【jis日本标准】jis b99121970 消防用螺纹型连接件的种类及尺寸.docx

JISB 9912-1970消防用4a I：式结合金具（D结合部G槿及寸法Classification and Dimensions of Screwed Type Couplings for Fire-Hose.逋用债四 二内规格K 消防用I：式结合金具内结合部C）（以下，合部占口。）43上1/寸法 仁规定寸"马。注C）吸管，吸水口，木一久，放水口，7X/U,消火过人相互仁结合寸马结合部在 2。迪堤格JIS B 0202（管用平行 C）JIS B 0261（平行抬一 棣查方法）JISB3102 （抬心用限界/一。1形状寸法）JISG4404 （合金工具1 . mfS 结合部1士，情造仁上*9 1形扮上2形占J 合部0大舌太内呼W；2J：* 40, 50, 65 75, 90, 100, 115, 125, 140 扮上 5150 仁分马。2 .各部（0名称 结合部内各部CO名称以：，因。占寸马。01 1：用限界一$；,点棣一0公差相互保位置脱明13（点横用含tr）内屋用内屋用有效径用工皆限界ylbyy检专用®界9夕¥>?通。测1E?锄检«用止 oiauz'Ihkxyli? 工作用止DhiyK夕yi 逾。iacT'fhzyl(工作帙*共用)fttiuo当S为海UC0A径通。.aEv'z51? 检究共用)«*>441'点校.c L'hlbryl£?摩M点帙.acvcyi?工作用止。iacpy/y同右用 口乃名,'点枚检俺止 c'iacyv夕J同右用uylJbv'点狼.yrlhr平形；JC用黎用亥养aMIA宁I?通。例丸形1AU用丸形45U用平形幻“L用工作用以界建?Ayli?丸豹4IU用平形iau用.丸形iic用iJ-JJco外径外径G独意寸法内位置iiNlllaN'ml物效痊办基然寸法与倩考 因0中内公差轮四来7力摩耗区示n（Z）意味在示寸。4811 CD有效径 杀;tl士外径公差36；hl5（D有劲径来Ttl士内径公差公差"夕"一 海以士-fy "7G 公差表3通一 S；（工作检查共用）（D形状，寸法，容差出上I；公差（太&、夹才213（0基型山形古示寸）单位 0.001mm好如呼O乃部（D大G雇iiC-O 呼tKhC 山数 /25.Q mm 1 u()P(mm)有效径加内径40 言容差土14。）半多 uJ2（D 容才 扮）土kT 丧叁G 模举值（mm）0基型寸法（mm）新凝G毋合扉耗限度。）手: 容差（4）基型寸法（mm）下O容差+上（7） 耕容差+公差下（7） 粉容差iO杵容差公差FA48404883.175045.9678769186043.934462480185928FA60506083.175057.9678769186055.934462480185928FA82.56582.555.08007924711391228075.994738760225838FA95759546.350090.93411391228080868918940225838FA109011046.3500105.934113912280101.868918940225838FA 122.5100122546.3500118.434116922480114368916940245838FA14011514046.3500135.934116922480131.968916940245838FA15012515046.3500145.93412294288014168912940285838FA16514016546.3500160.934122942880156.868912940285838FA17515017546.3500170.93412294288016668912940285838注）二。付属雷ci士单独有劾径上寸'马。O结合部有效径（内基型寸法内数值占一致守马。O 结合部内出；hl心内谷内径（4）（0基型寸法内数值占一致寸逐。倩青1.谷底形状，士，区10上5仁检查马:外径（7）最大寸法占0冏二寸岂杀（7）X?岂马上5,逾宜逃尸在占马电 。占寸'马。2.有效径，匕°5/容差1上山0半角。容差（7）测定|士,表内数值保玄 ,原典J 1tLf表11仁规定L t而马通小便口士的1、点横 力:瓢理笈,来kigt/玄；tal：iA来九马：:i:仁上逾合寸马 占判定寸马。3,有效径内摩耗限度;士，表内数值保玄表14:规定方马摩耗点7P 方;通叮故厅玄口: 占P,摩耗限度内U而马占判定寸马。4.匕°5/千容差I匚士，！）一1（7）上5的岂吞含的马。表4工作用止一 形状,寸法，言容差扮上I;公差（太I、笑瀛力工C0基隼山形古示才"）单位 0.001mm夕J%*20(D W检查占8呼 Vtil；山数mm 心同（n）P(mm)W2)内径 端恢 由（mm）<r>±山co半角 c2O 法容差 份）土ffT 酷。 襟逸值（mm）0(mm)警容差±O制容差例FA48404883.175045.9673002821844.6551122FA60506083.175057.9673002821856.6551122FA82.56582.555.080079.2473803582277245928FA95759546.350090.9344203982288.485928FAU09011046.3500105.93442039822103.485928EA122.5100122.546.3500118.43442039624115.985928EA14011514046.3500135.93442039624133.485928FA15012515046.3500145.93442039228143.485928EA16514016546.3500160.93442039228158.485928FA17515017546.3500170.93442039228168.485928注C）二内付属害"CM：单独有劲径占寸乱（3）结合部有效径（心）内基型寸法内数值占一致寸马。