电梯井方案CAD详图

30015050145120161505005006262636325037383837))FE300((钢筋%%C821005020280031901509018302406004840840154030004002900320030016705504501350319090150280024012602100300200021003600260030080150300600300~200022001800350200110167018003200290012302009015012601540300840900901503190901502409015028003003001230550450154029105401620400032003200502011001540126090150300300300270780180200123010805502800550164250100300300720720610120048405009028028028098090100012001120-1.500%%p0.000a-a剖面图%%p0.000层门用牛腿图配筋见结构与主筋焊接21.100300x150x10井道预埋铁板5.5009.50013.500井道层门预埋铁板图底坑缓冲器布置图4%%C14一挡%%C6@2009.5005.500240x400箍 4%%C14%%C6@20013.500240x400箍 上下各2%%c18 %%c6@20018.1004%%C14钢筋%%c20240x400%%C6@200箍 17.500层门预埋铁及预留孔井道平面图电梯机房b向机房平面图-1.500b4-200x200吊钩中心18.10018.10017.500aa电梯井———方案121005020280031901509018302406004840840154030004002900320030016705504501350319090150280024012602100300200021003600260030080150300600300~2000220018003502001101670180032002900123020090150126015403008409009015031909015024090150280030030012305504501540291054016204000320032005020110015401260901503003003002707801802001230108055028005501642501003003007207206101200484050090280280280980901000120011204504501500 2200 2200 2200 2200 2500 2200 22001100A1501502003001507002508985005001002002007002502-%%C802002501050270030010502005030038502150106588520021505004008851950500600500400210035094050035050023851080108020010501050300300 25002500250035020050 150 8010018001401406756756756752200110010012-1412-14100120200200(150)20060015015015075120250(150)150(100)50(25)200(150)%%c10-%%c12%%c10-%%c12轿厢导轨架预埋件对重导轨架井道预埋件(供参考,结构尺寸由设计定)(括号内尺寸用于层门预埋件)吊钩与主筋焊牢(焊件)(焊件)(供参考,结构尺寸由设计定)钢板钢板总支反力电梯机房维修用吊钩吊钩承重3吨(供参考,结构尺寸由土建设计定)46000N33000N108000N85000NB照明插座门洞R3R4BAAR1R2机房净高井道总高井道纵剖面图C-CA维修吊钩3T末档顶层净空高度 首档对重导轨架预埋件轿厢导轨架预埋件(钢板)2-250X200X12(钢板)600X200X12门洞门洞门洞门洞门洞竖梯G-G与主筋焊接%%C20GG70500A向示意CC(图注尺寸仅供参考,由现场放样决定)水泥座尺寸及其施工宜在电梯安装时灌制楼面装饰完成面基站层门预留孔结构图90牛腿及门头大样层门预埋件A楼面装饰完成面2385652-150X150X12铁 板基站设消防员 开关时留孔4550CC通风窗(使用单位负责)电源插座(使用单位负责)单位负责பைடு நூலகம்盖(供参考)通风窗(使用单位负责)如可由建筑物外吊装则可不预留预留吊装孔,用后由使用吊钩投影通风扇(使用单位负责)机房门(使用单位负责)H=100牛腿H=100H=250轿厢导轨撑架预埋件对重导轨撑架预埋件底坑深1500(逆时针旋转 )井道平面图BB90双点划线为标准机房图A机房平面图A(逆时针旋转 )901200宽X600高注:井道如系混凝土墙,则可免用预埋件,改用撞拉式胀爆螺栓施工. 500宽X500高1200宽X2100高其余层层门预留孔结构图电梯井———方案2200(150)50(25)150(100)250(150)12075150150150600200200(150) 8020012010012-1412-14100 150 2500150025002500300 2500300 2200 2200 2200 2200 2200 22005001100220050200350108045011006756752385675675450108014014018001001501502003001507002508985005001002002007002502-%%C80200250105027003001050200503003850215010658852002150500400885195050060050040021003509405003502001050105011201200100090980280280280905004840120061072072030030010025016455028005501080123020018078027030030030015090126015401100502032003200400016205402910154045055012303003002800150902401509031901509090084030015401260150902001230290032001800167011020035018002200300~20006003001508030026003600210020003002100126024028001509031901350450550167030032002900400300015408404840600240183090150319028005020210010501050200350500940350210040050060050019508854005002150200885106521503850300502001050300270010502502002-%%C80250700200200100500500898250700150300200150150100180014014010804506756752385675675110045010803502005022001100500 2200 2200 2200 2200 2200 2200300300 2500250025001500 2500 15010012-1412-14100120200 80200(150)20060015015015075120250(150)150(100)50(25)200(150)