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JG/T 368-2012: Steel-bars truss deck
Status: Valid
| Standard ID | Contents [version] | USD | STEP2 | [PDF] delivered in | Standard Title (Description) | Status | PDF |
| JG/T 368-2012 | English | 339 |
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Steel-bars truss deck
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JG/T 368-2012
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Basic data | Standard ID | JG/T 368-2012 (JG/T368-2012) | | Description (Translated English) | Steel-bars truss deck | | Sector / Industry | Building & Construction Industry Standard (Recommended) | | Classification of Chinese Standard | P26 | | Classification of International Standard | 91.080.10 | | Word Count Estimation | 13,128 | | Quoted Standard | GB/T 191; GB 1499.1; GB 1499.2; GB/T 2518; GB/T 5117; GB/T 5118; GB/T 11253; GB 13788; GB/T 15111; GB 50010; JGJ/T 27 | | Regulation (derived from) | Bulletin of the Ministry of Housing and Urban No. 1290; industry standard filing Notice 2013 No. 1 (No. 157 overall) | | Issuing agency(ies) | Ministry of Housing and Urban-Rural Development of the People's Republic of China | | Summary | This standard specifies the steel truss floor boards of terms and definitions, and examples of marking, materials, requirements, test methods, inspection rules, order contents, logos, packaging, transportation and storage. This standard applies to industr | JG/T 368-2012: Steel-bars truss deck---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Steel-bars truss deck
ICS 91.080.10
P26
People's Republic of China building industry standards
Steel truss floor boards
Posted on.2012-02-09
2012-08-01 implementation
Ministry of Housing and Urban-Rural Development, People's Republic of China released
Foreword
This standard was drafted in accordance with the rules given in GB/T 1.1-2009.
This standard proposed by the Ministry of Housing and Urban Standard and Design Institute.
This standard by the Ministry of Housing and Urban Construction Building Products and Components Products Standardization Technical Committee.
This standard is drafted by. China Metallurgical Construction Research Institute Co., Ltd., Zhejiang Hangzhou Hsiao Steel Co., Ltd..
Participated in the drafting of this standard. China Steel Association, MCC Dongfang Engineering Co., Ltd., China Jing Ye Engineering Co., Ltd..
The main drafters of this standard. Li Wenbin, Chai Chang, Yang Yue Yue, Liu Yingchun, Wu Mingchao, Lan Wenqing.
Steel truss floor boards
1 Scope
This standard specifies the terms and definitions steel truss floor boards, marking and examples, materials, requirements, test methods, inspection rules, ordering
Capacity, logo, packaging, shipping and storage.
This standard applies to industrial and civil buildings and structures used in combination of floor truss floor slab production, inspection and acceptance.
2 Normative references
The following documents for the application of this document is essential. For dated references, only the dated version applies to this article
Pieces. For undated references, the latest edition (including all amendments) applies to this document.
GB/T 191 Packaging - Pictorial signs
GB 1499.1 steel for reinforced concrete - Part 1. Hot rolled round bars
GB 1499.2 steel reinforced concrete - Part 2. Hot rolled ribbed steel
GB/T 2518 continuous hot dip galvanized steel sheet and strip
GB/T 5117 carbon steel electrode
GB/T 5118 low alloy steel electrode
GB/T 11253 carbon structural steel cold rolled sheet and strip
GB 13788 cold-rolled ribbed steel
Weld joint GB/T 15111 tensile shear fatigue test method
GB 50010 Design code for concrete structures
JG J/T 27 steel welded joints test methods and standards
3 Terms and definitions
The following terms and definitions apply to this document.
3.1
Steel truss steel-barstruss
Reinforced by the winding, lower chords and webs, connected by resistance spot welded truss.
3.2
Bottom bottomsheet
Spot welding under the steel truss, as a micro-ribbed plate with a template.
3.3
Support steel supportbars
Lateral and vertical support bars welded to both ends of a steel truss.
3.4
Reinforced steel truss and floor by resistance spot welding connected into the overall composite load-bearing plate.
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