.6,925.766,kg,,

,,2,支撑,L100*12,16,(0.325+0.4)*16*17.898,207.617,kg,,

,,,高强螺栓,M22,16,(5+4)*16+6*16,240.000,套,,

,#11节点,1,支撑,-16*394*1585,6,0.394*1.585*6*125.6,470.616,kg,,

,,,支撑,加劲板-12*250*1388,4,0.25*1.388*4*94.2,130.750,kg,,

,,,支撑,加劲板-12*250*994,2,0.25*0.994*2*94.2,46.817,kg,,

,,,高强螺栓,M22,6,12*6,72.000,套,,

,#12节点,1,支撑,连接板-16*375*850,2,0.375*0.85*2*125.6,80.070,kg,,

,,,支撑,L100*12,2,(0.4+0.25)*2*17.898,23.267,kg,,

,,,高强螺栓,M22,2,(5+3)*2+3*2,22.000,套,,

,#13节点,1,支撑,连接板-16*270*1475,1,0.27*1.475*1*125.6,50.020,kg,,

,,,支撑,加劲板-12*250*870,1,0.25*0.87*1*94.2,20.489,kg,,

,,,支撑,加劲板-12*250*270,1,0.25*0.27*2*1*94.2,12.717,kg,,

,,,高强螺栓,M22,1,6*1,6.000,套,,

T0339-05,10轴框架立面图,3,支撑,ZC2,2,(3.424-0.463-0.593)*2*2*15.12,143.217,kg,,

T0342-08(10轴),#12节点,1,支撑,连接板-16*375*850,2,0.375*0.85*2*125.6,80.070,kg,,

,,,支撑,L100*12,2,(0.4+0.25)*2*17.898,23.267,kg,,

,,,高强螺栓,M22,2,(5+3)*2+3*2,22.000,套,,

,#13节点,1,支撑,连接板-16*270*1475,1,0.27*1.475*1*125.6,50.020,kg,,

,,,支撑,加劲板-12*250*870,1,0.25*0.87*1*94.2,20.489,kg,,

,,,支撑,加劲板-12*250*270,1,0.25*0.27*2*1*94.2,12.717,kg,,

,,,高强螺栓,M22,1,6*1,6.000,套,,

T0339-06,a轴框架立面图,1,支撑,钢筋∮20,,(7.892+6.414+6.265+8.288)*2*2.47,142.563,kg,,

,,,支撑,连接板-150*150*10,16,0.15*0.15*16*78.5,28.260,kg,,

T0342-06,1/D轴框架立面图,1,支撑,ZC3,2,(3.905-0.593-0.463)*2*2*15.12,172.308,kg,,

,,,,连接板-16*375*850,2,0.375*0.85*2*125.6,80.070,kg,,

,,,,连接板-16*270*738,2,0.27*0.738*2*125.6,50.054,,,

,,,高强螺栓,M22,2,6*2,12.000,,,

T0342-07,#1节点(梁连接)1-1剖面,1,钢梁,连接板-12*340*550,126,0.34*0.55*2*126*94.2,4439.081,kg,连接板,

,,,钢梁,-20*143.5*1050,126,(0.3-0.013)/2*1.05*4*126*157,11922.611,kg,连接板,

,,,钢梁,-20*300*1050,126,0.3*1.05*2*126*157,12462.660,kg,连接板,

,,,高强螺栓,M22,126,28*126+64*126,11592.000,套,连接板,

,,,钢梁,-24*187.5*520,72,(0.6-0.04*2)*(0.4-0.025)/2*72*188.4,1322.568,kg,Z1、1a加劲板,

,,,钢梁,-24*237.5*520,18,(0.6-0.04*2)*(0.5-0.025)/2*18*188.4,418.813,kg,Z1b加劲板,

,,,钢梁,-24*194*550,36,(0.6-0.025*2)*(0.4-0.012)/2*36*188.4,723.682,kg,Z3加劲板,

T0342-08,#7节点(柱连接),1,钢柱,-30*400*800,15,0.4*0.8*2*15*235.5,2260.800,kg,Z1、1A-Z3和Z1B-Z3连接,

