本溪跨河管道架桥设计详细建筑施工图

院计设金黄春长CHANGCHUN GOLD DESIGN INSTITUTEDRAWING No.图 号SPECIALITYDRAW TO NO.专 业所属图号设计阶段PHASE设计时间DATE比例SCALE审 定审 核组 审设 计图纸规格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-270x145X10双面设置-270x145X10双面设置-270x145X10双面设置-270x145X10双面设置30030025075752507575300300HW150x150x7x10HW150x150x7x10757575758aa88777HW150x150x7x10HW250x250x9x14bb887HW150x150x7x10HW250x250x9x147-270x145X10双面设置-270x145X10双面设置-270x145X10双面设置-270x145X10双面设置HW150x150x7x10HW150x150x7x1075753003002507575250757530030010aa88777HW150x150x7x10HW250x250x9x14bb887HW150x150x7x10HW250x250x9x149-270x145X10双面设置-270x145X10双面设置-270x145X10双面设置-270x145X10双面设置HW150x150x7x10HW150x150x7x10300300250757525075753003007575757575757055704020454545554020457045220012525025012545454545管道桁架上弦横梁、支撑安装图制图设计校对审核审定组别999比例阶段日期中国建筑科学研究院 PKPM CAD 工程部设计证书:518516制图人设计人校对人审核人审定人1:1002008 08 08施工图ZX建_2006 1/1XM 2006 6/6负责人负责奥运会开幕式主场馆一层结构施工平面图档案号项目号1:100HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6管道桁架下弦横梁、支撑安装图1:100HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250HW250X250L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6L75X6管道桁架下弦杆件安装图1:100尾矿输送管线370370180550550180工1666255X10长度现场放样实测1220030000300030003000300030003000300030003000300030003000300030003000300030003000300000300030003000300030003000300030003000300030003000300022003000030003000300030003000300030003000300030003000300030003000300030003000300030003000110011009075902075202075201501502154HW250x250HW250x250桁架上弦16L75X6HW250x250M16安装螺栓孔D=17.0HW250x250HW250x250M16安装螺栓孔D=17.0M16安装螺栓孔D=17.021-2-3-456L75X6125125300300808012512554215760406L75X6542157604012512512512538012512554215760404-5-3-HW250x250HW250x250桁架上弦6L75X6HW250x250M16安装螺栓孔D=17.05760405421125125125125380125125HW250x250HW250x250M16安装螺栓孔D=17.0M16安装螺栓孔D=17.06L75X66L75X6542157604054215760401251253003008080125125-500x20500M-112%%13220基础平面布置图22005050050200505002050020013014013050%%13116@150钢筋网%%13216@150钢筋网预埋钢板-500x500x20M-1J-1227%%13216%%13012@300166.220161.7201-1112-24%%132253%%132252%%132253%%13225%%13010@100600J-11800180030030017501750J-130030030030030030030030017503003001750180018003003002200650900650650900650600500100500500450030003.柱插筋同柱筋，柱筋连接采用机械连接。说明：2.本工程采用柱下独立基础,基础,基础梁强度等级C30混凝土 垫层采用C10素混凝土,每边外扩100mm.%%C表示HPB300级钢%%132表示HRB400级钢,钢筋搭接锚固长度不小于40d.钢筋保护层:基础40mm.基础梁35mm6.回填土对称回填,分层夯实.压实系数>0.94.4.基础持力层承载力特征值fak≥150kpa。基础持力层需经地勘人员及相关人员验收合格后方可进行下一步施工。基础持力层承载力特征值fak＜150kpa1本工程基础短柱顶标高根据实际地形线调整，高出自然地形线200.7.基础施工执行下列规范：1.《混凝土结构工程施工质量验收规范》（GB 50204-2002）(2011年版）；2.《建筑地基基础工程施工质量验收规范》（GB 50202-2002）。时，用500厚级配碎石换填，每边宽出基础300，超深基础严格按《建筑地基处理技术规范》换填部分需征得设计人员同意后方可施工。预埋钢板-500x500x20M-1180010018001005005005003003001001800AAA-A161.7204300161.720166.2204300550200166.770200166.220166.77055030000CCBB4%%13222;4%%13222%%1308@100(4)KL1(1) 600X600G4%%13212KL1(1) 锚入深度不小于300顶标高166.220KL1顶面预留8%%13220钢筋锚入深度不小于300KL1顶面预留8%%13220钢筋桁架下弦顶面166.770桁架上弦底面桁架上弦底面C-C桁架下弦顶面166.7702200220022002502504501100110022003703705505505505504mm厚花纹钢板66⍒16⍒16河床桁架上弦底面22002502200250桁架下弦顶面166.770桁架下弦顶面166.770桁架上弦底面22002504mm厚花纹钢板66⍒16⍒16550550550550370370250B-B建 筑电 气给 排 水结 构暖 通工 艺 4%%13214%%13212@2003003004%%13214%%13212@200300300事故池平面配筋图 4%%13214%%13212@2003003004%%13214%%13212@200300300B⌲12@150⌲12@150⌲12@150⌲12@150⌲12@150⌲12@150%%13212@150%%13212@150⌲12@150A⌲12@150⌲12@150⌲12@150AB200150%%13020@300钢爬梯25025060005005005005003003004002003050030030050050025015000250B-B剖面配筋图-2.4000.100-2.700⌲12@150500500300300300300⌲12@150%%13212@150⌲12@150%%13212@2004⌲142⌲14500500300⌲12@150⌲12@150⌲12@150%%13212@2002⌲144%%1321425060002503003001001001003003003003002500300A-A剖面配筋图-2.4000.100-2.700⌲12@150500500300300300300⌲12@150⌲12@150⌲12@150%%13212@2004%%132142⌲14500500300⌲12@150⌲12@150⌲12@150%%13212@2002%%132144⌲14100100300300250300250030030030010030025015000说明：1.混凝土采用C30混凝土，钢筋HPB300,HRB400,(%%130),(%%132)级，2.混凝土保护层：底板为40 池壁为303.池体混凝土内掺加高效抗裂型防水剂，掺量及配比详厂家，且应符合国标《混凝土外加剂应用技术规范》4.池体钢筋采用搭接连接，钢筋搭接锚固长度不小于40dGB50119规定。池体抗渗等级S6.5.池体预埋刚性防水套管做法详见02S404 6.池内壁及底板用1:2防水砂浆抹20mm厚,池外壁用1:2.5水泥砂浆抹15厚.7.池底面应落在原硬土层上地基承载力特征值不小于150Kpa。500500800800450300300110017505005003001005005004503001001100175010050018007575757530030075752507575250300300757575753003007575250757525030030075757575300300757525075752503003002505505505505503703702200250250250220022005505505505503703702504501100110022002502200220040605721544060572154125125808030030012512540605721541251253801251251251254060572154406057215440605721541251258080300300125125125125380125125125125542115015020752020752090759011001100300030003000300030003000300030003000300030003000300030003000300030003000300030003000022003000300030003000300030003000300030003000300030003000300030003000300030003000300030000220030003000300030003000300030003000300030003000300030003000300030003000300030003000300002200220055055043004300650900650650900650300300180018001750300300175030030022003003003003001800180017503003001750300300220030000501301401302005002050050200505005010018001800100600600500500800800450300300110017505005005005003001005005004503001001100175045001005003000500500500300100500300100180018005003020040030030050050030030050050050050025060002502501500025030030030030025003001001001003003002501500025030030030030025003001001001003003002506000250