GBT 17116.3-2018 管道支吊架 第3部分：中间连接件和建筑结构连接件

GB/T 17116.3—2018表12 (续)单位为毫米公称尺寸螺纹规格mgdiNSd20M20255020253224M24326325304030M30408030355036M3645903645 5642M425611245507148M486312550558056M56X471140566590 64 M64 X 48016064 7010068M68X490180687511272M72X4901807280112 80M80X4100200809012590M90X411222490100140100M100×4125250100110160110M110×4140280110120180125M125×41603151251402005.4吊环螺母5.4.1吊环螺母的结构型式见图12，主要尺寸应符合表13的规定5.4.2吊环螺母一般为右螺纹。图12吊环螺母13

GB/T17116.3—2018表13吊环螺母单位为毫米公称尺寸螺纹规格mhd.NSd10M1012 2517.512M12163221.516M16204026.520M2025503224M2432633730M3040804736M3645905242M42561125748M48631256756M56X4711407264M64X4801608268M68X4901808872M72X4901809380M80×410020010490M90X4112 224114100M100X4125250124110M110X4140280144125M125X41603151645.5双孔连接板5.5.1连接板的销轴孔应为双锥形孔，以适应吊杆的摆动。5.5.2等径双孔连接板的结构型式见图13，主要尺寸应符合表14的规定。1541图13等径双孔连接板14

GB/T17116.3—2018表 14等径双孔连接板单位为毫米公称尺寸diNS10 13.5501612 17.563201621.580252026.51003224321254030371605036471805642522247148 5725080566728090647231510068773551127282355112809340012590104 450140100114 500160110124 5601801251446302005.5.3异径双孔连接板的结构型式见图14档案标准，主要尺寸应符合图14和表15的规定↓5°图14异径双孔连接板15

GB/T 17116.3—2018表16三孔连接板尺寸单位为毫米公称尺寸dd2NSe1217.513.580201621.517.5100252026.521.512532243226.51604030373220050364737224564252 3728071485747300805667523559064725740010068776745011272826745011280937250012590104825601401001149363016011012493710180125144 1048002005.7螺母5.7.1螺纹规格为M10～M48的螺母的尺寸应符合GB/T6170的规定，螺纹规格为M56X4～M64X4的螺母的尺寸应符合GB/T6171的规定。5.7.2螺纹规格为M68×4～M125×4的螺母的结构型式见图16，主要尺寸应符合表17的规定"β=15°~30°。b8=110°~120°d.

GB/T17116.3—2018表 17螺母尺寸单位为毫米螺母规格emdminmaxminmaxminM68X4111.985553.110099.1M72X4116.165856.1105102.8M80X4127.4664 62.1115112.8M90X4144.087270.1130127.5M100X4161.028078.1145142.5M110 X4172.328885.8155152.5M125X4200.5810097.8180177,55.8薄螺母5.8.1螺纹规格为M10～M48的薄螺母的尺寸应符合GB/T6172.1的规定，螺纹规格为M56×4～M64X4的薄螺母的尺寸应符合GB/T6173的规定5.8.2螺纹规格为M68×4～M125×4的薄螺母的结构型式见图17.主要尺寸应符合表18的规定。"β=15°~30°。?8=110°~120°"d

GB/T 17116.3—2018表21(续)单位为毫米公称尺寸螺纹规格d.BNSdXpminmax42M42X34532800315048M48X36044800315056M56X47049800315064M64X48055800315068M68X485609003 55072M72×490601 000400080M80X4100701 000400090M90X4110701 0004 000100M100X4120851 0004 000110M110X4140901 2505 000125M125X41601001 2505 0006.2销座销座的结构型式见图21，主要尺寸应符合表22的规定图21销座表22销座尺寸单位为毫米公称尺寸doghNS121216112516172015322020251740242530215030303723633635452671424553339021

GB/T 17116.3—2018表22（续）单位为毫米公称尺寸d.NS4860 6045 100567070501126480805612568859062140729090621408010010072160901101127218010012012587200110140138922241251601571022507建筑结构连接件的型式尺寸7.1钢梁夹7.1. 1工字钢梁夹用于GB/T706一2008工字钢梁夹的结构型式见图22，主要尺寸应符合表23的规定do图22工字钢梁夹表23工字钢梁夹单位为毫米公称尺寸degbNS10 M122025 168012 M1625322010016 M203240 2512020M2440503215024M3050634018022

GB/T 17116.3—20187.1.2H型钢梁夹7.1.2.1用于GB/T11263H型钢梁夹的结构型式见图23，主要尺寸应符合表24的规定7.1.2.2槽钢型号应符合GB/T706一2008的规定。图23H型钢梁夹表 24H型钢梁夹单位为毫米公称尺寸槽钢型号dobNS1010M121502701212.6M162003401616aM202504102020aM243004802425aM303505507.1.3槽钢钢梁夹槽钢钢梁夹的结构型式见图24，主要尺寸应符合表25的规定。图24槽钢钢梁夹表 25槽钢钢梁夹单位为毫米公称尺寸NS最大使用载荷ddoLL1L?L3hgkN10M10M1050271711.511.52553.512M12M1255291913123555.023

GB/T 17116.3—20187.2钢梁连接角钢7.2.1钢梁连接角钢的结构型式见图25，主要尺寸应符合表26的规定7.2.2角钢型号应符合GB/T706一2008的规定。图25钢梁连接角钢表 26钢梁连接角钢单位为毫米公称尺寸角钢型号d;NSac12 75X75×718252014016 90X90X822302016020110×110×1026403018024125×125×1233503020030140×140×1439604022036160×160×1645404025042180×180×1852855028048200X200X2062100503207.3钢梁加强板7.3.1槽钢加强板用于GB/T706一2008槽钢加强板的结构型式见图26，主要尺寸应符合表27的规定图26槽钢加强板24