,,,钢柱,-30*187*800,15,(0.4-0.025)/2*0.8*4*15*235.5,2119.500,kg,,

,,,钢柱,-20*400*500,15,0.5*0.4*2*15*235.5,1413.000,kg,,

,,,钢柱,贴板-16*400*400,15,0.4*0.4*2*15*125.6,602.880,kg,,

,,,高强螺栓,M22,15,(30+40*2)*15,1650.000,套,,

T0342-07,#3节点(梁连接),1,钢梁,-16*250*810,24,0.25*0.81*2*24*125.6,1220.832,kg,走廊处ZL-3与Z1B柱相交,翼缘板

,,,钢梁,-16*120*800,24,(0.25-0.011)/2*0.8*4*24*125.6,1152.707,kg,,翼缘板

,,,钢梁,-12*340*475,24,0.34*0.475*2*24*94.2,730.238,kg,,腹板

,,,高强螺栓,M22,24,(24*2+24)*24,1728.000,套,,

,,,钢梁,-24,24,(0.8-0.4/2)*(0.4/2-0.25/2)*4*24*188.4,813.888,kg,,钢梁翼缘板加宽

T0342-07,#1节点(梁连接)2-2剖面,1,钢梁,连接板-12*190*475,93,0.19*0.475*2*93*94.2,1581.288,kg,ZL-3与柱相交,连接件

,,,高强螺栓,M22,93,12*93,1116.000,套,,

,,,钢梁,连接板-12*190*575,8,0.19*0.575*2*8*94.2,164.662,kg,ZL-1与柱相交,连接件

,,,高强螺栓,M22,8,14*8,112.000,套,,

T0342-07,#4号节点,1,钢梁,-20*290*290,38,0.29*0.29*38*157,501.741,kg,柱在ZL-1、ZL-3,连接件

,,,钢梁,-12*700*300,38,0.7*0.3*38*94.2,751.716,kg,悬挑梁头加劲板,

,,,钢梁,-12*190*325,38,0.19*0.325*4*38*94.2,884.161,kg,,

,,,钢梁,加劲板-8,38,(0.7-0.024*2)*(0.3-0.013)/2*2*38*62.8,446.553,kg,,

,,,高强螺栓,M22,38,4*38+16*38,760.000,套,,

T0339-04,梁与柱铰接节点,1,钢梁,L100*10,16,0.25*2*16*15.12,120.960,kg,11轴和B轴(CL-3与Z2),

,,,高强螺栓,M22,16,8*16,128.000,套,,

T0342-07,#5号节点,1,钢梁,-20*290*290,9,0.29*0.29*9*157,118.833,kg,柱与梁连接板,

,,,钢梁,-12*700*300,9,0.7*0.3*9*94.2,178.038,kg,悬挑梁头板,

,,,钢梁,加劲板-8,9,(0.7-0.024*2)*(0.3-0.013)/2*2*9*62.8,105.762,kg,,

,,,钢梁,-12*190*325,9,0.19*0.325*4*9*94.2,209.407,kg,腹部连接板,

,,,钢梁,-24*200*380,9,0.2*0.38*2*9*188.4,257.731,kg,上翼缘连接板,

,,,钢梁,-12*200*380,9,0.2*0.38*2*9*94.2,128.866,kg,下翼缘连接板,

,,,钢梁,-16*200*660,9,0.2*0.66*4*9*125.6,596.851,kg,上下翼缘连接板,

,,,高强螺栓,M22,9,((32+8)*2+4)*9,756.000,套,,

T0342-07,#5a号节点,1,钢梁,-20*290*290,6,0.29*0.29*6*157,79.222,kg,柱与梁连接板,

,,,钢梁,-12*600*250,6,0.6*0.25*6*94.2,84.780,kg,悬挑梁头板,

,,,钢梁,加劲板-10,6,(0.6-0.017*2)*(0.25-0.011)/2*2*6*78.5,63.714,kg,,

,,,钢梁,-12*190*400,6,0.19*0.4*4*6*94.2,171.821,kg,腹部连接板,

,,,钢梁,-24*250*380,6,0.25*0.38*2*6*188.4,214.776,kg,上翼缘连接板,

,,,钢梁,-16*250*380,6,0.25*0.38*2*6*125.6,143.184,kg,下翼缘连接板,

,,,钢梁,-16*250*810,6,0.25*0.81*4*6*125.6,610.416,kg,上下翼缘连接板,

,,,高强螺栓,M22,6,((40+10)*2+4)*6,624.000,套,,

T0339-07,阳台悬挑拐角连接,1,钢梁,角钢L100*10,12,(0.45-0.06*2)*12*15.12,59.875,kg,捌角处CL-1与ZL-2连,

