{"id":5717,"date":"2025-12-24T02:30:34","date_gmt":"2025-12-24T02:30:34","guid":{"rendered":"https:\/\/korea-transmission.com\/?p=5717"},"modified":"2025-12-24T02:30:34","modified_gmt":"2025-12-24T02:30:34","slug":"gb-t-3098-10-prevailing-torque-steel-lock-nuts-standard","status":"publish","type":"post","link":"https:\/\/korea-transmission.com\/id\/blog\/gb-t-3098-10-prevailing-torque-steel-lock-nuts-standard\/","title":{"rendered":"Standar Mur Pengunci Baja Torsi Dominan GB\/T 3098.10"},"content":{"rendered":"
\n

Pengantar Standar GB\/T 3098.10<\/h2>\n

Standar ini menetapkan sifat mekanis untuk mur pengunci baja tipe torsi dominan, memastikan ketahanan terhadap getaran dalam aplikasi pengencangan. Standar ini selaras dengan ISO 2320-2015 untuk metode pengujian, mencakup kelas 04, 05, 5, 6, 8, dan 10. Pemilihan dan pengujian yang tepat menjaga integritas perakitan di bawah beban dinamis.<\/p>\n<\/div>\n

\n

Cakupan<\/h2>\n

GB\/T 3098.10-1993 mendefinisikan persyaratan kinerja untuk mur pengunci baja dengan fitur torsi dominan, berlaku untuk ukuran M5 hingga M39 dalam ulir kasar dan halus. Standar ini mencakup gaya penjepitan uji dan torsi dominan untuk memverifikasi efektivitas penguncian, yang cocok untuk industri seperti otomotif dan permesinan di mana pencegahan kelonggaran sangat penting.<\/p>\n

    \n
  • Berlaku untuk semua mur pengunci sisipan logam dan non-logam.<\/li>\n
  • Memastikan torsi yang konsisten setelah beberapa kali pemasangan\/pelepasan.<\/li>\n
  • Merujuk pada ISO 898-2 untuk beban uji dan koefisien gesekan.<\/li>\n<\/ul>\n<\/div>\n
    \n

    Metode dan Persyaratan Pengujian<\/h2>\n

    Pengujian mengevaluasi gaya penjepitan di bawah beban yang ditentukan dan mengukur torsi yang berlaku selama siklus pemasangan dan pelepasan. Gaya penjepitan adalah 80% beban uji mur, dengan batas pada 75% dan 65% untuk penilaian gesekan. Gunakan kontrol proses statistik untuk evaluasi, independen dari statistik.<\/p>\n

      \n
    1. Terapkan gaya penjepit uji F80<\/sub>.<\/li>\n
    2. Ukur torsi untuk pemasangan pertama (maksimum untuk semua logam; 50% untuk sisipan).<\/li>\n
    3. Nilai torsi pelepasan ke-1 dan ke-5 (nilai minimum).<\/li>\n<\/ol>\n

      Hal ini memastikan mur tetap terkunci tanpa gesekan atau kerusakan yang berlebihan.<\/p>\n<\/div>\n

      \n

      Mur Torsi Prevalensi Kelas 04<\/h2>\n

      Untuk mur kelas 04 (5 mm \u2264 d \u2264 39 mm), gaya penjepit sama dengan 80% beban uji per ISO 898-2. Batas menilai koefisien gesekan total \u03bcbalita<\/sub>.<\/p>\n

