Standard No.:	12G614-1
English Name:	Structure construction of masonry filler wall
Chinese Name:	砌体填充墙结构构造
Professional Classification:	12
Issued by:	MOHURD
Issued on:	2012-5-3
Implemented on:	2013-6-1
Status:	superseded
Superseded by:	06SG614-122G614-1
Superseding:	06SG614-1
Language:	English
File Format:	PDF
Word Count:	8000 words
Price(USD):	375.0
Delivery:	via email in 1 business day

This Atlas is prepared according to the Document Jian Zhi [2011] No. 82 of the Ministry of Housing and Urban-Rural Development -"Notice on Printing 'Preparation Work Plan of National Building Standard Design in 2011'" and current relevant codes, regulations and standards of the Nation.

Contents General Instructions Table for The Allowable Calculated Height [H0] of Common Masonry Self-bearing Wall Detailed Drawing for Reserved Tie Bars in Frame Column Reserved Tie Bar in Concrete Structure Detailed Drawing for Reserved Steel Bats for Constructional Column, Core Column, Horizontal Tie Beam and Lintel Details for Connection of Infilled Wall and Frame Column Profile Drawing for Connection of Infilled Wall and Frame Column Details for Embedded Parts in Concrete Structures Details for Constructional Column Details for Connection of Infilled Wall and Constructional Column as Well as Top Connection of Infilled Wall Practice of Door Opening Schematic Diagram for Arrangement of Infilled Wall Schematic Diagram for Arrangement of Constructional Columns for Wall with no Opening and Horizontal Tie Beams for Infilled Wall Schematic Diagram for Arrangement of Constructional Columns for Wall with Opening and Horizontal Tie Beams for Infilled Wall Schematic Diagram for Connection of Infilled Wall Schematic Diagram for Arrangement of Small-sized Hollow Block Infilled Wall Details for Root of Small-sized Hollow Block Wall and Core Column Schematic Diagram for Connection of Small-sized Hollow Block Infilled Wall Details for Connection of Small-sized Hollow Block Infilled Wall Practice of Small-sized Hollow Block Door Opening Details for Connection of Autoclaved Aerated Concrete Blocks