{"id":55121,"date":"2025-07-28T08:00:39","date_gmt":"2025-07-27T23:00:39","guid":{"rendered":"https:\/\/norimen.net\/wordpress\/?p=55121"},"modified":"2026-05-16T16:02:52","modified_gmt":"2026-05-16T07:02:52","slug":"rincian-prosedur-penegangan-jangkar-tanah","status":"publish","type":"post","link":"https:\/\/norimen.net\/id\/ground-anchor-tension-procedure-detail\/","title":{"rendered":"Saya telah menulis secara rinci prosedur pengelolaan tegangan dalam konstruksi jangkar tanah"},"content":{"rendered":"

Halo semuanya.<\/p>\n

Ini Enta.<\/p>\n

Saya akan mencoba menuliskan prosedur pengelolaan tegangan dalam konstruksi jangkar tanah.<\/p>\n

\"Pengelolaan<\/p>\n

\u25a0 Tujuan Pengelolaan Stres<\/h3>\n

Jangkar tanahPekerjaan yang membutuhkan ketegangan (tarikan)<\/strong>Periksa apakah kabel baja PC yang telah dipasang telah diberi tegangan dan mampu mentransmisikan gaya ke tanah melalui bagian penahan.<\/p>\n

Agar gaya tarik yang diperlukan (beban desain) dapat diterapkan secara akurat ke tanah<\/strong>akan diselenggarakan di sana.<\/p>\n

Hal ini dilakukan untuk menilai apakah jangkar yang telah dipasang benar-benar memiliki kualitas yang memenuhi persyaratan kinerja yang ditetapkan dalam desain.<\/p>\n

Kinerja yang disyaratkan dalam perancangan adalah kinerja yang memadai dan aman terhadap gaya jangkar rancangan; secara spesifik, yaitu kemampuan untuk menahan gaya yang lebih besar dari gaya jangkar rancangan,<\/p>\n

Memiliki hubungan beban-perpindahan yang sesuai.<\/p>\n

Pengujian dilakukan untuk memeriksa kualitas bahan yang digunakan, kualitas pengerjaan, serta kualitas jangkar yang dipasang, guna menentukan apakah jangkar tersebut layak digunakan atau tidak.<\/p>\n

 <\/p>\n

\u25a0 Langkah-langkah (Alur Manajemen Konstruksi)<\/h3>\n
\n
\n\n\n\n\n\n\n\n\n\n\n\n\n
Langkah-langkah<\/th>\nIsi<\/th>\n<\/tr>\n<\/thead>\n
\u2460 Pemasangan sementara dan persiapan<\/td>\nSetelah pemasangan jangkar, pasang peralatan pengencang (perancah pengencang, satu set dongkrak, pengukur dial, dll.)<\/td>\n<\/tr>\n
\u2461 Ketegangan awal (ketegangan awal)<\/td>\nAngkat menggunakan dongkrak dengan beban sekitar 10\u2013201 TP3T dari beban desain, lalu kencangkan kabel baja PC yang kendur. Mulai pengukuran regangan. Lakukan penyetelan nol di sini (gunakan nilai pembacaan di sini sebagai acuan).<\/td>\n<\/tr>\n
\u2462 Tahap Ketegangan<\/td>\nBerikan beban dalam 5 tahap mulai dari beban awal. Sesuai dengan beban, lanjutkan pemberian beban hingga maksimal 10 tahap (contoh: awal \u2192 20% \u2192 40% \u2192 60% \u2192 80% \u2192 100%)<\/td>\n<\/tr>\n
\u2463 Penegangan hingga beban yang ditentukan<\/td>\nKencangkan dengan dongkrak hingga mencapai beban desain, lalu periksa apakah terjadi penurunan beban selama waktu penahanan beban (1\u201310 menit)<\/td>\n<\/tr>\n
\u2464 Pengukuran Beban dan Perpindahan<\/td>\nPada beban yang ditentukan, bacalah nilai regangan dari pengukur beban dan pengukur perpindahan (nilai perpindahan diukur pada kepala dongkrak)<\/td>\n<\/tr>\n
\u2465 Perbandingan dengan nilai batas<\/td>\nLakukan pemeriksaan berikut:
\n\u30fbPerlu mengetahui nilai regangan saat perpindahan sudah tepat (tidak terjadi regangan berlebih) [(beban maksimum bertahap \u2013 beban awal)]
\n\u30fbTumbuh terlalu panjang \u2192 Kemungkinan sudah rontok
\n\u30fbTidak meregang \u2192 Apakah ada grout pada panjang bebas!? (Dalam kasus ini, jika ditarik hingga beban desain dalam satu kali tarikan, grout mungkin akan pecah dan kembali ke kondisi normal)<\/td>\n<\/tr>\n
\u2466 Penguatan<\/td>\nSambil mempertahankan beban tegangan, kencangkan dengan mur pemasangan atau sejenisnya, lalu lepaskan dongkrak (pertimbangkan terlebih dahulu bagaimana menangani kehilangan set)<\/td>\n<\/tr>\n
\u2467 Catatan<\/td>\nCatat beban, regangan, dan besaran perpindahan, dan sebagainya, pada lembar catatan.<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

