螺栓钢梁钢梁高强螺栓钢梁钢梁高强螺栓钢梁钢梁钢梁钢梁高强螺栓高强螺栓
加劲板1012190400242503801625038016250810M22角钢L10010M22翼缘板122501270腹板12170500M22加劲板16100239加劲板12366239加劲板12566239M22角钢L10010连接件12M22连接件12M22连接件12M22连接件L10010M22连接件L10010加劲板12M22连接件L10010加劲板12M22连接件L10010加劲板12M22BH2003001016PL12200200加劲板10加劲板16300500M22M22
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T0342086a号节点
T0342072号节点
参2号节点T0342072号节点
21
2
3
T03420815号节点
1
fT0339B02
2钢梁钢梁钢梁钢梁高强螺栓高强螺栓钢梁1单轨吊单轨吊单轨吊单轨吊高强螺栓高强螺栓
BH2003001016PL12200200加劲板10加劲板16300500M22M22加劲板10I36a8300920垫板车60606钢筋∮10M20M18
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小计
小计
Z2砼柱Z2砼柱基钢梁钢柱高强螺栓M22高强螺栓M20高强螺栓M18灌浆料支撑单轨吊
钢楼梯［25a［16ａ∠504楼梯合计PL6（踏步平、侧面）PL6（平台板）PL6（平台板）PL8（平台板）钢板16250400平台踏步合计
单重2741172430594714714716281256
f计算式224055305060930666014324705060053032503215819625012504254151962501803421519625018065215196250650381962503504531256010152362800800843125662612357371626342017162607362549250301255181971250125288627906518197192886272251227419065181971928862755165689225327411251274125030125418197140301251181971250125188627401251886273116568931311736627827417524656897591173667521819717521173667566568946850319262526568925627412501253117366
计算结果NAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAMENAME
单位m3m3kgm3kgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkg
f9566261235737195662634201719566260714625499566260636254925030125518197125012528862790651819719288627225427419065181971928862755165689225127411251274125030125418197140301251181971250125188627401251886273116568931311736627827417524656897r