印尼标准 RSNI3 6816-2025 钢筋设计详图编制指南（修改采用 ACI MNL-66 (20)）

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RSNI3 6816:2025

Rancangan Standar Nasional Indonesia

ICS 91.080.40, 91.020.25

RSNI3

111

Panduan penyajian detail desain baja tulangan

(ACI MNL-66(20), MOD)

“Pengguna dari RSNI ini diminta untuk menginformasikan adanya hak paten dalam

dokumen ini, bila diketahui, serta memberikan informasi pendukung lainnya (pemilik

paten, bagian yang terkena paten, alamat pemberi paten dan lain-lain).”

RSNI3 6816:2025 
© BSN 2025   i 
Daftar isi 
 
 
 
Daftar isi ................................................................................................................................. i 
Prakata .................................................................................................................................. x 
Pendahuluan ........................................................................................................................ xii 
BAGIAN 1 - ACI 315R-18, PANDUAN PENYAJIAN DETAIL DESAIN BAJA TULANGAN ..... 1 
  Pendahuluan dan ruang lingkup ....................................................................................... 2 
1    Pendahuluan ................................................................................................................. 2 
2    Ruang lingkup ............................................................................................................... 2 
  Notasi dan definisi ............................................................................................................ 2 
1    Notasi ........................................................................................................................... 2 
2    Definisi .......................................................................................................................... 3 
  Pertimbangan umum ........................................................................................................ 3 
1    Pemodelan Informasi Bangunan (PIB, Building Information Modelling, BIM) ................. 3 
2    Pertimbangan toleransi ................................................................................................. 7 
3    Peringatan umum ........................................................................................................ 21 
4    Jenis dan tujuan gambar ............................................................................................. 23 
  Gambar struktur ............................................................................................................. 23 
1    Ruang lingkup ............................................................................................................. 23 
2    Umum ......................................................................................................................... 23 
3    Urutan lembar ............................................................................................................. 24 
4    Lembar catatan umum ................................................................................................ 25 
5    Lembar rencana .......................................................................................................... 42 
6    Lembar elevasi............................................................................................................ 47 
7    Lembar potongan ........................................................................................................ 48 
8    Lembar dengan tampilan skala besar ......................................................................... 49 
9    Lembar detail .............................................................................................................. 50 
10    Lembar skedul dan diagram ...................................................................................... 52 
11    Lembar dan skedul fondasi ....................................................................................... 58 
12    Lembar yang ditentukan pengguna ........................................................................... 59 
13    Representasi tiga dimensi ......................................................................................... 59 
  Perancangan untuk konstruktabilitas .............................................................................. 59 
1    Menentukan  persyaratan  untuk  selimut  beton,  jarak  bersih,  panjang  penyaluran,  dan 
sambungan lewatan ............................................................................................................. 60 
2    Mendefinisikan konfigurasi pemasangan batang tulangan .......................................... 61 
3    Fondasi ....................................................................................................................... 65 
4    Dinding ....................................................................................................................... 67 
5    Kolom ......................................................................................................................... 73 
6    Balok ........................................................................................................................... 76 

RSNI3 6816:2025 
© BSN 2025   ii 
5.7    Pelat............................................................................................................................ 80 
6    Kajian gambar pemasangan .......................................................................................... 85 
6.1    Ruang lingkup ............................................................................................................. 85 
6.2    Definisi ........................................................................................................................ 85 
6.3    Ringkasan ................................................................................................................... 85 
6.4    Prosedur ..................................................................................................................... 85 
6.5    Evaluasi gambar pemasangan .................................................................................... 86 
6.6    Tingkat persetujuan ..................................................................................................... 87 
7    Referensi ....................................................................................................................... 87 
BAGIAN 2 DETAIL ............................................................................................................... 90 
Detail Pelat .......................................................................................................................... 91 
Detail Balok ........................................................................................................................ 116 
Detail Kolom ...................................................................................................................... 163 
Detail Dinding .................................................................................................................... 185 
Detail Fondasi .................................................................................................................... 236 
Detail Pelat-Di-Atas-Tanah ................................................................................................ 329 
BAGIAN 3 LAMPIRAN ....................................................................................................... 360 
Lampiran A (normatif) Tabel referensi ................................................................................ 361 
Lampiran B (informatif) Daftar referensi ............................................................................. 377 
Lampiran C (informatif) Daftar penyimpangan teknis ......................................................... 379 
 
Tabel 1 – Penomoran lembar gambar NCS-V6 .................................................................... 25 
Tabel 2 – Contoh penyangga batang kawat (milik CRSI (CRSI RB4.1)) ............................... 32 
Tabel 3 – Contoh spacer (milik CRSI (CRSI RB4.1)) ........................................................... 34 
Tabel 4 – Contoh penyangga plastik (milik CRSI (CRSI RB4.1)) .......................................... 36 
Tabel A-1 - Luas penampang nominal, berat, dan nominal diameter tulangan menurut standar 
SNI .................................................................................................................................... 361 
Tabel A-2 - Luas tulangan per meter lebar penampang beton ........................................... 361 
Tabel A-3 - Lebar badan balok minimum yang diperlukan untuk dua batang atau lebih dalam 
satu lapisan untuk beton non-prategang cor di tempat ....................................................... 364 
Tabel  A-4  -  Lebar  badan  balok  minimum  bw  untuk  berbagai  kombinasi  batang  tulangan 
(eksposur interior) .............................................................................................................. 366 
Tabel A-5 - Properti batang tulangan bundel ...................................................................... 368 
Tabel A-6 - Lebar badan balok minimum bw untuk berbagai kombinasi batang tulangan bundel 
(eksposur interior) .............................................................................................................. 369 
Tabel A-7 - Rasio panjang penyaluran tarik tulangan ......................................................... 370 
Tabel A-8 - Panjang penyaluran tarik ldh untuk kait standar .............................................. 373 
Tabel A-9 - Panjang penyaluran tarik ldh untuk kait standar .............................................. 376 
Tabel C.1 - Daftar penyimpangan teknis ............................................................................ 379 
 
Gambar 1 – Selimut muka dan selimut ujung untuk tulangan ................................................. 8 

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标签： #钢 #钢筋 #ACI

摘要：

本文档为印尼国家标准 RSNI3 6816-2025《钢筋设计详图编制指南》的完整解读，该标准修改采用美国混凝土学会 ACI MNL-66 (20) 规范，适用于印尼建筑与基础设施工程中钢筋详图的标准化编制与质量控制。RSNI3 6816-2025 明确了从结构设计到施工图转换的具体流程，涵盖钢筋尺寸标注、弯钩长度、搭接与锚固要求、保护层厚度等关键技术细节，旨在统一图纸表达方式、减少施工误读、提升结构安全性与可操作性。本标准特别结合印尼地质气候条件与本地材料特性，对 ACI MNL-66 进行了

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印尼标准 RSNI3 6816-2025 钢筋设计详图编制指南（修改采用 ACI MNL-66 (20)）

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