，（考1.谷底内形状;工:短夕以外CO部分力、检查接触L玄）、上九目爸.有熨径，容差于上山。!半角coF容差内测定;幻 表（7）数值,表12仁规定存马工作用止 布1、点检力1151/一力：瓢理我,避。迟来九马二占仁逾合寸马吞G4L判定寸马。2 .匕°5/千容差仁l± U 47）上马含的马。表5检查用止- e>(D形状，寸法，善容差公差(太l、笑瀛|也，抬1：内基型山形在示守)单位 0.001mm结合部 0 大 G IW检查iaC0 呼LTtil；山数产、 mmg学(»)匕讨 P(mm)>/一内径 端恢 由(mm)匕9千O±山co半角 020 法容差 份)土ffT 酷。> 襟逸值(mm)(3)基型寸法 (mm)下(7) 旃差±o 制容差例FA48404883.175045.9673183001844.6551122FA60506083.175057.9673183001856.6551122FA82.56582.555.0800792474023802277245928FA95759546.350090.9344424202288.485928FAU09011046.3500105.93444242022103.485928EA122.5100122.546.3500118.43444442024115.985928EA14011514046.3500135.93444442024133.485928FA15012515046.3500145.93444842028143.485928EA16514016546.3500160.93444842028158.485928FA17515017546.3500170.93444842028168.485928注C)付属害Qi士单独有效径占寸马。C)结合部有效径(心)内基型寸法内数值占一致寸马。，(考1.谷底(7)形状I士，短<以外。)部分力"检查h马出占接触L友1、上明 通宜逃尸.有效径，tf：y容差:feckinUG半角(Z)rF容差内测定I士，表G数值<,表13仁规定IZC而马检查 用止19例11±的亦口点棣一力】辗理玄<,来太避<尢11：讼杀:逾合寸马4>CD 占判定寸'马。2 .匕°5/千。容差:城，！；一卜切»上马的岂含的马。表6工作用检查用限界I士占一形状，寸法，容差公差丸工作用【平d*一»己号丸检查用形WSR形WSF形1SR形ISF形WSR形WSF形1SR形ISFW"（摩耗限度G前容差）X土，公差）X%（上上如容差）X*（下又下容差）x£it kTgk姚优用)C剂典由p-J-a yT7Wp 出lUU，便I应（公差）x*,（上。济容差1X%（下（D黜差）X力一寸 7 6 -1-通4例口平形切;用）' 一P（公lasl（上G弄容差）x/（下6粉容差）X，止。禽I平（太I、笑比，基型山形古示于）单位 0.001mm注日 结合部外径3）69基型寸法（Z）数值占一致寸马。吁T co 呼 LK.祜合部O 大芝3O 呼梭查占15内呼15（5） 基迤寸 法（mm）通9例Jd止9俱J d工作 t登查共用工作用梭查用丸形用平形用丸形;上/平形1：用新装内埸合摩耗限 度G 杵容差新装内埸合摩耗限 度G 容差下CD容差上CD 容差公差下（0容差±0容差公差下（05T容差上（0容差公差卜力容差上内5T容差公差FA48404848.00078661260318306123005104981252251012FA60506060.00081671460321307143005104961452451014FA8256582.582.500104881680484468164607307141674673016FA95759595.000104881680574558165508608441687686016EM1090110110.0()01()4881680574558165508608441687686016FA122.5100122.5122.500107891880577559185508608421887886018EA140115140140.000107891880577559185508608421887886018FA150125150150.000107891880577559185508608421887886018EA165140165165.000107891880577559185508608421887886018EA175150175175.000107891880577559185508608421887886018表7通（工作检查共用）形状，寸法，容差出上I；公差一配号GP碗2（；便I,（外径（7）下6弄容差）X方二 二_52®二二二一.二一）x当 （有劲径输下（7）静容差）X/7-井（有劾径。公差）x3一（.獭径虫上逸按差12d4i婚耍般豳旌蛆&（太l、实0幕津山形在示寸）单位 0.0001mm吁一2<r> 呼CK好人!g松杳* ivZ）i2 3）呼 C5hl：山数 产)mm 1(«)匕厅 P(mm)W5W)Z)2馆O出于 G 1sm差土山。半 角02 Q份）土廿f 艮占。 襟调直（mm）«了户田, （D 大舌占 O(*)斛寸 法(mm)度（0料+0 基卅 法 (mm)度+上。） 翻差下(Z)线上。（ 林差4-下西4-容差+IA48404883.175045.9678769186048.000876918605932FA60506083.175057.9678769186060.000876918605932FA82.56582.555.080079247113912280825001139122805845FA9575954635(X)90.93411391228095.0001139122805845EU090110463500105.934113912280110.0001139122805845FA122.5100122.5463500118.4341169224801225001169224805845EM40115140463500135.934116922480140.0001169224805845EA150125150463500145.934122942880150.0001229428805845FA165140165463500160.934122942880165.0001229428805845EA175150175463500170.934122942880175.0001229428805845注6 二付届春"CI士单独有劲径占寸马。