PROJECT 项目
Prepare 编制
A B C D E ( a )
( b )( c )( d )
(e=c*d)
( f )
(mm)
(mm)
(mm)
(mm)
(mm)
1159KG
76T2011414419002403305404445 2.4715376A T2011414419002403275404415 2.4715271A T2011212419002403265404405 2.4713071T201121241900240322540
4365 2.4712966D T2516637110025503650
3.8584ONE END COUPLER
81T20110105228063035020903350 2.478375c T2011010522656203302090
3305 2.478266C T251663711001950
3050 3.8571ONE END COUPLER 66T251442035003500
3.8554ONE END COUPLER ONE END THREADED 79T251446138010801503220 3.855066F T251552025752575
3.8550ONE END COUPLER 66A T251334115205401450903510 3.8541ONE END COUPLER
ONE END THREADED 66B T2513341212054085090
3510 3.8541ONE END COUPLER ONE END THREADED 75a
T25
1
4
4
61
430
730
150
2620
3.85
40
BAR MARKS
# OF BAR/ME M 单件需用量Construction Location (施工部位)
Gravi
ty(Kg
/mm)比重
SHAPE CODE下料样号
CSCME-2080-ST-SD-L11-COL-018-R00
ARMADA
Total
Weignt(Kg)总
重
Check 审核
DIMENSION (mm 尺寸)
BAR SIZE 钢筋型号Note备注
ZONE 2' COLUMN - L11 - L12
R2/G Bar length 钢筋长度TOT.#BARS
需用总量# OF MEM 构件数量R1/F LOCATION (位
置)H02NEEL
SUD
Shop Drawing / BBS Ref.
No (图纸编号)ARENCO Resort Hotel ARENCO Resort Hotel 1/1