【正文】 中華人民共和國(guó)行業(yè)標(biāo)準(zhǔn) Trade Standard of the People’s Republic of China 鋼結(jié)構(gòu)高強(qiáng)度螺栓連接的設(shè)計(jì)、施工及驗(yàn)收規(guī)范 Code for design, construction and acceptance of high strength bolting for steel structure JGJ 82－ 91 Beijing 1992 本英文版為 內(nèi)部資料，僅供參考，以中文版為準(zhǔn)。 The Chinese version of standards has precedence to their English translations which are only for internal reference. 中華人民共和國(guó)行業(yè)標(biāo)準(zhǔn) Trade Standard of the People’s Republic of China 鋼結(jié)構(gòu)高強(qiáng)度螺栓連接的設(shè)計(jì)、施工及驗(yàn)收規(guī)范 Code for design, construction and acceptance of high strength bolting for steel structure JGJ 82－ 91 Complied by: Hubei Provincial Building Engineering Corporation Approved by: The Ministry of Construction of the PRC Date of Enforcement: November 1, 1992 Notice on issuance of the trade standard “Code for design, construction and acceptance of high strength bolting for steel structure” Jian Biao No. (1992) 231 Construction missions (departments) of all provinces, autonomous regions and municipalities directly under the Central Government, construction missions of cities directly under State planning, relevant Ministries and missions of the State Council: In accordance with the requirement of the Document Jian Gong Ke Zi issued by the former Building Engineering Bureau of the State, the ―Code for design, construction and acceptance of high strength bolting for steel structure‖, developed by Hubei Provincial Building Engineering Corporation, has been reviewed and approved to be a trade standard with the code No. JGJ 82－91, which will be implemented as of November 1, 1992. This standard shall be put under the administration of China Building Science Research Institute, which is affiliated to the Ministry of Construction, and Hubei Provincial Building Engineering Corporation shall be responsible for its interpretation. This standard was published by the Standard and Ration Research Institute of the Ministry of Construction. The Ministry of Construction of the People’s Republic of China April 16, 1992 Contents Chapter I General Chapter II Design of Connecting Section I General Provisions Section II Calculation of Frictiontype Connection Section III Calculation of Pressurebearing Connections Section IV Design of the Joint Section V Structural Requirements for Connection Chapter III Construction and Acceptance Section I Transportation and Conservation of High Strength Bolt Sets Section II Fabrication of Elements Connected by High Strength Bolting Section III Antislippage Coefficient Inspection for High Strength Bolting Sets and Friction Surfaces Section IV Installation for High Strength Bolting Sets Section V Quality Inspection and Acceptance for High Strength Bolting Sets Section VI Painting Appendix I Conversion between legal and nonofficial units of measureme nt Appendix II Explanation of Wording in This Code Additional Note Main Symbols Actions and Effects of Actions Fconcentrated load Mbending moment Naxial force Ppretension of high strength bolt Vshearing force Calculation Indexes ????bcbvbt NNN , design value of each high strength bolt’s pull, shear and press bearing capacity fdesign value of the steel’s tensile, pressure and bending strength bcbvbt fff , design valve of high strength bolt’s tensile, shear and press bearing strength ? positive stress Geometrical Parameters Agross section area An section area Igross moment of inertia of section area Sgross moment of area of section area ? space ddiameter 0d diameter of hole llength zL assumed distributed length of concentrated load on the edge of calculated height of web plate Calculation Coefficient and Other nquantity of high strength bolts lnquantity of high strength bolts of the calculation section fn quantity of forcetransferring friction surfaces for high strength bolts ? antislippage coefficient of the friction surface for high strength bolts ? augmenting factor of concentrated load Chapter I General This code is formulated for the purpose of obtaining advanced technology, economy, safe application and quality guarantee in the design and construction of high strength bolting for steel structure. This code is applies to the design, construction and acceptance of high strength bolting in steel structure for industrial and civil buildings. The design, construction and acceptance of high strength bolting shall meet relevant provisions of the ―Code for design of steel structure (GBJ17)‖, ―Technical specification on coldbending and thinwall steel structure (GBJ18)‖, and ―Code for construction and acceptance of steel structure (GBJ205)‖, in addition to this code. The existing special standards shall be followed in the event of high strength bolting designed for service in special environments (such as high temperature and corrosive condition). The high strength bolting sets adopted in this code shall meet the stipulations of ―Heavy hexagonal bolts for steel structure‖ (GB1228), ―Type and size of high strength heavy hexagonal nuts for steel structure‖ (GB1229), ―Type and size of high strength washers for steel structure‖ (GB1230), ―Specifications of high strength heavy hexagonal bolts, nuts and washers for steel structure‖ (GB1231), or ―Type and size of torsion shear type high strength bolt set for steel structure‖ (GB3632), and ―Specifications of torsion sheer type high strength bolting sets for steel structure‖ (GB3633) respectively. The performance grade, specification, connecting type, pretension, antislippage coefficient of friction sur