Q73 金属构配件 标准查询与下载

DIN V 18160-1 Bb.1 Berichtigung 1:2007 烟囱.第1部分:设计和性能.依照DIN EN 1856-1的金属烟囱、依照DIN EN 1856-2的烟道和连接烟道的国家补充及被承认材料和防腐蚀等级使用的补充.技术勘误DIN V 18160-1-2006

Chimneys - Part 1: Design and performance; National supplement for metal chimneys according DIN EN 1856-1, flues and connecting flues according DIN EN 1856-2, Supplement for allowed materials and the usage of corrosion resistance classes, Corrigenda to DI

KS F 4603-2007 H形钢桩

이 규격은 토목, 건축 등 구조물의 기초, 토류벽, 벽체의 보강재, 그 밖의 구조물에 사용

Steel H piles

JG 225-2007 预应力混凝土用金属波纹管

本标准规定了预应力混凝土用金属波纹管的分类与标记，要求，试验方法，检验规则，包装、标志，运输、贮存和使用等内容。 本标准适用于以镀锌或不镀锌低碳钢带螺旋折叠咬口制成并用于后张法预应力混凝土结构构件中预留孔的金属管。

Corrugated metal ducts for prestressed concrete

JIS A 6604:2007 停车场用金属零部件

この規格は，主として住宅で使用する金属製の簡易車庫用構成材(以下，車庫用構成材という。)について規定する。この規格は,屋根ふき材を除いたもので,屋根が片側柱又は両側柱によって支持される形式のものについて適用する。ただし,周囲を囲うもの,収納庫をもつもの及び基礎は除く。

Metal components for car port

JIS A 5530 ERRATUM 2:2007 勘误

ERRATUM

DIN 24531-2:2007 用作楼梯踏板的格板.第2部分:薄金属格板

Gratings used as stairtreads - Part 2: Sheet metal gratings

NF P34-214-1-1:2007 建筑工程.不锈钢薄板材和长形薄板材制造的屋顶覆盖物.第1-1部分:技术规范

Building works - Roof covering made of stainless steel sheet and long sheet - Part 1-1 : technical specifications.

NF P34-214-1-2:2007 建筑工程.不锈钢薄板材和长形薄板材制造的屋顶覆盖物.第1-2部分:材料选择的一般标准

Building works - Roof covering made of stainless steel sheet and long sheet - Part 1-2 : general criteria for the choice of materials.

NF P34-214-2:2007 建筑工程.不锈钢薄板材和长形薄板材制造的屋顶覆盖物.第2部分:特殊条款的合同单据

Building works - Roof covering made of stainless steel sheet and long sheet - Part 2 : contract bill of special clauses.

DIN V 4133:2007 独立式钢制烟囱

Free-standing steel stacks

KS F 4715-2007 修整用薄涂料

이 표준은 합성 수지 등의 결합재, 골재, 무기질계 분체 및 섬유 재료를 주원료로 하여,

Wall coatings for thin textured finishes

KS F 4570-2007 混凝土预制件

이 규격은 화력발전소에서 발생하는 석탄회 중 콘크리트용 바텀애시 골재에 대하여 규정한다.

Bottom ash aggregate for the precast concrete product

BS EN 1993-4-1:2007 欧洲法规3:钢结构设计.筒仓

(1) Part 4.1 of Eurocode 3 provides principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported. (2) The provisions given in this Part supplement modify or supersede the equivalent provisions given in EN 1993-1. (3) This part is concerned only with the requirements for resistance and stability of steel silos. For other requirements (such as operational safety, functional performance, fabrication and erection, quality control, details like man-holes, flanges, filling devices, outlet gates and feeders etc.), see the relevant standards. (4) Provisions relating to special requirements of seismic design are provided in EN 1998-4, which complements or adapts the provisions of Eurocode 3 specifically for this purpose. (5) The design of supporting structures for the silo are dealt with in EN 1993-1-1. The supporting structure is deemed to consist of all structural elements beneath the bottom flange of the lowest ring of the silo, see figure 1.1. (6) Foundations in reinforced concrete for steel silos are dealt with in EN 1992 and EN 1997. (7) Numerical values of the specific actions on steel silos to be taken into account in the design are given in EN 1991-4 Actions in Silos and Tanks. (8) This Part 4.1 does not cover: − resistance to fire; − silos with internal subdivisions and internal structures; − silos with capacity less than 10 tonnes; − cases where special measures are necessary to limit the consequences of accidents. (9) Where this standard applies to circular planform silos, the geometric form is restricted to axisymmetric structures, but the actions on them may be unsymmetrical, and their supports may induce forces in the silo that are not axisymmetrical.