      \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
      Ukuran Benang<\/th>\nUji Gaya Jepit F80<\/sub> \/ N<\/th>\nBatas Atas F75<\/sub> \/ N<\/th>\nBatas Bawah F65<\/sub> \/ N<\/th>\nInstalasi Pertama TFV,maks<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan Pertama TFd,min<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan ke-5 TFd,min<\/sub> \/ (N\u00b7m)<\/th>\n<\/tr>\n<\/thead>\n
      M5<\/td>\n4320<\/td>\n4050<\/td>\n3510<\/td>\n1.6<\/td>\n0.29<\/td>\n0.2<\/td>\n<\/tr>\n
      M6<\/td>\n6112<\/td>\n5730<\/td>\n4966<\/td>\n3<\/td>\n0.45<\/td>\n0.3<\/td>\n<\/tr>\n
      M7<\/td>\n8800<\/td>\n8250<\/td>\n7150<\/td>\n4.5<\/td>\n0.65<\/td>\n0.45<\/td>\n<\/tr>\n
      M8<\/td>\n11120<\/td>\n10425<\/td>\n9035<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M8X1<\/td>\n11920<\/td>\n11175<\/td>\n9685<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M10<\/td>\n17600<\/td>\n16500<\/td>\n14300<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M10X1.25<\/td>\n18640<\/td>\n17475<\/td>\n15145<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M10X1<\/td>\n19600<\/td>\n18375<\/td>\n15925<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M12<\/td>\n25600<\/td>\n24000<\/td>\n20800<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M12X1.5<\/td>\n26800<\/td>\n25125<\/td>\n21775<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M12X1.25<\/td>\n28000<\/td>\n26250<\/td>\n22750<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M14<\/td>\n34960<\/td>\n32775<\/td>\n28405<\/td>\n24<\/td>\n3.3<\/td>\n2.3<\/td>\n<\/tr>\n
      M14X1.5<\/td>\n38000<\/td>\n35625<\/td>\n30875<\/td>\n24<\/td>\n3.3<\/td>\n2.3<\/td>\n<\/tr>\n
      M16<\/td>\n47760<\/td>\n44775<\/td>\n38805<\/td>\n32<\/td>\n4.5<\/td>\n3<\/td>\n<\/tr>\n
      M16X1.5<\/td>\n50800<\/td>\n47625<\/td>\n41275<\/td>\n32<\/td>\n4.5<\/td>\n3<\/td>\n<\/tr>\n
      M18<\/td>\n58400<\/td>\n54750<\/td>\n47450<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M18X1.5<\/td>\n65360<\/td>\n61275<\/td>\n53105<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M20<\/td>\n74480<\/td>\n69825<\/td>\n60515<\/td>\n54<\/td>\n7.5<\/td>\n5.3<\/td>\n<\/tr>\n
      M20X1.5<\/td>\n82720<\/td>\n77550<\/td>\n67210<\/td>\n54<\/td>\n7.5<\/td>\n5.3<\/td>\n<\/tr>\n
      M22<\/td>\n92080<\/td>\n86325<\/td>\n74815<\/td>\n68<\/td>\n9.5<\/td>\n6.5<\/td>\n<\/tr>\n
      M22X1.5<\/td>\n101200<\/td>\n94875<\/td>\n82225<\/td>\n68<\/td>\n9.5<\/td>\n6.5<\/td>\n<\/tr>\n
      M24<\/td>\n107280<\/td>\n100575<\/td>\n87165<\/td>\n80<\/td>\n11.5<\/td>\n8<\/td>\n<\/tr>\n
      M24X2<\/td>\n116720<\/td>\n109425<\/td>\n94835<\/td>\n80<\/td>\n11.5<\/td>\n8<\/td>\n<\/tr>\n
      M27<\/td>\n139520<\/td>\n130800<\/td>\n113360<\/td>\n94<\/td>\n13.5<\/td>\n10<\/td>\n<\/tr>\n
      M27X2<\/td>\n150800<\/td>\n141375<\/td>\n122525<\/td>\n94<\/td>\n13.5<\/td>\n10<\/td>\n<\/tr>\n
      M30<\/td>\n170560<\/td>\n159900<\/td>\n138580<\/td>\n108<\/td>\n16<\/td>\n12<\/td>\n<\/tr>\n
      M30X2<\/td>\n188800<\/td>\n177000<\/td>\n153400<\/td>\n108<\/td>\n16<\/td>\n12<\/td>\n<\/tr>\n
      M33<\/td>\n210960<\/td>\n197775<\/td>\n171405<\/td>\n122<\/td>\n18<\/td>\n14<\/td>\n<\/tr>\n
      M33X2<\/td>\n231360<\/td>\n216900<\/td>\n187980<\/td>\n122<\/td>\n18<\/td>\n14<\/td>\n<\/tr>\n
      M36<\/td>\n248400<\/td>\n232875<\/td>\n201825<\/td>\n136<\/td>\n21<\/td>\n16<\/td>\n<\/tr>\n
      M36X3<\/td>\n262960<\/td>\n246525<\/td>\n213655<\/td>\n136<\/td>\n21<\/td>\n16<\/td>\n<\/tr>\n
      M39<\/td>\n296720<\/td>\n278175<\/td>\n241085<\/td>\n150<\/td>\n23<\/td>\n18<\/td>\n<\/tr>\n
      M39X3<\/td>\n313120<\/td>\n293550<\/td>\n254410<\/td>\n150<\/td>\n23<\/td>\n18<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

      Catatan: Torsi pemasangan pertama berlaku untuk semua mur logam; untuk sisipan non-logam, nilai maksimumnya adalah 50%.<\/p>\n<\/div>\n

      \n

      Mur Torsi Prevalensi Kelas 05<\/h2>\n

      Mur kelas 05 menggunakan beban uji 80% per ISO 898-2 untuk penjepitan, dengan batas gesekan untuk verifikasi kinerja.<\/p>\n

