钢筋分层汇总表

工程名称:锦州市某商业银行办公楼钢筋图楼层名称钢筋形式总长(m)170.52307.5444369.84759.281112.8326720.016总重(kg)67.3681.73665.7581198.222223.52810574.61213.684730.2173469.5962043.837324.596271.3522227.271171.2881302.781225.3843054.9123426.601827.9121045.21661.55820996.198技术负责人:

其中箍筋(kg)67.3681.736000257.104213.6842.9323018.8651960.495259.674175.3140000000005917.9第1页 共4页搭接形式绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0) 接头总数(0)绑扎(0)绑扎(0)绑扎(26)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(11)绑扎(248)绑扎(282)绑扎(0)绑扎(0)绑扎(0) 接头总数(567)鲁班软件

A8A10A160层(基础层)B16B18小计A6A6.5A8A10A12A16B8B101层(首层)962.4222811.6068782.0573312.88365.525171.9415637.686277.541467.1521014.4131936.0171715.061335.736350.268171.729312.004B12B14B16B18B20B22B25小计编制人:

工程名称:锦州市某商业银行办公楼钢筋图楼层名称钢筋形式总长(m)962.4222811.6068371.4853203.44365.525171.9415637.686277.541467.1521014.4132052.0171851.061335.736350.268171.729043.992总重(kg)213.684730.2173307.3861976.317324.596271.3522227.271171.2881302.781225.3843238.1923698.329827.9121045.21661.55821221.476213.684730.2173307.3861976.317324.596271.3522227.271171.2881302.781225.3843238.1923698.329827.9121045.21661.55821221.476其中箍筋(kg)213.6842.9323018.8651960.495259.674175.3140000000005917.9213.6842.9323018.8651960.495259.674175.3140000000005917.9第2页 共4页搭接形式绑扎(0)绑扎(0)绑扎(26)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(11)绑扎(248)绑扎(282)绑扎(0)绑扎(0)绑扎(0) 接头总数(567)绑扎(0)绑扎(0)绑扎(26)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(11)绑扎(248)绑扎(282)绑扎(0)绑扎(0)绑扎(0) 接头总数(567)A6A6.5A8A10A12A16B8B102层(普通层)B12B14B16B18B20B22B25小计A6A6.5A8A10A12A16B8B103层(普通层)962.4222811.6068371.4853203.44365.525171.9415637.686277.541467.1521014.4132052.0171851.061335.736350.268171.729043.992B12B14B16B18B20B22B25小计编制人:技术负责人:鲁班软件

工程名称:锦州市某商业银行办公楼钢筋图楼层名称钢筋形式总长(m)962.4222811.6068371.4853203.44365.525171.9415637.686277.541467.1521014.4132052.0171851.061335.736350.268171.729043.992总重(kg)213.684730.2173307.3861976.317324.596271.3522227.271171.2881302.781225.3843238.1923698.329827.9121045.21661.55821221.476213.684730.2173307.3861976.317324.596271.3522227.271171.2881302.781225.3843139.2683442.465827.9121045.21661.55820866.688其中箍筋(kg)213.6842.9323018.8651960.495259.674175.3140000000005917.9213.6842.9323018.8651960.495259.674175.3140000000005917.9第3页 共4页搭接形式绑扎(0)绑扎(0)绑扎(26)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(11)绑扎(248)绑扎(282)绑扎(0)绑扎(0)绑扎(0) 接头总数(567)绑扎(0)绑扎(0)绑扎(26)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(11)绑扎(248)绑扎(282)绑扎(0)绑扎(0)绑扎(0) 接头总数(567)A6A6.5A8A10A12A16B8B104层(普通层)B12B14B16B18B20B22B25小计A6A6.5A8A10A12A16B8B105层(普通层)962.4222811.6068371.4853203.44365.525171.9415637.686277.541467.1521014.41319.3611723.001335.736350.268171.728853.276B12B14B16B18B20B22B25小计编制人:技术负责人:鲁班软件

工程名称:锦州市某商业银行办公楼钢筋图楼层名称钢筋形式总长(m)822.6841796.5865560.4453037.2365.525139.9092814.973132.51070.48800.21424.3681082.235199.696232.228124.9619604.078171621.35总重(kg)182.654466.5482196.8061873.757324.596220.8061112.03181.774950.536966.7292247.582162.2392.44692.975481.4714452.938130554.862技术负责人:

其中箍筋(kg)182.654207.7921965.0011857.935259.674175.31400000000048.37第4页 共4页搭接形式绑扎(0)绑扎(0)绑扎(24)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(0)绑扎(6)绑扎(182)绑扎(210)绑扎(0)绑扎(0)绑扎(0) 接头总数(422)A6A6.5A8A10A12A16B8B106层(顶层)B12B14B16B18B20B22B25小计合计编制人:

34495.294 接头总数(3257)鲁班软件