电弧螺柱焊用焊接螺柱检测

发布时间：2024-06-21 作者：中析研究所浏览：

GB/T 902.1-2008手工焊用焊接螺柱

本部分规定了螺纹规格为M3～M20的手工焊用焊接螺柱。

GB/T 902.2-2010电弧螺柱焊用焊接螺柱

GB/T 902的本部分规定了螺纹规格为M6～M24的电弧螺柱焊用螺纹螺柱（PD型）和带缩杆的螺纹螺柱（RD型），及M5～M12的电弧螺柱焊用内螺纹螺柱（ID型），以及与其配套使用的磁环（PF、RF和UF型）。ISO 13918规定的产品型式与倭国标准对照，见附录A。

GB/T 902.3-2008储能焊用焊接螺柱

本部分规定了螺纹规格为M3～M8的储能焊用螺纹焊接螺柱（PT型）和公称直径为5mm～7.1mm的内螺纹焊接螺柱（IT型）。

GB/T 902.4-2010短周期电弧螺柱焊用焊接螺柱

GB/T 902的本部分规定了规格为M3～M10短周期电弧螺柱焊用带法兰的螺纹螺柱（PS型）和螺纹规格为M3～M6的内螺纹螺柱（IS型）。ISO 13918规定的产品型式与我国标准对照，见附录A。

GB/T 10432.1-2010电弧螺柱焊用无头焊钉

GB/T 10432的本部分规定了公称直径为6mm～16mm的电弧螺柱焊用无头焊钉（UD型）及配套使用的磁环（UF型）。ISO 13918规定的产品型式与我国标准对照，见附录A。

GB/T 10432.2-2016短周期电弧螺柱焊用无头焊钉

GB/T 10432的本部分规定了短周期电弧螺柱焊用无头焊钉的型式尺寸、技术条件和标记。本部分适用于公称直径为3 mm~8 mm的短周期电弧螺柱焊用无头焊钉(US型)。

GB/T 10432.3-2010储能焊用无头焊钉

GB/T 10432的本部分规定了公称直径为3mm～6mm 的储能焊用无头焊钉(UT型)。 ISO 13918规定的产品型式与我国标准对照,见附录A。

NB/T 20275-2014压水堆核电厂螺柱焊接规范

本标准规定了非能动压水堆核电厂核岛结构模块和钢安全壳中螺柱焊接的材料、焊接评定、焊接、产品试验及检验、返修、完工文件要求。本标准适用于非能动压水堆核电厂核岛结构模块和钢安全壳的电弧螺柱焊接。

TB/T 3452-2016动车组用不锈钢焊接技术条件

本标准规定了动车组用不锈钢焊接的基本要求、电阻点焊、气体保护电弧焊、螺柱焊的技术要求。本标准适用于动车组不锈钢车辆及其零部件的焊接，其他轨道车辆可参照执行。

JB/T 8323-2015螺柱焊机

本标准规定了螺柱焊机的术语和定义、产品型式和基本参数、环境条件、技术要求、试验方法、检验规则。本标准适用于在一般使用条件下的螺柱焊机。不同的产品型式和特殊使用条件对螺柱焊机提出的某些特殊要求，可在本标准的基础上由用户与制造商协商，在企业标准或专用技术条件中予以规定。

DIN EN 1994-1-1-2010欧洲法规4:复合钢和混凝土结构的设计.第1-1部分:一般规则和建筑物规则.德文版本EN 1994-1-1-2004 + AC-2009

Eurocode 4 applies to the design of composite structures and members for buildings and civil engineering works. It complies with the principles and requirements for the safety and serviceabiltiy of structures, the basis of their design and verification that are given in EN 1990 - Basis of structural design.

DIN EN 1994-2-2010欧洲法规4:复合钢和混凝土结构的设计.第2部分:通用规则和桥用规则.德文版本EN 1994-2-2005 + AC-2008

Eurocode 4 applies to the design of composite structures and members for buildings and civil engineering works. It complies with the principles and requirements for the safety and serviceability of strucures, the basis of their design and verification that are given in EN 1990: 2002 - Basis of structural design.

DS/EN ISO 13918-2008焊接螺柱和用于电弧螺柱焊的陶瓷套管

This International Standard specifies:. requirements for studs and ceramic ferrules for arc stud welding;. dimensions, materials, mechanical properties and, when required, conditions of evaluation of conformity.Table 1 shows types of studs and the symbols for studs and ceramic ferrules that are covered by thisdocument.

BS EN 1994-2-2005欧洲法规 4.复合钢和混凝土结构的设计.桥梁用通用规则和规则

1.1.1 Scope of Eurocode 4(1) Eurocode 4 applies to the design of composite structures and members for buildings and civilengineering works. It complies with the principles and requirements for the safety and serviceabilityof structures, the basis of their design and verification that are given in EN 1990: 2002 – Basis ofstructural design.(2) Eurocode 4 is concerned only with requirements for resistance, serviceability, durability and fireresistance of composite structures. Other requirements, e.g. concerning thermal or sound insulation,are not considered.(3) Eurocode 4 is intended to be used in conjunction with:EN 1990 Basis of structural designEN 1991 Actions on structuresENs, hENs, ETAGs and ETAs for construction products relevant for composite structuresEN 1090 Execution of steel structures and aluminium structuresEN 13670 Execution of concrete structuresEN 1992 Design of concrete structuresEN 1993 Design of steel structuresEN 1997 Geotechnical designEN 1998 Design of structures for earthquake resistance(4) Eurocode 4 is subdivided in various parts:Part 1-1: General rules and rules for buildingsPart 1-2: Structural fire designPart 2: General rules and rules for bridges.1.1.2 Scope of Part 1-1 of Eurocode 4(1) Part 1-1 of Eurocode 4 gives a general basis for the design of composite structures together withspecific rules for buildings.(2) The following subjects are dealt with in Part 1-1:Section 1: GeneralSection 2: Basis of designSection 3: MaterialsSection 4: DurabilitySection 5: Structural analysisSection 6: Ultimate limit statesSection 7: Serviceability limit statesSection 8: Composite joints in frames for buildingsSection 9: Composite slabs with profiled steel sheeting for buildings1.1.3 Scope of Part 2 of Eurocode 4(1) Part 2 of Eurocode 4 gives design rules for steel-concrete composite bridges or members ofbridges, additional to the general rules in EN 1994-1-1. Cable stayed bridges are not fully coveredby this part.(2) The following subjects are dealt with in Part 2:Section 1: GeneralSection 2: Basis of designSection 3: MaterialsSection 4: DurabilitySection 5: Structural analysisSection 6: Ultimate limit statesSection 7: Serviceability limit statesSection 8: Decks with precast concrete slabsSection 9: Composite plates in bridges(3) Provisions for shear connectors are given only for welded headed studs.NOTE: Reference to guidance for other types of shear connectors may be given in the National Annex.