Eurocode 3 — Design of steel structures — Part 4-1: Silos

BS EN 1993-4-3:2007 欧洲法规3:钢结构设计.管道

(1) This Part 4-3 of EN 1993 provides principles and application rules for the structural design of cylindrical steel pipelines for the transport of liquids or gases or mixtures of liquids and gases at ambient temperatures, which are not treated by other European standards covering particular applications. (2) Standards dealing with specific pipeline applications should be used for these purposes, notably - EN 805 : 2000 for water supply systems (drinking water); - EN 1295: 1997 for buried pipelines under various conditions of loading (waste water); - EN 1594: 2000 for gas supply systems for operating pressures over 16 bar; - EN 12007: 2000 for gas supply systems up to and including 16 bar; - EN 12732: 2000 for welding; - EN 13941: 2003 for pre-insulated bonded pipe systems for district heating; - EN 13480: 2002 for industrial pipelines; - EN 14161: 2004 for pipeline transportation systems for the petroleum and natural gas industries. (3) Rules related to special requirements of seismic design are provided in EN 1998-4 (Eurocode 8: Part 4 "Design of structures for earthquake resistance: Silos, tanks and pipelines"), which complements the rules of Eurocode 3 specifically for this purpose. (4) This Standard is restricted to buried pipelines, corresponding to the scope of Eurocode 8 Part 4 for pipelines. It is specifically intended for use on: - Buried pipelines in settlement areas and in non-settlement areas; - Buried pipelines crossing dykes, traffic roads and railways and canals. (5) The design of pipelines involves many different aspects. Examples are routing, pressure safety systems, corrosion protection, construction and welding, operation and maintenance. For aspects other than the structural design of the pipeline itself, reference is made to the relevant European standards listed in 1.2. This is also the case for elements like valves, fittings, insulating couplings, tees and caps. (6) Pipelines usually comprise several associated facilities such as pumping stations, operation centres, maintenance stations, etc., each of them housing different sorts of mechanical and electrical equipment. Since these facilities have a considerable influence on the continued operation of the system, it is necessary to give them adequate consideration in the design process aimed at satisfying the overall reliability requirements. However, explicit treatment of these facilities, is not included within the scope of this Standard. (7) Although large diameter pipelines are within the scope of this Standard, the corresponding design criteria should not be used for apparently similar facilities like railway tunnels and large underground gas reservoirs. (8) The provisions in this Standard are not necessarily complete for particular applications. Where this is the case, additional provisions specific to those applications should be adopted. (9) This Standard specifies the requirements regarding material properties of plates and welds in terms of strength and ductility. For detailed guidelines and requirements about materials and welding, reference should be made to the relevant standards listed in 1.2. (10) The scope of this Standard is limited to steel grades with a specified minimum yield strength not exceeding 700 N/mm2.