 <\/p>\n

\"Situasi<\/p>\n

\u25a0 Tabel Waktu Penahanan Beban Berdasarkan Jenis Tanah (Referensi)<\/h3>\n\n\n\n\n\n\n\n\n\n\n
Klasifikasi Tanah<\/th>\nContoh yang paling umum<\/th>\nPerkiraan waktu tahan (pada beban desain)<\/th>\nAlasan dan Hal-hal yang Perlu Diperhatikan<\/th>\n<\/tr>\n<\/thead>\n
Batu keras (batu padat)<\/td>\nGranit, andesit, batupasir keras, dan sebagainya<\/td>\nSekitar 5 menit<\/strong><\/td>\nTampaknya hampir tidak ada pergeseran<\/td>\n<\/tr>\n
Batu dengan kekerasan sedang<\/td>\nbatuan lumpur, batuan serpih, dan sebagainya<\/td>\n5\u201310 menit<\/strong><\/td>\nKarakteristik perpindahan dapat dinilai dengan menahan beban selama waktu tertentu<\/td>\n<\/tr>\n
batuan lunak<\/td>\nGranit yang telah mengalami pelapukan, tufa, dan sebagainya<\/td>\nSekitar 10 menit<\/strong><\/td>\nBerdasarkan jenis tanah di daerah ini, terdapat kecenderungan creep yang cukup signifikan<\/td>\n<\/tr>\n
Tanah yang padat<\/td>\nTanah berpasir, tanah bercampur kerikil, dan sebagainya<\/td>\n10\u201315 menit<\/strong><\/td>\nPerhatikan juga perpindahan pelat penahan tekanan, seperti penurunan atau deformasi<\/td>\n<\/tr>\n
Tanah yang tidak padat<\/td>\nTanah liat, lempung, tanah humus, dan sebagainya<\/td>\n15\u201320 menit atau lebih (perhatikan baik-baik besaran perpindahannya)<\/strong><\/td>\nPerhatikan daya dukung tanah. Karena seiring berjalannya waktu, tanah rentan mengalami penurunan dan deformasi, maka perlu diperhatikan dengan cermat pembacaan manometer dan besaran perpindahan.<\/td>\n<\/tr>\n
Tanah timbunan\u30fbTanah pengurukan<\/td>\nLahan yang telah ditimbun kembali\u30fbLahan yang telah dipersiapkan<\/td>\nLebih dari 20 menit (perhatikan baik-baik besaran perpindahan)<\/strong><\/td>\nRisiko ketidakmerataan dan deformasi tinggi, sehingga perlu dipertahankan dalam waktu yang lebih lama; perhatikan dengan cermat pengukur tekanan dan besaran perpindahan<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