0结合部有劲径（4）（0基型寸法内数值占一致寸'马。C）结合部15（7）谷内径（D）（7）基型寸法（0数值h 一致寸-马。W#l.谷底内形状因。上5U横查M马46加1心内径（7）最小寸法占。寸'岂来。岂马上5,通宜逃尸在占2.匕°5/千容差13大, U卜。上马的岂含的马。表8工作用止9431：一;0）形状，寸法，善容差公差（太I、；hl：D基型山形在示寸'）单位 0.001mm注6 二（7）付属雷QU；单独有劲径占寸马。升沟（W(r>大OSiaUoW,25.4、 mm 上,()匕厅P(mm)W2)端周直 D（mm）(D山公的 a/2O份）土值(mm)(*)(mm)上CD随差+下ff） 腌差+凝舒,容左±FA48404883.175045.9673002821847.2851125FA60506083.175057.9673002821859.2851125FA82.56582.555.080079.2473803582281.255937FA95759546.350090.9344203982293.395937FA11O9011046.3500105.93442039822108.395937FA122J100122.546.3500118.43442039624120.895940FA14011514046.3500135.93442039624138.395940FA150125150463500145.93442039228148.395940FA16514016546.3500160.93442039228163.395940FA175150175463500170.93442039228173.395940O结合部内36之有劲径（。2）内亚型寸法内数值占一致寸马。看1.谷底（7）形状国|0）上5U短 1x17：/夕以外（7）部分力二，检查马的七接触J玄逾宜逃厅在2. t：°5/千。）F容差仁城，！；一 Z7）上马的岂含的马。表9检查用止9431：一;0）形状，寸法，善容差出上1；公差（太I、臾源i±,基型山形在示寸）单位 0.001mm注6 二（7）付属雷QU；单独有劲径占寸马。升沟（W(r>大OSiaUoW<25.4 mm 卜司5)匕厅 P(mm)端周直 D（mm）(D山公的 a/2O份）土值(mm)C)(mm)上CD随差+下ff） 腌差+凝舒,容左±FA.48404883.175045.9673183001847.2851125FA60506083.175057.9673183001859.2851125FA82.56582.555.080079.2474023802281.255937FA95759546.350090.9344424202293.395937FA1109011046.3500105.93444242022108.395937FA122J100122.546.3500118.43444442024120.895940FA14011514046.3500135.93444442024138.395940FA15012515046.3500145.93444842028148.395940FA16514016546.3500160.93444842028163.395940FA17515017546.3500170.93444842028173.3959400结合部内36之有劲径（。2）内亚型寸法内数值占一致寸马。看1.谷底（7）形状国|0）上5U短 1x17：/夕以外（7）部分力二，检查马的七接触J玄逾宜逃厅在2. t：°5/千。）F容差仁城，！；一 Z7）上马的岂含的马。工作用检查用限界一形状，寸法，静容差扮上I；公差"也号工作用WM横杳用IM上奉。整丁厅一力通）例7使J（太I、。工，ial3<0基型山形古示寸）单位 0.001mm注C）结合部（7）的内径（3）（7）基型寸法（7）数值内谷内径4（59数值仁等1x1、）占一致守马。号一、：GW福湎 0（DIW0脚姆 (mm)通叮倒J D,止«94工作触共用工作用移差+下+腐±O +下(0 +馍上韩差 +下韩差 +礴言容差FA48404843.934558546125409008881291290012FA6O506055.934561547145409008861491490014FA82.56582.575.9948648481684013001284161316130016FA95759586.8681044102816102015201504161536152016FA11090110101.8681044102816102015201504161536152016EM2Z5100122.5114.3681047102918102015201502181538152018FA140115140131.8681047102918102015201502181538152018EA15O125150141.8681047102918102015201502181538152018EA165140165156.8681047102918102015201502181538152018FA175150175166.8681047102918102015201502181538152018表11通士点SUal：:/一:;(D形状，寸法，容差出上1；公差一配号GF滴hh"“、,“8一”卸(外律G公差)X；(太I、吐，iaCO基型山形古示寸)单位 0.001mm注6d(7)付属雷-CU:单独有劲径占寸盲。