《板的配筋统计》word版

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1、5.楼板配筋跨中截面配筋表截面项目选配钢筋实配钢筋跨中B1754.807321.138@150335652.535195.498@250201B2754.088273.238@200252651.871144.298@250201B3753.838256.508@200252651.545119.146@250113B47531.018@2002526@250113B5458@1503356@250113B6451.607179.08@200252350.59685.366@250113B7458@1503356@250113B

2、8753.146210.278@200252652.693207.678@200252B9751.17678.608@200252650.37528.926@250113B10758@1503356@250113B11451.512168.428@200252350.6466@250113B12753.298@200252651.006@250113B13458@1503356@250113B14451.607179.08@200252350.59685.366@250113支座截面配筋表截面项目选配钢筋实配钢筋支座1-275-

3、9.1128609.0710@1256282-275-7.007468.3310@1704623-375-6.991467.2610@1704621-7-745200.618@2002511-7-175-6.891460.5810@1704624-14-47520.658@2002514-14-1445-2.81313.010@2503146-645-1.922267.618@2002516-14（长边）45-1.911267.618@2002516-14（短边）45-1.922267.618@2002515-3-545200.

4、618@2002515-3-375-4.849326.8410@2503145-2-545200.618@2002515-2-275-7.007468.3310@1704622-6-645-2.81313.010@2503142-6-275-5.074339.1110@25031412-1275-5.167345.3410@22035712-13-1275-3.517235.078@20025112-13-1345300.8710@25031413-645-1.922267.618@20025112-275-7.007468.3

5、310@1704625-1445-1.922267.618@2002511-6-645-2.81313.010@2503141-6-175-6.891460.5810@1704627（长边）-645-1.922267.618@2002517（短边）-645-1.922267.618@2002512（长边）-7-745200.618@2002512（长边）-7-275-7.007468.3310@1704622（短边）-7-745200.618@2002512（短边）-7-275-5.074339.1110@2503142-107

6、5-5.074339.1110@25031410-11-10758@20025110-11-1145-2.680298.5210@25031411-645-1.922267.6110@25031410-8-875-8.478566.6510@14056110-8-1075-3.308@20025110-975-3.308@2002519-8-875-12.393828.3110@958269-8-975-1.9118@2002519-6-975-1.9118@2002519-6-645-2.81313.010@2503149-9

7、75-1.2688@2002518-875-8.478566.6510@1405618-7-745-1.801200.618@2002518-7-875-8.478566.6510@1405619-7-745-1.801200.618@2002519-7-975-1.2688@200251注：走廊、卫生间低于楼层地面30mm,结构错位，支座处负筋需断开，故分开配筋。A-B-Ａ：表示A-B板的支座，偏向Ａ板的部分。