      \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
      Ukuran Benang<\/th>\nUji Gaya Jepit F80<\/sub> \/ N<\/th>\nBatas Atas F75<\/sub> \/ N<\/th>\nBatas Bawah F65<\/sub> \/ N<\/th>\nInstalasi Pertama TFV,maks<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan Pertama TFd,min<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan ke-5 TFd,min<\/sub> \/ (N\u00b7m)<\/th>\n<\/tr>\n<\/thead>\n
      M5<\/td>\n5680<\/td>\n5325<\/td>\n4615<\/td>\n2.1<\/td>\n0.35<\/td>\n0.24<\/td>\n<\/tr>\n
      M6<\/td>\n8000<\/td>\n7500<\/td>\n6500<\/td>\n4<\/td>\n0.55<\/td>\n0.4<\/td>\n<\/tr>\n
      M7<\/td>\n11600<\/td>\n10875<\/td>\n9425<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M8<\/td>\n14640<\/td>\n13725<\/td>\n11895<\/td>\n8<\/td>\n1.15<\/td>\n0.8<\/td>\n<\/tr>\n
      M8X1<\/td>\n15680<\/td>\n14700<\/td>\n12740<\/td>\n8<\/td>\n1.15<\/td>\n0.8<\/td>\n<\/tr>\n
      M10<\/td>\n23200<\/td>\n21750<\/td>\n18850<\/td>\n14<\/td>\n2<\/td>\n1.4<\/td>\n<\/tr>\n
      M10X1.25<\/td>\n24480<\/td>\n22950<\/td>\n19890<\/td>\n14<\/td>\n2<\/td>\n1.4<\/td>\n<\/tr>\n
      M10X1<\/td>\n25760<\/td>\n24150<\/td>\n20930<\/td>\n14<\/td>\n2<\/td>\n1.4<\/td>\n<\/tr>\n
      M12<\/td>\n33760<\/td>\n31650<\/td>\n27430<\/td>\n21<\/td>\n3.1<\/td>\n2.1<\/td>\n<\/tr>\n
      M12X1.5<\/td>\n35200<\/td>\n33000<\/td>\n28600<\/td>\n21<\/td>\n3.1<\/td>\n2.1<\/td>\n<\/tr>\n
      M12X1.25<\/td>\n36800<\/td>\n34500<\/td>\n29900<\/td>\n21<\/td>\n3.1<\/td>\n2.1<\/td>\n<\/tr>\n
      M14<\/td>\n46000<\/td>\n43125<\/td>\n37375<\/td>\n31<\/td>\n4.4<\/td>\n3<\/td>\n<\/tr>\n
      M14X1.5<\/td>\n50000<\/td>\n46875<\/td>\n40625<\/td>\n31<\/td>\n4.4<\/td>\n3<\/td>\n<\/tr>\n
      M16<\/td>\n62800<\/td>\n58875<\/td>\n51025<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M16X1.5<\/td>\n66800<\/td>\n62625<\/td>\n54275<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M18<\/td>\n76800<\/td>\n72000<\/td>\n62400<\/td>\n56<\/td>\n8<\/td>\n5.5<\/td>\n<\/tr>\n
      M18X1.5<\/td>\n86000<\/td>\n80625<\/td>\n69875<\/td>\n56<\/td>\n8<\/td>\n5.5<\/td>\n<\/tr>\n
      M20<\/td>\n98000<\/td>\n91875<\/td>\n79625<\/td>\n72<\/td>\n10.5<\/td>\n7<\/td>\n<\/tr>\n
      M20X1.5<\/td>\n108800<\/td>\n102000<\/td>\n88400<\/td>\n72<\/td>\n10.5<\/td>\n7<\/td>\n<\/tr>\n
      M22<\/td>\n121200<\/td>\n113625<\/td>\n98475<\/td>\n90<\/td>\n13<\/td>\n9<\/td>\n<\/tr>\n
      M22X1.5<\/td>\n133200<\/td>\n124875<\/td>\n108225<\/td>\n90<\/td>\n13<\/td>\n9<\/td>\n<\/tr>\n
      M24<\/td>\n141200<\/td>\n132375<\/td>\n114725<\/td>\n106<\/td>\n15<\/td>\n10.5<\/td>\n<\/tr>\n
      M24X2<\/td>\n153600<\/td>\n144000<\/td>\n124800<\/td>\n106<\/td>\n15<\/td>\n10.5<\/td>\n<\/tr>\n
      M27<\/td>\n183600<\/td>\n172125<\/td>\n149175<\/td>\n123<\/td>\n17<\/td>\n12<\/td>\n<\/tr>\n
      M27X2<\/td>\n198400<\/td>\n186000<\/td>\n161200<\/td>\n123<\/td>\n17<\/td>\n12<\/td>\n<\/tr>\n
      M30<\/td>\n224400<\/td>\n210375<\/td>\n182325<\/td>\n140<\/td>\n19<\/td>\n14<\/td>\n<\/tr>\n
      M30X2<\/td>\n248400<\/td>\n232875<\/td>\n201825<\/td>\n140<\/td>\n19<\/td>\n14<\/td>\n<\/tr>\n
      M33<\/td>\n277600<\/td>\n260250<\/td>\n225550<\/td>\n160<\/td>\n21.5<\/td>\n15.5<\/td>\n<\/tr>\n
      M33X2<\/td>\n304400<\/td>\n285375<\/td>\n247325<\/td>\n160<\/td>\n21.5<\/td>\n15.5<\/td>\n<\/tr>\n
      M36<\/td>\n326800<\/td>\n306375<\/td>\n265525<\/td>\n180<\/td>\n24<\/td>\n17.5<\/td>\n<\/tr>\n
      M36X3<\/td>\n346000<\/td>\n324375<\/td>\n281125<\/td>\n180<\/td>\n24<\/td>\n17.5<\/td>\n<\/tr>\n
      M39<\/td>\n390400<\/td>\n366000<\/td>\n317200<\/td>\n200<\/td>\n26.5<\/td>\n19.5<\/td>\n<\/tr>\n
      M39X3<\/td>\n412000<\/td>\n386250<\/td>\n334750<\/td>\n200<\/td>\n26.5<\/td>\n19.5<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

      Catatan: Torsi pemasangan untuk sisipan adalah 50%, nilai maksimum yang tercantum.<\/p>\n<\/div>\n

      \n

      Mur Torsi Prevalensi Kelas 5<\/h2>\n

      Kelas 5 selaras dengan kelas baut 5.8 menurut ISO 898-1, menggunakan beban uji 80% untuk pengujian.<\/p>\n