A沟W余拾部娃占tlC山数匕讨有摊CMd匕于山好(7)m>i3.(25.4 P0上(D下(D0±0下CD<r>角a/2«UWM，1/二J非&忐家容差凝寸法瑜差祸容由原喇直O CF()(mm)(mm)(mm)土份)土(mm)FA48404883.175045.96787971048.0004260185932FA60506083.175057.96787971060.0004260185932FA8256582.555.080079.2471131251282.5005880225845FA95759546.350090.9341131251295.0005880225845FA1109011046.3500105.93411312512110.0005880225845FA122J100122.546.3500118.43411612812122.5005680245845FA14011514046.3500135.93411612812140.0005680245S45FA15012515046.3500145.93412213614150.0005280285845FA16514016546.3500160.93412213614165.0005280285845FA17515017546.3500170.93412213614175.0005280285845C)结合部(7)扮力1(7)有劲径(4)(7)基型寸法(D数值一数寸'马。结合部外径(d)(O基型寸法内数值占一致寸一马。借考1.谷底。)形状1±,表3仁规定一内径0最小寸法占寸岂兴(75*C岂盲上5,逾宜逃尸在上 马(。占寸马。2.匕°5/千容差RU工UF。上马的含的马。4.寸法差L金具1形单位mm结合部co大舌(0 呼 tr呼t/d4DD44h±0.2最小0 -0.2最小+ 0.2 0+0.2 0404843.033.038.020.015.01.5506055.044.549.020.015.01.56582.575.057.067.027.021.03.0759586.069.078.030.024.04.090110101.082.093.031.025.05.0100122.5113.095.0105.031.025.05.0115140129.0107.0121.031.025.05.0125150139.0117.0128.031.025.05.0140165153.0130.0142.031.025.05.0150175163.0142.0152.031.025.05.0ill考抬口工 付表表12工作用止值弘士的赤L、点检:一 形状，寸法，容差出上。公差一纪号WF止叮幻切:/为T唱 出国卬公黝xt （外径13控差12d（太、笑基型山形在示寸）单位 0.001mm注O二内付属-D士单独有效径占寸马。-(DW余拾部<r）o CF唉查占 m>i3. c咽1/tlC山数 (25.4、 mmI(«)匕讨 P(mm)2Md匕方<r>±山讲 角a/2艮摘幅（mm）0(mm)下（7）/容差雌0基型寸法（mm）±0下CD舒容龙馍含&差粉容差 份）±FA48404883.175045.9673003101048.0004260185925FA60506083.175057.9673003101060.0004260185925FA82J6582.555.080079.2473803921282.5005880225837FA95759546.350090.9344204321295.0005880225837FA1109011046.3500105.93442043212110.0005880225837FA122J100122.546.3500118.43442043212122.5005680245840FA14011514046.3500135.93442043212140.0005680245840FA15012515046.3500145.93442043414150.0005280285840FA16514016546.3500160.93442043414165.0005280285840FA17515017546.3500170.93442043414175.0005280285840O结合部内出力115（7）有效径（4）。基型寸法内数值占一致守马。（5）结合部心。）外径（少。）基型寸法。）数值占一致守马。借考1.谷底形状1士,表4仁规定寸C y cz>/一内内径内最小寸法占。冏:守岂兴（7）马上5通宜逃rf在<h d2.匕°5/千容差仁表13检查用止值弘士的赤L、点检:一 形状，寸法，容差出上。公差夕T12号IF(太I、匕心抬1：0基型山形在示才9单位 0.001mmA沟W余拾部娃占tlC山数匕厅2Md匕打山好(7)O CFm>i3.(25.4)P0下(7)0±0下CDO±角0/2«UWM，1/mm 卜可(«)(mm)(mm)?!容差手容差寸法(mm)瑜差祸容由例ST容差6) ±原喇直(mm)FA48404883.175045.9673183281048.0004260185925FA6O506083.175057.9673183281060.0004260185925FA8266582.555.080079.2474024141282.5005880225837FA95759546.350090.9344424541295.0005880225837FA1109011046.3500105.93444245412110.0005880225837FA12Z5100122.546.3500118.43444445612122.5005680245S40FA14011514046.3500135.93444445612140.0005680245840FA15012515046.3500145.934448462