Eurocode 3 — Design of steel structures — Part 4-3: Pipelines

BS EN 1993-1-6:2007 欧洲法规 3.钢结构的设计.壳层结构的强度和稳定性

(1) EN 1993-1-6 gives basic design rules for plated steel structures that have the form of a shell of revolution. (2) This Standard is intended for use in conjunction with EN 1993-1-1, EN 1993-1-3, EN 1993-1-4, EN 1993-1-9 and the relevant application parts of EN 1993, which include: Part 3.1 for towers and masts; Part 3.2 for chimneys; Part 4.1 for silos; Part 4.2 for tanks; Part 4.3 for pipelines. (3) This Standard defines the characteristic and design values of the resistance of the structure. (4) This Standard is concerned with the requirements for design against the ultimate limit states of: plastic limit; cyclic plasticity; buckling; fatigue. (5) Overall equilibrium of the structure (sliding, uplifting, overturning) is not included in this Standard, but is treated in EN 1993-1-1. Special considerations for specific applications are included in the relevant application parts of EN 1993. (6) The provisions in this Standard apply to axisymmetric shells and associated circular or annular plates and to beam section rings and stringer stiffeners where they form part of the complete structure. General procedures for computer calculations of all shell forms are covered. Detailed expressions for the hand calculation of unstiffened cylinders and cones are given in the Annexes. (7) Cylindrical and conical panels are not explicitly covered by this Standard. However, the provisions can be applicable if the appropriate boundary conditions are duly taken into account. (8) This Standard is intended for application to steel shell structures. Where no standard exists for shell structures made of other metals, the provisions of this standards may be applied provided that the appropriate material properties are duly taken into account. (9) The provisions of this Standard are intended to be applied within the temperature range defined in the relevant EN 1993 application parts. The maximum temperature is restricted so that the influence of creep can be neglected if high temperature creep effects are not covered by the relevant application part. (10) The provisions in this Standard apply to structures that satisfy the brittle fracture provisions given in EN 1993-1-10. (11) The provisions of this Standard apply to structural design under actions that can be treated as quasi-static in nature. (12) In this Standard, it is assumed that both wind loading and bulk solids flow can, in general, be treated as quasi-static actions. (13) Dynamic effects should be taken into account according to the relevant application part of EN 1993, including the consequences for fatigue. However, the stress resultants arising from dynamic behaviour are treated in this part as quasi-static. (14) The provisions in this Standard apply to structures that are constructed in accordance with EN 1090-2. (15) This Standard does not cover the aspects of leakage. (16) This Standard is intended for application to structures within the following limits: design metal temperatures within the range −50°C to +300°C; radius to thickness ratios within the range 20 to 5000. NOTE: It should be noted that the stress design rules of this standard may be rather conservative if applied to some geometries and loading conditions for relatively thick-walled shells.

Eurocode 3. Design of steel structures - Strength and Stability of Shell Structures

BS EN 1993-1-12:2007 欧洲法规 3.钢结构的设计.扩展EN 1993到钢等级S700的附加规则

(1) This EN 1993-1-12 gives rules that can be used in conjunction with parts - EN1993-1-1 - EN 1993-1-2 - EN 1993-1-3 - EN 1993-1-4 - EN 1993-1-5 - EN 1993-1-6 - EN 1993-1-7 - EN 1993-1-8 - EN 1993-1-9 - EN 1993-1-10 - EN 1993-1-11 - EN 1993-2 - EN 1993-3-1 - EN 1993-3-2 - EN 1993-4-1 - EN 1993-4-2 - EN 1993-4-3 - EN 1993-5 - EN 1993-6 to enable steel structures to be designed with steel of grades greater than S460 up to S700. (2) Where it is necessary to alter a rule in other parts to enable up to S700 to be used, it is stated what needs to be done, either by noting that a rule is not to be used with steel grades greater than S460, then giving the one that is required, or by giving an additional rule or rules.

Eurocode 3. Design of steel structures - Additional rules for the extension of EN 1993 up to steel grades S 700

SANS 1311:2007 金属clisco窗

Covers material, constructional and strength requirements for 2 types of clisco window complete with fittings. Figures illustrate typical surrounds and hot rolled mild steel sections.

Metal clisco windows

JC/T 558-2007 建筑用轻钢龙骨配件

本标准规定了建筑用轻钢龙骨配件的术语和定义、分类和标记、材料、技术要求、试验方法、检验规则和标志、包装、运输、贮存等内容。 本标准适用于GB/T 11981中建筑用轻钢龙骨在组合墙体、吊顶骨架时所用的配件。

Accessory of steel furring for building

ANSI/UL 1709-2007 结构钢用保护材料的快速升温燃烧试验用标准

Revision of 3.1 of the average temperature tolerance of the fire environment within the furnace from 200鳩 to 100鳩.

Standard for Rapid Rise Fire Tests of Protection Materials for Structural Steel (Proposals dated 12-22-06)

JIS A 6513 AMD 1:2007 金属制栅栏和门(修改件1)

Fences and gates with metals (Amendment 1)