      \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
      Ukuran Benang<\/th>\nUji Gaya Jepit F80<\/sub> \/ N<\/th>\nBatas Atas F75<\/sub> \/ N<\/th>\nBatas Bawah F65<\/sub> \/ N<\/th>\nInstalasi Pertama TFV,maks<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan Pertama TFd,min<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan ke-5 TFd,min<\/sub> \/ (N\u00b7m)<\/th>\n<\/tr>\n<\/thead>\n
      M5<\/td>\n4320<\/td>\n4050<\/td>\n3510<\/td>\n1.6<\/td>\n0.29<\/td>\n0.2<\/td>\n<\/tr>\n
      M6<\/td>\n6112<\/td>\n5730<\/td>\n4966<\/td>\n3<\/td>\n0.45<\/td>\n0.3<\/td>\n<\/tr>\n
      M7<\/td>\n8800<\/td>\n8250<\/td>\n7150<\/td>\n4.5<\/td>\n0.65<\/td>\n0.45<\/td>\n<\/tr>\n
      M8<\/td>\n11120<\/td>\n10425<\/td>\n9035<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M8X1<\/td>\n11920<\/td>\n11175<\/td>\n9685<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M10<\/td>\n17600<\/td>\n16500<\/td>\n14300<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M10X1.25<\/td>\n18640<\/td>\n17475<\/td>\n15145<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M10X1<\/td>\n19600<\/td>\n18375<\/td>\n15925<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M12<\/td>\n25600<\/td>\n24000<\/td>\n20800<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M12X1.5<\/td>\n26800<\/td>\n25125<\/td>\n21775<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M12X1.25<\/td>\n28000<\/td>\n26250<\/td>\n22750<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M14<\/td>\n34960<\/td>\n32775<\/td>\n28405<\/td>\n24<\/td>\n3.3<\/td>\n2.3<\/td>\n<\/tr>\n
      M14X1.5<\/td>\n38000<\/td>\n35625<\/td>\n30875<\/td>\n24<\/td>\n3.3<\/td>\n2.3<\/td>\n<\/tr>\n
      M16<\/td>\n47760<\/td>\n44775<\/td>\n38805<\/td>\n32<\/td>\n4.5<\/td>\n3<\/td>\n<\/tr>\n
      M16X1.5<\/td>\n50800<\/td>\n47625<\/td>\n41275<\/td>\n32<\/td>\n4.5<\/td>\n3<\/td>\n<\/tr>\n
      M18<\/td>\n58400<\/td>\n54750<\/td>\n47450<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M18X1.5<\/td>\n65680<\/td>\n61575<\/td>\n53365<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M20<\/td>\n74480<\/td>\n69825<\/td>\n60515<\/td>\n54<\/td>\n7.5<\/td>\n5.3<\/td>\n<\/tr>\n
      M20X1.5<\/td>\n82400<\/td>\n77250<\/td>\n66950<\/td>\n54<\/td>\n7.5<\/td>\n5.3<\/td>\n<\/tr>\n
      M22<\/td>\n92000<\/td>\n86250<\/td>\n74750<\/td>\n68<\/td>\n9.5<\/td>\n6.5<\/td>\n<\/tr>\n
      M22X1.5<\/td>\n100800<\/td>\n94500<\/td>\n81900<\/td>\n68<\/td>\n9.5<\/td>\n6.5<\/td>\n<\/tr>\n
      M24<\/td>\n107200<\/td>\n100500<\/td>\n87100<\/td>\n80<\/td>\n11.5<\/td>\n8<\/td>\n<\/tr>\n
      M24X2<\/td>\n116800<\/td>\n109500<\/td>\n94900<\/td>\n80<\/td>\n11.5<\/td>\n8<\/td>\n<\/tr>\n
      M27<\/td>\n113600<\/td>\n106500<\/td>\n92300<\/td>\n94<\/td>\n13.5<\/td>\n10<\/td>\n<\/tr>\n
      M27X2<\/td>\n123200<\/td>\n115500<\/td>\n100100<\/td>\n94<\/td>\n13.5<\/td>\n10<\/td>\n<\/tr>\n
      M30<\/td>\n139200<\/td>\n130500<\/td>\n113100<\/td>\n108<\/td>\n16<\/td>\n12<\/td>\n<\/tr>\n
      M30X2<\/td>\n153600<\/td>\n144000<\/td>\n124800<\/td>\n108<\/td>\n16<\/td>\n12<\/td>\n<\/tr>\n
      M33<\/td>\n172000<\/td>\n161250<\/td>\n139750<\/td>\n122<\/td>\n18<\/td>\n14<\/td>\n<\/tr>\n
      M33X2<\/td>\n188800<\/td>\n177000<\/td>\n153400<\/td>\n122<\/td>\n18<\/td>\n14<\/td>\n<\/tr>\n
      M36<\/td>\n202400<\/td>\n189750<\/td>\n164450<\/td>\n136<\/td>\n21<\/td>\n16<\/td>\n<\/tr>\n
      M36X3<\/td>\n214400<\/td>\n201000<\/td>\n174200<\/td>\n136<\/td>\n21<\/td>\n16<\/td>\n<\/tr>\n
      M39<\/td>\n242400<\/td>\n227250<\/td>\n196950<\/td>\n150<\/td>\n23<\/td>\n18<\/td>\n<\/tr>\n
      M39X3<\/td>\n255200<\/td>\n239250<\/td>\n207350<\/td>\n150<\/td>\n23<\/td>\n18<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

