吉G2011-211：预制钢筋混凝土复合保温外墙挂板构造
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建筑标准主：1：发合损资厚股0、 2.面水管直径及材质均由个体设计确定
竖条板挑耳连接标准构件选型表构件编号宽B高度H厚度61厚度53连接预埋连接预理连接预连接预连接预连接预预留孔预留孔槽钢筋桁架连接复合墙板制架连接融立连接件位置件位量理件位理件位埋件宽埋件高推宽度离度hz格架位架位架位件连接b1b2重h1Th2度bykhybzre1re2re3STQB213Q210013000505050700700hb/2hb/2300300200ht+70100950三等分STQB213210013300506050700700hb/300300200ht±70100950三等分STQB213621003600505050700700hbhb300300200ht70100950三等分STQB21392100T3900506050700700hbhb/300300200ht+70100950四等分STQB214221004200505050700700hb/2hb72300300200lh±70100950四等分STQB243Q4003000506050800800hb72hb72/300300200h±701001200三等分STQB243324003300506050800800hb/2hb72300300200h±701001200三等分STQB243Q4003600505050800800hb/2h6/2300300200h±701001200三等分STQB24394003900505050800800hb/2hb/2/300300200ht+701001200四等分STQB2442400420060508008002hb/23001300200h701001200四等分注：1.表中单位为mm。2.保温层厚度62根据保湿材料种类由热工设计确定，3.表中符号位置、含义见43页图，4.hb为框架案高度，坚条板挑耳连接标准构件选型表（：图集号G201121设计刘弄设计李九阳制图李九阳44
横条板钢支托连接标准构件选型表构件编号宽度B高度H厚度61厚度63违接预理连接预埋连接预连接预连接预预留孔预留孔钢筋果连接复仓墙板指架连接独立连接件位置件位置埋件位埋件宽埋件高槽克度槽高度架位指架位桁架位桁架位件连接b1b2rh2by良hybzhzre1Te2Te3Te4HTQB542154092100505080135013509003003001501501001300950250HTQB5424025005060901350135090030030015015010013001100250HTQB572157092100505080142514259003003001501501001375950250HTQB57247092500506090142514259003003001501501001375|1100250HTQB6026002100505080150015009003003001501501001160950250HTQB602400025005060901500150090030030015015010011601100250HTQB632163002100505080157515759003003001501501001220950250HTQB6324630925005060901575157590030030015015010012201100250HTQB662166092100505080165016509003003001501501001280950250HTQB662660925005060901650165090030030015015010012801100250HTQB6921690921005050801725172590030030015015010013401950250HTQB692469092500506090172517259003003001501501001340/1100250注：1.表中单位为mm。2.保温层厚度62极据保温材料种类由热工设计确定，3.表中特号位置、含义见58页图。横条板钢支托连接常用构件选型表（二图集号吉G201121校对刘弄设计李九阳制图李九阳59
竖条板钢支托连接标准构件选型表构件编号宽B高度H厚度厚度63连接预理连接预埋连接预连接预连接预连接预预留孔预留孔钢筋桁架连接复合墙板51架融文违接件位置件位置埋件位埋件位埋件宽埋件高椎宽度槽高度桁架桁架架指架连接件连接b1b2置h1量h2度by度hybzhz位量ei位量e2位e位teSTQB213Q2100|3000|50|50505251050hb/hb/300300150150100950三等分250STQB21321003300|5060505251050nb/30030050150100950三等分250STQB213621003600505050525105030030050150100950三等分250STQB213921003900[50|60505251050hbhb300300150100950四等分250STQB214221004200[50|50505251050hb/2hb/2300300150150100950四等分250STQB243Q500320050605060012001h2h723003001501501001200三等分250STQB243250033005050506001200Thb/2hb/23003001501501001200三等分250STQB2435003600[5060506001200Tthb/2lhb/2/3003001501501001200三等分250STQB2439500390050|50506003001501501001200四等分250STQB2442500420050|60506003001501501001200四等分250注：1.表中单位为mm。2.保温层厚度62根据保湿材料种类由热工设计确定3.表中符号位置、含义见60页图。4.hb为框架案高度，整条板钢支托连接常用构件选型表图集号G201121校对刘弄设计李九阳制图李九阳号61
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