,,2,高强螺栓,M22,12,4*12,48.000,套,,

T0342-08,#6号节点,1,钢梁,翼缘板-12*250*1270,8,0.25*1.27*2*8*94.2,478.536,kg,变更CL-2改为ZL-3,

,,,钢梁,腹板-12*170*500,8,0.17*0.5*4*8*94.2,256.224,kg,,

,,2,高强螺栓,M22,8,(12*2+12*4)*8,576.000,套,,

T0342-08,#6a号节点,1,钢梁,加劲板-16*100*239,4,0.1*(0.25-0.011)*4*125.6,12.007,kg,,

,,,钢梁,加劲板-12*366*239,4,(0.4-0.017*2)*0.239*4*4*94.2,131.841,kg,,

,,,钢梁,加劲板-12*566*239,4,(0.6-0.017*2)*0.239*2*4*94.2,101.942,kg,,

,,2,高强螺栓,M22,4,10*4,40.000,套,,

,,3,钢梁,角钢L100*10,4,0.5*2*4*15.12,60.480,kg,,

T0342-07,#2号节点,1,钢梁,连接件-12,56,((0.7-0.024*2)*(0.3-0.013)/2+0.175*0.175)*56*94.2,655.111,kg,CL-3与ZL-1相连(腹板边线定位),

,,,高强螺栓,M22,56,4*56,224.000,套,,

,,,钢梁,连接件-12,56,((0.5-0.016*2)*(0.2-0.010)/2+0.175*0.175)*56*94.2,396.088,kg,CL-3与ZL-2相连(腹板边线定位),

,,,高强螺栓,M22,56,4*56,224.000,套,,

,,,钢梁,连接件-12,8,((0.6-0.017*2)*(0.25-0.011)/2+0.175*0.175)*8*94.2,74.050,kg,CL-3与ZL-3相连(腹板边线定位),

,,,高强螺栓,M22,8,4*8,32.000,套,,

,参#2号节点,2,钢梁,连接件L100*10,38,(0.25-0.075)*4*38*15.12,402.192,kg,CL-3与其它梁连接(翼缘中心定位),

,,,高强螺栓,M22,38,2*38,76.000,套,,

T0342-07****,#2号节点,1,钢梁,连接件L100*10,106,0.55*4*106*15.12,3525.984,kg,CL-1与梁相连,

,,,钢梁,加劲板-12*,29,(0.7-0.024*2)*(0.3-0.013)/2*29*94.2,255.593,kg,,

,,,高强螺栓,M22,144,144*14,2016.000,套,,

,,2,钢梁,连接件L100*10,7,0.55*4*7*15.12,232.848,kg,CL-2与梁相连,

,,,钢梁,加劲板-12*,7,(0.7-0.024*2)*(0.3-0.013)/2*2*7*94.2,123.390,kg,,

,,,高强螺栓,M22,7,14*7,98.000,套,,

,,3,钢梁,连接件L100*10,4,0.55*4*4*15.12,133.056,kg,ZL-1与梁相连,

,,,钢梁,加劲板-12*,4,(0.7-0.024*2)*(0.3-0.013)/2*2*4*94.2,70.508,kg,,

,,,高强螺栓,M22,4,14*4,56.000,套,,

T0342-08,#15号节点,1,钢梁,BH200*300*10*16,3,(0.55-0.1)*3*72.927,98.451,kg,A-A剖面(6.25m、12.56m、18.77m),

,,,钢梁,PL-12*200*200,3,0.2*0.2*2*3*94.2,22.608,kg,,

,,,钢梁,加劲板-10,3,(0.5-0.016*2)*(0.2-0