      Catatan: Gaya penjepitan sama dengan 80% dari beban bukti baut kelas 5.8 per ISO 898-1.<\/p>\n<\/div>\n

      \n

      Mur Torsi Prevalensi Kelas 6<\/h2>\n

      Kelas 6 sesuai dengan kelas baut 6.8, dengan beban uji 80% untuk uji penjepitan.<\/p>\n

      \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
      Ukuran Benang<\/th>\nUji Gaya Jepit F80<\/sub> \/ N<\/th>\nBatas Atas F75<\/sub> \/ N<\/th>\nBatas Bawah F65<\/sub> \/ N<\/th>\nInstalasi Pertama TFV,maks<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan Pertama TFd,min<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan ke-5 TFd,min<\/sub> \/ (N\u00b7m)<\/th>\n<\/tr>\n<\/thead>\n
      M5<\/td>\n5000<\/td>\n4688<\/td>\n4063<\/td>\n1.6<\/td>\n0.29<\/td>\n0.2<\/td>\n<\/tr>\n
      M6<\/td>\n7072<\/td>\n6630<\/td>\n5746<\/td>\n3<\/td>\n0.45<\/td>\n0.3<\/td>\n<\/tr>\n
      M7<\/td>\n10160<\/td>\n9525<\/td>\n8255<\/td>\n4.5<\/td>\n0.65<\/td>\n0.45<\/td>\n<\/tr>\n
      M8<\/td>\n12880<\/td>\n12075<\/td>\n10465<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M8X1<\/td>\n13760<\/td>\n12900<\/td>\n11180<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M10<\/td>\n20400<\/td>\n19125<\/td>\n16575<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M10X1.25<\/td>\n21520<\/td>\n20175<\/td>\n17485<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M10X1<\/td>\n22720<\/td>\n21300<\/td>\n18460<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M12<\/td>\n29680<\/td>\n27825<\/td>\n24115<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M12X1.5<\/td>\n31040<\/td>\n29100<\/td>\n25220<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M12X1.25<\/td>\n32400<\/td>\n30375<\/td>\n26325<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M14<\/td>\n40480<\/td>\n37950<\/td>\n32890<\/td>\n24<\/td>\n3.3<\/td>\n2.3<\/td>\n<\/tr>\n
      M14X1.5<\/td>\n44000<\/td>\n41250<\/td>\n35750<\/td>\n24<\/td>\n3.3<\/td>\n2.3<\/td>\n<\/tr>\n
      M16<\/td>\n55280<\/td>\n51825<\/td>\n44915<\/td>\n32<\/td>\n4.5<\/td>\n3<\/td>\n<\/tr>\n
      M16X1.5<\/td>\n58800<\/td>\n55125<\/td>\n47775<\/td>\n32<\/td>\n4.5<\/td>\n3<\/td>\n<\/tr>\n
      M18<\/td>\n67600<\/td>\n63375<\/td>\n54925<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M18X1.5<\/td>\n76000<\/td>\n71250<\/td>\n61750<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M20<\/td>\n86400<\/td>\n81000<\/td>\n70200<\/td>\n54<\/td>\n7.5<\/td>\n5.3<\/td>\n<\/tr>\n
      M20X1.5<\/td>\n96000<\/td>\n90000<\/td>\n78000<\/td>\n54<\/td>\n7.5<\/td>\n5.3<\/td>\n<\/tr>\n
      M22<\/td>\n106400<\/td>\n99750<\/td>\n86450<\/td>\n68<\/td>\n9.5<\/td>\n6.5<\/td>\n<\/tr>\n
      M22X1.5<\/td>\n116800<\/td>\n109500<\/td>\n94900<\/td>\n68<\/td>\n9.5<\/td>\n6.5<\/td>\n<\/tr>\n
      M24<\/td>\n124000<\/td>\n116250<\/td>\n100750<\/td>\n80<\/td>\n11.5<\/td>\n8<\/td>\n<\/tr>\n
      M24X2<\/td>\n135200<\/td>\n126750<\/td>\n109850<\/td>\n80<\/td>\n11.5<\/td>\n8<\/td>\n<\/tr>\n
      M27<\/td>\n161600<\/td>\n151500<\/td>\n131300<\/td>\n94<\/td>\n13.5<\/td>\n10<\/td>\n<\/tr>\n
      M27X2<\/td>\n174400<\/td>\n163500<\/td>\n141700<\/td>\n94<\/td>\n13.5<\/td>\n10<\/td>\n<\/tr>\n
      M30<\/td>\n197600<\/td>\n185250<\/td>\n160550<\/td>\n108<\/td>\n16<\/td>\n12<\/td>\n<\/tr>\n
      M30X2<\/td>\n218400<\/td>\n204750<\/td>\n177450<\/td>\n108<\/td>\n16<\/td>\n12<\/td>\n<\/tr>\n
      M33<\/td>\n244000<\/td>\n228750<\/td>\n198250<\/td>\n122<\/td>\n18<\/td>\n14<\/td>\n<\/tr>\n
      M33X2<\/td>\n268000<\/td>\n251250<\/td>\n217750<\/td>\n122<\/td>\n18<\/td>\n14<\/td>\n<\/tr>\n
      M36<\/td>\n287200<\/td>\n269250<\/td>\n233350<\/td>\n136<\/td>\n21<\/td>\n16<\/td>\n<\/tr>\n
      M36X3<\/td>\n304800<\/td>\n285750<\/td>\n247650<\/td>\n136<\/td>\n21<\/td>\n16<\/td>\n<\/tr>\n
      M39<\/td>\n343200<\/td>\n321750<\/td>\n278850<\/td>\n150<\/td>\n23<\/td>\n18<\/td>\n<\/tr>\n
      M39X3<\/td>\n362400<\/td>\n339750<\/td>\n294450<\/td>\n150<\/td>\n23<\/td>\n18<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