GB/T17116.3—2018表27槽钢加强板尺寸单位为毫米槽钢型号a ia26板厚槽钢型号aia?b板厚6.3 5145356201841736510 8676137622203191691010867942625232220701012.611210447628262250741014125117516323002877912161451355610363323228612 1816415460104036235488127.3.2工字钢加强板用于GB/T706一2008工字钢加强板的结构型式见图27，主要尺寸应符合表28的规定，DZ图27工字钢加强板表28工字钢加强板尺寸单位为毫米型号αiα2b板厚型号aα2板厚108380316282612465612 12.611410534632300284601214117117366363383216212 16135135416403773596512 1815315343 1045419402681620171171461050463445721622189189501056 5245067616 2521721753106359453680167.3.3H型钢加强板用于GB/T11263H型钢加强板的结构型式见图28，主要尺寸应符合表29的规定。25

GB/T 17116.3—2018图28H型钢加强板表 29H型钢加强板单位为毫米型号a板厚型号a板厚HW100X10082476HN350X1753268410HW125X125105596HN400X1503727110HW150X150128716HN400X2003729610HW175X175151836HN450X1504207110HW200X200174966HN450X2004209510HW250X2502201206HN475X1504427110HW300X3002681456HN500X1504667110HW350X35031016910HN500X2004669510HW400X40035619310 HN550X2005169510HN150X75134356HN600X2005649410HN175X90157426HN625X2005889210HN200X100182476HN700X30065014312HN250X125230596HN800X30074614312HN300X150280716HN900X30084214212注：表中仅给出GB/T11263中市场常用H型钢加强板尺寸。7.4垫板7.4.1平垫板平垫板的结构型式见图29形位公差标准，主要尺寸应符合表30的规定Ad,口4图29平垫板26

GB/T 17116.3—2018表31(续)单位为毫米公称尺寸did?AHNS48506325050565871280556466803156068708535565727490355658082100400707.5单眼吊板7.5.1连接板的销轴孔应为双锥形孔，以适应吊杆的摆动。7.5.2焊接单眼吊板的结构型式见图31，主要尺寸应符合表32的规定。b图31焊接单眼吊板表32焊接单眼吊板单位为毫米公称尺寸diNSt1013.516253281217.5203240121621.5254050162026.532506318 243240638020303750801002536475690112 304252 711061403548 578012515040566790140180456472 1001602005028

GB/T 17116.3—20187.5.3栓接单眼吊板的结构型式见图32，主要尺寸应符合表33的规定OBOC4Xd,图32栓接单眼吊板表33栓接单眼吊板尺寸单位为毫米公称尺寸NSd,ebd,B1013.51625321250801217.520324012631001621.525405014.5801252026.532506318.510016024324063802412520030375080100281602503647569011235180280425271106140352243554857801251504225040056679014018048 2804506472100160200563155007.6U型吊板7.6.1焊接U型吊板焊接U型吊板的结构型式见图33，主要尺寸应符合表34的规定。图33焊接U型吊板29

GB/T 17116.3—2018表34焊接U型吊板单位为毫米公称尺寸digNS1011 204812 13.5256016 17,5322022409524265012030336315036397116842 459021148 521002405662112270647012530068741403367278140336808616037590961804201001072004751101172245351251322506007.6.2栓接U型吊板栓接U型吊板的结构型式见图34，主要尺寸应符合表35的规定。口B4Xdd,图34栓接U型吊板30

GB/T 17116.3—2018表36焊接倒U型吊板单位为毫米公称尺寸gd.NS10162032M1212 202540M1616 25 3250M2020324063M2424405080M30305063100M36365671112M42427190140M4848 80100150M56 ×45690112 180M64X464100125200M68X468112140224M72×472112140224M80X480125160250M90X490140180280M100X4100160200315M110X4110180224355M125X4125200250400M140X47.7.2栓接倒U型吊板栓接倒U型吊板的结构型式见图36输电线路标准规范范本，主要尺寸应符合表37的规定。口B图36栓接倒U型吊板32

GB/T 17116.3—2018表37栓接倒U型吊板单位为毫米公称尺寸dodbcBNS10M1216 203212 6310012M16202540128012516 M2025325014.510016020M2432406318.512520024M304050802416025030M36506310028 20030036M4256711123522435542M4871901403528045048M56X4801001504230050056M64X4901121804835556064M68X41001252005640063068M72×41121402246645071072M80X 41121402246645071080M90X41251602507450080090M100X414018028082560900100M110X4160200315916301 000110M125X4180224355917101 120125M140X42002504001018001 2507.8混凝土后锚固件7.8.1自钻紧固件自钻紧固件的结构型式见图37，主要尺寸应符合表38的规定。>ZZ7图37自钻紧固件33

GB/T 17116.3—2018表38自钻紧固件单位为毫米公称尺寸螺纹规格NSd10M12154012M16205016M20256520M24358524M30401007.8.2膨胀螺栓膨胀螺栓的结构型式见图38，主要尺寸宜符合表39的规定。h图38膨胀螺栓表39膨胀螺栓单位为毫米公称尺寸螺纹规格bDNSd10M1030601312M1235701716M1640902120M20501202524M24601503130M30801803734