\u203bUntuk waktu penahanan yang sebenarnya, harap ikuti petunjuk dalam buku panduan pemasangan atau arahan dari teknisi pemasangan jangkar tanah.<\/em><\/strong><\/span><\/p>\n

Sebenarnya, jika pergeserannya hampir tidak ada, mari kita terus memajukan waktu!<\/p>\n

Di sinilah saatnya memanfaatkan sertifikasi Teknisi Pemasangan Jangkar Tanah!!! (Apakah hanya di sini saja tempatnya untuk memanfaatkannya!?)<\/p>\n

 <\/p>\n

Pandangan mengenai lamanya waktu penahanan ini berbeda-beda di antara para teknisi.<\/p>\n

Hal ini karena ada orang yang sangat kaku dalam hal waktu penahanan.<\/p>\n

Namun, hal tersebut dijelaskan dengan jelas dalam buku tentang teknik jangkar tanah.<\/p>\n

\u201cJika perpindahan kurang dari 0,5 mm, dapat dianggap stabil.\u201d Jadi, kita harus benar-benar memperhatikan hal ini; kalau tidak, kita akan terus-menerus melakukan pengujian, jadi hati-hati ya w<\/p>\n

\"Tampilan<\/p>\n

Pada dasarnya, terkadang ada kasus di mana kondisi tanah tidak memenuhi nilai standar desain.<\/p>\n

Penyebab utama mengapa hal ini tidak berhasil adalah,<\/p>\n

Kesalahan pemasangan pengukur dial<\/span><\/strong><\/span>.<\/p>\n

Jujur saja, mengukur di luar ruangan pada tingkat 1\/100 itu lebih sulit dan akan menimbulkan kesalahan yang cukup besar.<\/p>\n

Oleh karena itu, meskipun nilai uji belum dimasukkan, selama data tersebut tidak terlewatkan, tidak ada masalah.<\/p>\n

Namun, jika untuk saat ini Anda ingin memastikan data secara langsung di tempat, lakukan pengujian hingga beban maksimum desain. (Di sini, ukur silinder hidrolik bagian kepala menggunakan caliper)<\/p>\n

Kemudian kembalikan ke beban awal. (Di sini, ukur kembali silinder hidrolik menggunakan jangka sorong)<\/p>\n

Kurangi nilai regangan beban awal dari nilai maksimum; jika hasilnya masih berada dalam kisaran nilai yang tepat (antara batas atas dan batas bawah), maka tidak ada masalah.<\/p>\n

Tips selengkapnya akan saya bagikan nanti lewat video, hehe<\/p>\n

 <\/p>\n

Sampai jumpa lagi.<\/p>","protected":false},"excerpt":{"rendered":"

Halo semuanya. Ini Enta. Saya akan mencoba menuliskan prosedur pengelolaan tegangan dalam pekerjaan pemasangan jangkar tanah. \u25a0 Tujuan Pengelolaan Tegangan Pekerjaan penegangan (tarikan) jangkar tanah dilakukan untuk memberikan gaya tegangan pada kawat baja PC yang telah dipasang dan memastikan apakah gaya tersebut dapat disalurkan ke tanah melalui bagian penahan\u2026<\/p>","protected":false},"author":2,"featured_media":7853,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":"","jetpack_post_was_ever_published":false},"categories":[28],"tags":[48,58,612,2184,6879],"class_list":["post-55121","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-ground-anchor","tag-48","tag-58","tag-612","tag-2184","tag-6879"],"acf":[],"yoast_head":"\n\u30b0\u30e9\u30a6\u30f3\u30c9\u30a2\u30f3\u30ab\u30fc\u5de5\u306b\u304a\u3051\u308b\u7dca\u5f35\u7ba1\u7406\u306e\u624b\u9806\u3092\u8a73\u3057\u304f\u66f8\u3044\u3066\u307f\u305f - 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