      Catatan: Gaya penjepitan sama dengan 80% dari beban bukti baut kelas 6.8 per ISO 898-1.<\/p>\n<\/div>\n

      \n

      Mur Torsi Prevalensi Kelas 8<\/h2>\n

      Untuk kelas 8, penjepitan adalah 80% dari beban bukti baut kelas 8.8 sesuai GB\/T 3098.1.<\/p>\n

      \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
      Ukuran Benang<\/th>\nUji Gaya Jepit F80<\/sub> \/ N<\/th>\nBatas Atas F75<\/sub> \/ N<\/th>\nBatas Bawah F65<\/sub> \/ N<\/th>\nInstalasi Pertama TFV,maks<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan Pertama TFd,min<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan ke-5 TFd,min<\/sub> \/ (N\u00b7m)<\/th>\n<\/tr>\n<\/thead>\n
      M5<\/td>\n6584<\/td>\n6173<\/td>\n5350<\/td>\n1.6<\/td>\n0.29<\/td>\n0.2<\/td>\n<\/tr>\n
      M6<\/td>\n9280<\/td>\n8700<\/td>\n7540<\/td>\n3<\/td>\n0.45<\/td>\n0.3<\/td>\n<\/tr>\n
      M7<\/td>\n13440<\/td>\n12600<\/td>\n10920<\/td>\n4.5<\/td>\n0.65<\/td>\n0.45<\/td>\n<\/tr>\n
      M8<\/td>\n16960<\/td>\n15900<\/td>\n13780<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M8X1<\/td>\n18160<\/td>\n17025<\/td>\n14755<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M10<\/td>\n26960<\/td>\n25275<\/td>\n21905<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M10X1.25<\/td>\n28400<\/td>\n26625<\/td>\n23075<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M10X1<\/td>\n29920<\/td>\n28050<\/td>\n24310<\/td>\n10.5<\/td>\n1.5<\/td>\n1<\/td>\n<\/tr>\n
      M12<\/td>\n39120<\/td>\n36675<\/td>\n31785<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M12X1.5<\/td>\n40880<\/td>\n38325<\/td>\n33215<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M12X1.25<\/td>\n42720<\/td>\n40050<\/td>\n34710<\/td>\n15.5<\/td>\n2.3<\/td>\n1.6<\/td>\n<\/tr>\n
      M14<\/td>\n53360<\/td>\n50025<\/td>\n43355<\/td>\n24<\/td>\n3.3<\/td>\n2.3<\/td>\n<\/tr>\n
      M14X1.5<\/td>\n58000<\/td>\n54375<\/td>\n47125<\/td>\n24<\/td>\n3.3<\/td>\n2.3<\/td>\n<\/tr>\n
      M16<\/td>\n72800<\/td>\n68250<\/td>\n59150<\/td>\n32<\/td>\n4.5<\/td>\n3<\/td>\n<\/tr>\n
      M16X1.5<\/td>\n77520<\/td>\n72675<\/td>\n62985<\/td>\n32<\/td>\n4.5<\/td>\n3<\/td>\n<\/tr>\n
      M18<\/td>\n92000<\/td>\n86250<\/td>\n74750<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M18X1.5<\/td>\n104000<\/td>\n97500<\/td>\n84500<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M20<\/td>\n117600<\/td>\n110250<\/td>\n95550<\/td>\n54<\/td>\n7.5<\/td>\n5.3<\/td>\n<\/tr>\n
      M20X1.5<\/td>\n130400<\/td>\n122250<\/td>\n105950<\/td>\n54<\/td>\n7.5<\/td>\n5.3<\/td>\n<\/tr>\n
      M22<\/td>\n145600<\/td>\n136500<\/td>\n118300<\/td>\n68<\/td>\n9.5<\/td>\n6.5<\/td>\n<\/tr>\n
      M22X1.5<\/td>\n160000<\/td>\n150000<\/td>\n130000<\/td>\n68<\/td>\n9.5<\/td>\n6.5<\/td>\n<\/tr>\n
      M24<\/td>\n169600<\/td>\n159000<\/td>\n137800<\/td>\n80<\/td>\n11.5<\/td>\n8<\/td>\n<\/tr>\n
      M24X2<\/td>\n184000<\/td>\n172500<\/td>\n149500<\/td>\n80<\/td>\n11.5<\/td>\n8<\/td>\n<\/tr>\n
      M27<\/td>\n220000<\/td>\n206250<\/td>\n178750<\/td>\n94<\/td>\n13.5<\/td>\n10<\/td>\n<\/tr>\n
      M27X2<\/td>\n238400<\/td>\n223500<\/td>\n193700<\/td>\n94<\/td>\n13.5<\/td>\n10<\/td>\n<\/tr>\n
      M30<\/td>\n269600<\/td>\n252750<\/td>\n219050<\/td>\n108<\/td>\n16<\/td>\n12<\/td>\n<\/tr>\n
      M30X2<\/td>\n298400<\/td>\n279750<\/td>\n242450<\/td>\n108<\/td>\n16<\/td>\n12<\/td>\n<\/tr>\n
      M33<\/td>\n332800<\/td>\n312000<\/td>\n270400<\/td>\n122<\/td>\n18<\/td>\n14<\/td>\n<\/tr>\n
      M33X2<\/td>\n365600<\/td>\n342750<\/td>\n297050<\/td>\n122<\/td>\n18<\/td>\n14<\/td>\n<\/tr>\n
      M36<\/td>\n392000<\/td>\n367500<\/td>\n318500<\/td>\n136<\/td>\n21<\/td>\n16<\/td>\n<\/tr>\n
      M36X3<\/td>\n415200<\/td>\n389250<\/td>\n337350<\/td>\n136<\/td>\n21<\/td>\n16<\/td>\n<\/tr>\n
      M39<\/td>\n468800<\/td>\n439500<\/td>\n380900<\/td>\n150<\/td>\n23<\/td>\n18<\/td>\n<\/tr>\n
      M39X3<\/td>\n494400<\/td>\n463500<\/td>\n401700<\/td>\n150<\/td>\n23<\/td>\n18<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n
      \n

