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桥架支架计算表
只需填入桥架长度、梁高、距梁高度,其他自动计算,其他已锁定如需更改密码123桥架宽度100mm以下的吊架采用单杆吊架,按照图集04D70137778页方案1;桥架间距按规范GB50303A20B2D2EB022A100桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距M单吊长度mm吊框长度mm防晃支架mm吊杆个数505060010026802801050110050600100268038011001100100105600100268048012001桥架宽度1501200采用圆钢门架支架门架横担型钢详下表,暂取中间D2EB图纸确定DEBA100值2A100桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数150100600100280025012502200506001002750300120022001002744600100280030013002200150600100285030014002桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数300100600100280040014002300150600100285040015002300200600100290040016002400100600100280050015002400150600100285050016002400200600100290050017002桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数50010060010028006001600250015060010028506001700250020060010029006001800250025060010029506001900260015060010028507001800260020060010029007001900260030060010021000700210028002006001002900900210028003006001002100090023002桥架宽桥架高桥架长度M结构梁高mm距梁高度mm支架间距单吊长度横梁长度防晃支架mm吊杆个数10002006001002900110023002100030060010021000110025002120030060010021000130027002120040060010021100130029002图纸确定取中间值DE20
f架支架计算表
2002第33页GJKHL1020M个CFMONP00C20φ10吊架KGML303角铁比重防晃单支重量KG支架单支重量KG防晃支架个数支架个数支架总重KG061713731441650804000000006171373151030941300000000617137316476107860525525653图集确定I1000LGJKHL1020M个00C20φ10吊架比重L404角铁比重防晃单支重量KG支架单支重量KG防晃支架个数0617242230275159270061724222906416521006172422314861713813720617242233908177550φ10吊架比重L505型钢比重防晃单支重量KG支架单支重量KG防晃支架个数061737752782495200617377565525569006173776032261860061737756552872200617377603229339006173776409299560φ10吊架比重L505型钢比重防晃单支重量KG支架单支重量KG防晃支架个数06173776032324920061737764093310900617377678633726006r
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