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GB 50135-2006 Code for Design of High-Rising Structures

高耸结构设计规范 （英文版）

http://www.sinostandard.com/a/GB/P/2010/1023/28.html

英文�称： Code for design of high-rising structures

替代情况： 替代GBJ 135-1990

中标分类： 工程建设>>工程结构>>P20工程结构综�

ICS分类： 建筑�料和建筑物>>建筑物结构>>91.080.01建筑结构综�

�布部门： 中�人民共和国建设部 中�人民共和国国家质�监�检验检疫总局 �布日期： 2006-12-11 实施日期： 2007-05-01

起���： �济大学 起�人： 王肇民�马人�

页数： 165页

出版社： 中国计划出版社 本规程适用于钢�钢筋混�土高耸结构，包括广播电视塔�通信塔�导航塔�输电高塔�石油化工塔�大气监测塔�烟囱�排气塔�水塔�矿井架�风力�电塔等构筑物的设计。

Contents 1. General Provisions 2. Terms and Symbols 2.1 Terms 2.2 Symbols 3. General Rules 4. Load and Action 4.1 Classification of load and action 4.2 Wind loads 4.3 Ice coating load 4.4 Seismic action and seismic checking 4.5 temperature effect and action effect 5. Steel Tower and Mast Structure 5.1 General rules 5.2 Inner force analysis on steel tower mast structure 5.3 Deformation and monolithic stability of the steel tower mast structure 5.4 Cordelle 5.5 Axial tensile members and axial compressive members 5.6 Eccentric tension and eccentric compression member 5.7 Welded joint connection calculation 5.8 Bolting calculation 5.9 Calculation of flange plate connecting 5.10 Construct requirements for the mast structure of the steel tower 6. Concrete Cylindrical Tower 6.1 General provisions 6.2 Calculation of the distortion of the tower body and the internal force of the section of the tower drum 6.3 Calculation of the ultimate bearing capacity of the drum 6.4 Calculation of the limit service state of the drum 6.5 Structure Requirement for concrete tower cylinder 7. Groundwork and Foundation 7.1 General requirements 7.2 Groundwork calculation 7.3 Foundation design 7.4 Up-lift resistance stableness and antiskid stabilization of the foundation Appendix A Material and Connection Appendix B Axial Compression Steel Member Stability Factor Appendix C under Eccentric Load Function, when Round, Ring Foundation Base are Removed, the Foundation Pressure Calculation Factor , Appendix D Foundation and Anchor Slab up-lift Resistance Stability Calculation Explanation of Wording in this Code 1. General Provisions 1.0.1 This code is formulated with a view to ensure the safety, application, state-of-art technology, economic feasibility and guarantee quality in the design of high-rising structures. 1.0.2 This Code is applicable to the design of high-rising structures of steel and reinforced concrete, including broadcasting tower, communication tower, navigation tower, transmission tower, petrochemical tower, atmospheric monitoring tower, chimney, exhaust tower, water tower, pithead, wind power generation tower and other structures. 1.0.3 This Code is formulated based on the existing national standard "Unified Standard Reliability Design of Building Structures" GB 50068. 1.0.4 When designing the high-rising structures and selecting structural plans, it is necessary to consider the fabrication, transportation, installation and concreting, environmental impact after construction and completion and maintaining. 1.0.5 When designing the high-rising structures, not only shall this Code be applied, but shall also current relevant standards of the nation.

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