      Mur Torsi Prevalensi Kelas 10<\/h2>\n

      Kelas 10 menggunakan 80% dari beban bukti baut kelas 10.9, untuk aplikasi berkekuatan tinggi.<\/p>\n

      \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
      Ukuran Benang<\/th>\nUji Gaya Jepit F80<\/sub> \/ N<\/th>\nBatas Atas F75<\/sub> \/ N<\/th>\nBatas Bawah F65<\/sub> \/ N<\/th>\nInstalasi Pertama TFV,maks<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan Pertama TFd,min<\/sub> \/ (N\u00b7m)<\/th>\nPenghapusan ke-5 TFd,min<\/sub> \/ (N\u00b7m)<\/th>\n<\/tr>\n<\/thead>\n
      M5<\/td>\n9440<\/td>\n8850<\/td>\n7670<\/td>\n2.1<\/td>\n0.35<\/td>\n0.24<\/td>\n<\/tr>\n
      M6<\/td>\n13360<\/td>\n12525<\/td>\n10855<\/td>\n4<\/td>\n0.55<\/td>\n0.4<\/td>\n<\/tr>\n
      M7<\/td>\n19200<\/td>\n18000<\/td>\n15600<\/td>\n6<\/td>\n0.85<\/td>\n0.6<\/td>\n<\/tr>\n
      M8<\/td>\n24320<\/td>\n22800<\/td>\n19760<\/td>\n8<\/td>\n1.15<\/td>\n0.8<\/td>\n<\/tr>\n
      M8X1<\/td>\n26000<\/td>\n24375<\/td>\n21125<\/td>\n8<\/td>\n1.15<\/td>\n0.8<\/td>\n<\/tr>\n
      M10<\/td>\n38480<\/td>\n36075<\/td>\n31265<\/td>\n14<\/td>\n2<\/td>\n1.4<\/td>\n<\/tr>\n
      M10X1.25<\/td>\n40640<\/td>\n38100<\/td>\n33020<\/td>\n14<\/td>\n2<\/td>\n1.4<\/td>\n<\/tr>\n
      M10X1<\/td>\n42800<\/td>\n40125<\/td>\n34775<\/td>\n14<\/td>\n2<\/td>\n1.4<\/td>\n<\/tr>\n
      M12<\/td>\n56000<\/td>\n52500<\/td>\n45500<\/td>\n21<\/td>\n3.1<\/td>\n2.1<\/td>\n<\/tr>\n
      M12X1.5<\/td>\n58480<\/td>\n54825<\/td>\n47515<\/td>\n21<\/td>\n3.1<\/td>\n2.1<\/td>\n<\/tr>\n
      M12X1.25<\/td>\n61120<\/td>\n57300<\/td>\n49660<\/td>\n21<\/td>\n3.1<\/td>\n2.1<\/td>\n<\/tr>\n
      M14<\/td>\n76400<\/td>\n71625<\/td>\n62075<\/td>\n31<\/td>\n4.4<\/td>\n3<\/td>\n<\/tr>\n
      M14X1.5<\/td>\n83200<\/td>\n78000<\/td>\n67600<\/td>\n31<\/td>\n4.4<\/td>\n3<\/td>\n<\/tr>\n
      M16<\/td>\n104000<\/td>\n97500<\/td>\n84500<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M16X1.5<\/td>\n111200<\/td>\n104250<\/td>\n90350<\/td>\n42<\/td>\n6<\/td>\n4.2<\/td>\n<\/tr>\n
      M18<\/td>\n127200<\/td>\n119250<\/td>\n103350<\/td>\n56<\/td>\n8<\/td>\n5.5<\/td>\n<\/tr>\n
      M18X1.5<\/td>\n143200<\/td>\n134250<\/td>\n116350<\/td>\n56<\/td>\n8<\/td>\n5.5<\/td>\n<\/tr>\n
      M20<\/td>\n162400<\/td>\n152250<\/td>\n131950<\/td>\n72<\/td>\n10.5<\/td>\n7<\/td>\n<\/tr>\n
      M20X1.5<\/td>\n180800<\/td>\n169500<\/td>\n146900<\/td>\n72<\/td>\n10.5<\/td>\n7<\/td>\n<\/tr>\n
      M22<\/td>\n201600<\/td>\n189000<\/td>\n163800<\/td>\n90<\/td>\n13<\/td>\n9<\/td>\n<\/tr>\n
      M22X1.5<\/td>\n220800<\/td>\n207000<\/td>\n179400<\/td>\n90<\/td>\n13<\/td>\n9<\/td>\n<\/tr>\n
      M24<\/td>\n234400<\/td>\n219750<\/td>\n190450<\/td>\n106<\/td>\n15<\/td>\n10.5<\/td>\n<\/tr>\n
      M24X2<\/td>\n255200<\/td>\n239250<\/td>\n207350<\/td>\n106<\/td>\n15<\/td>\n10.5<\/td>\n<\/tr>\n
      M27<\/td>\n304800<\/td>\n285750<\/td>\n247650<\/td>\n123<\/td>\n17<\/td>\n12<\/td>\n<\/tr>\n
      M27X2<\/td>\n329600<\/td>\n309000<\/td>\n267800<\/td>\n123<\/td>\n17<\/td>\n12<\/td>\n<\/tr>\n
      M30<\/td>\n372800<\/td>\n349500<\/td>\n302900<\/td>\n140<\/td>\n19<\/td>\n14<\/td>\n<\/tr>\n
      M30X2<\/td>\n412000<\/td>\n386250<\/td>\n334750<\/td>\n140<\/td>\n19<\/td>\n14<\/td>\n<\/tr>\n
      M33<\/td>\n460800<\/td>\n432000<\/td>\n374400<\/td>\n160<\/td>\n21.5<\/td>\n15.5<\/td>\n<\/tr>\n
      M33X2<\/td>\n505600<\/td>\n474000<\/td>\n410800<\/td>\n160<\/td>\n21.5<\/td>\n15.5<\/td>\n<\/tr>\n
      M36<\/td>\n542400<\/td>\n508500<\/td>\n440700<\/td>\n180<\/td>\n24<\/td>\n17.5<\/td>\n<\/tr>\n
      M36X3<\/td>\n574400<\/td>\n538500<\/td>\n466700<\/td>\n180<\/td>\n24<\/td>\n17.5<\/td>\n<\/tr>\n
      M39<\/td>\n648000<\/td>\n607500<\/td>\n526500<\/td>\n200<\/td>\n26.5<\/td>\n19.5<\/td>\n<\/tr>\n
      M39X3<\/td>\n684000<\/td>\n641250<\/td>\n555750<\/td>\n200<\/td>\n26.5<\/td>\n19.5<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n
      \n

