云龙新村民宿楼梯钢筋配料表.pdf

1、 绑扎 配料 留存料表编号:北京易精软件有限公司项 目:栋 号:云龙新村民宿部 位:楼梯 1#2#楼梯相同层数:1重量表(明细:公斤,合计:吨)分类重量C6119C81012C10131C14275C16730合计2.267接头表(数量:个)分类C6C8C10C14C16合计说明：班组收本表后应检查无误后再加工，如发现问题或错误及时联系翻样。签名:日期:2023年11月16日栋 号：云龙新村民宿部位：楼梯 1#2#楼梯构件名称级直别径钢 筋 简 图下料(mm)根 件数*数总根 数重量(kg)备 注1#楼梯ATa1起步C8500250100200102014145.641001ATa1起步C81

2、5050064014143.542ATa1起步C812501250220.993ATa1起步C1412501250223.024TZ预埋-0.21.268C1415090015011606*21216.845-0.21.268C815025096015*23011.381006-0.22.893C14150355015038106*21255.327-0.22.893C815025096031*26223.511008-0.01.286C815022301602550111111.08底筋1009-0.01.286C1622022301602620228.28底加筋10-0.01.286C82

3、480602540777.02面筋15011-0.01.286C163902480602920229.23面加筋12-0.01.286C650125050133028288.27分步筋150131.286平台C8120305012032708810.33200141.286平台C812017301201950151511.55200151.286平台C830503050889.64200161.286平台C817301730151510.2520017审核：翻样：第 1 页,共10页 2023/11/16 21:50构件名称级直别径钢 筋 简 图下料(mm)根 件数*数总根 数重量(kg)备

4、注1.286滑动支座C1015001003001870131315200181.286滑动支座C812501250552.4720019TL1(1-2)C16240308024035103316.64上1排201.286C1421030802103460228.37腰筋211.286C16240308024035103316.64下1排221.286C81503501160282812.83100(2)1跨28231.286C617032013130.9224TL2(1-2)C16240319024036202211.44上1排251.286C16240319024036202211.44下1

5、排261.286C8150350116020209.16100/200(2)1跨7+6+727TL2(1-2)C1624017602402190226.92上1排281.286C1624017602402190226.92下1排291.286C8150350116013135.96100(2)1跨1330TL2(1-2)C1624019502170226.86上1排311.286C1624019502170226.86下1排321.286C8150350116012125.5100(2)1跨12331.2862.893C815028801603200111113.9底筋100341.2862.

6、893C16220288016032702210.33底加筋351.2862.893C83120603180778.79面筋150361.2862.893C1639031206035602211.25面加筋371.2862.893C6501250501330363610.63分步筋150382.893平台C812015501201770151510.4920039审核：翻样：第 2 页,共10页 2023/11/16 21:50构件名称级直别径钢 筋 简 图下料(mm)根 件数*数总根 数重量(kg)备 注2.893平台C812030501203270779.04200402.893平台C81550155015159.18200412.893平台C830503050778.43200422.893滑动支座C1015001003001870131315200432.893滑动支座C812501250552.4720044TL1(1-2)C16240308024035103316.64上1排452.893C1421030802103460228.37腰筋462.893C1624030802