      Pertanyaan yang Sering Diajukan (FAQ)<\/h2>\n

      Apa tujuan dari torsi yang berlaku pada mur pengunci?<\/h3>\n

      Produk ini memberikan ketahanan terhadap kelonggaran akibat getaran, yang diukur melalui siklus pemasangan dan pelepasan untuk memastikan kinerja yang konsisten.<\/p>\n

      Bagaimana perbedaan kelas antara mur sisipan logam dan mur sisipan non-logam?<\/h3>\n

      Untuk sisipan non-logam, torsi maksimum pemasangan pertama adalah 50% dari nilai yang tercantum untuk menghindari kerusakan pada sisipan.<\/p>\n

      Bagaimana jika torsi turun di bawah minimum setelah pelepasan ke-5?<\/h3>\n

      Mur tersebut gagal dalam pengujian; pilih kelas yang lebih tinggi atau verifikasi kondisi perakitan seperti pelumasan dan kesesuaian ulir.<\/p>\n

      Bagaimana cara menghitung batas gaya penjepitan?<\/h3>\n

      Atas: Beban uji 75%; bawah: 65%. Digunakan untuk evaluasi koefisien gesekan dalam kontrol kualitas.<\/p>\n

      Apakah nilai-nilai ini hanya berlaku untuk nada yang sangat rapat saja?<\/h3>\n

      Tidak, tabel tersebut mencakup ulir kasar dan halus; pastikan spesifikasi ulir sesuai untuk pengujian yang akurat.<\/p>\n

      Standar apa yang menjadi acuan beban uji?<\/h3>\n

      ISO 898-1\/2 atau GB\/T 3098.1 untuk beban baut\/mur, memastikan kompatibilitas dalam perakitan.<\/p>\n<\/div>\n

       <\/p>","protected":false},"excerpt":{"rendered":"

      Introduction to GB\/T 3098.10 Standard This standard specifies mechanical properties for prevailing torque type steel lock nuts, ensuring vibration resistance in fastening applications. It aligns with ISO 2320-2015 for test methods, covering classes 04, 05, 5, 6, 8, and 10. Proper selection and testing maintain assembly integrity under dynamic loads. Scope GB\/T 3098.10-1993 defines performance […]<\/p>","protected":false},"author":2,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_et_pb_use_builder":"","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"categories":[220],"tags":[],"class_list":["post-5717","post","type-post","status-publish","format-standard","hentry","category-technical-documentation-and-references"],"_links":{"self":[{"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/posts\/5717","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/comments?post=5717"}],"version-history":[{"count":2,"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/posts\/5717\/revisions"}],"predecessor-version":[{"id":5719,"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/posts\/5717\/revisions\/5719"}],"wp:attachment":[{"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/media?parent=5717"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/categories?post=5717"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/korea-transmission.com\/id\/wp-json\/wp\/v2\/tags?post=5717"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}