P24 砌体结构工程 标准查询与下载

BS EN 845-1:2013 砌体辅助部件规范. 砌体连系杆, 抗拉带条, 吊勾和托架

Specification for ancillary components for masonry. Wall ties, tension straps, hangers and brackets

NF P12-521-1:2013 砖石结构辅助组件规格.第1部分:壁锚、拉力带、吊架和托架

Specification for ancillary components for masonry - Part 1: wall ties, tension straps, hangers and brackets

NF P12-521-3:2013 砖石结构辅助组件规格.第3部分:钢网平缝钢筋

Specification for ancillary components for masonry - Part 3: bed joint reinforcement of steel meshwork

DIN EN 845-3:2013 砖石工程辅助部件规格.第3部分:钢丝网底层接缝加强筋.德文版本EN 845-3-2013

Specification for ancillary components for masonry - Part 3: Bed joint reinforcement of steel meshwork; German version EN 845-3:2013

DIN EN 845-2:2013 砌体用附属部件规格.第2部分:过梁.德文版本EN 845-2-2013

Specification for ancillary components for masonry - Part 2: Lintels; German version EN 845-2:2013

EN 845-1:2013 砌体用辅助部件规格.第1部分:壁锚,拉力带,吊架和托架

This European Standard specifies requirements for wall ties, tension straps, hangers and brackets for interconnecting masonry and for connecting masonry to other parts of works and buildings including walls, floors, beams, and columns. Where anchors or fasteners are supplied or specified as part of an ancillary component, the requirements including performance requirements apply to the complete product. This European Standard is not applicable to: a) anchors and fasteners other than as part of an ancillary component; b) shelf angles; c) wall starter plates for tying into existing walls; d) products formed from materials other than: 1) austenitic stainless steel (molybdenum chrome nickel alloys or chrome nickel alloys); 2) austenitic ferritic stainless steel; 3) ferritic stainless steel; 4) copper; 5) phosphor bronze; 6) aluminium bronze; 7) zinc-coated-steel with or without organic coating; 8) polypropylene; 9) polyamide (for expansion plugs only). NOTE The resistance to fire performance of the products included herein cannot be assessed separately from the masonry element of which they are part and is therefore not covered under the scope of this part of this European Standard.

Specification for ancillary components for masonry - Part 1: Wall ties@ tension straps@ hangers and brackets (Incorporates Amendment A1: 2016)

DIN EN 1996-1-2/NA:2013 国家附录.国家规定参数.欧洲规范6:砌体结构设计.第1-2部分:一般规则.防火结构设计

National Annex - Nationally determined parameters - Eurocode 6: Design of masonry structures - Part 1-2: General rules - Structural fire design

EN 845-2:2013 砌体用辅助部件规格.第2部分:过梁

This European Standard specifies requirements for prefabricated lintels for maximum spans of 4,5 m and made from steel, autoclaved aerated concrete, manufactured stone, concrete, fired clay units, calcium silicate units, natural stone units, or a combination of these materials. Concrete and steel beams conforming to EN 1090-1, EN 12602 and EN 13225, as appropriate, are not covered by this standard. Prefabricated lintels can be either complete lintels or the prefabricated part of a composite lintel. This European Standard is not applicable to: a) lintels completely made on site; b) lintels of which the tensile parts are made on site; c) timber lintels; d) natural stone lintels, not reinforced. Linear components spanning clear openings greater than 4,5 m in masonry walls and linear components intended for use independently in a structural role (e. g. beams) are not covered by this standard.

Specification for ancillary components for masonry - Part 2: Lintels (Incorporates Amendment A1: 2016)

DIN 1053-4:2013 砌石.第4部分:预制合成砌块

Masonry - Part 4: Prefabricated masonry compound units

NF P10-611-1/IN1:2013 欧洲法规6.砌体结构设计.第1-1部分:加筋和非加筋砌体结构的通用规则

Eurocode 6 - Design of masonry structures - Part 1-1 : general rules for reinforced and unreinforced masonry structures

DIN EN 1996-1-1:2013 欧洲法规6: 砌体结构设计. 第1-1部分: 钢筋和无钢筋砌体结构的一般规则; 德文版本EN 1996-1-1-2005+A1-2012

(1)P Eurocode 6 applies to the design of buildings and civil engineering works, or parts thereof, in unreinforced, reinforced, prestressed and confined masonry. (2)P Eurocode 6 deals only with the requirements for resistance, serviceability and durability of structures. Other requirements, for example, concerning thermal or sound insulation, are not considered. (3)P Execution is covered to the extent that is necessary to indicate the quality of the construction materials and products that should be used and the standard of workmanship on site needed to comply with the assumptions made in the design rules. (4)P Eurocode 6 does not cover the special requirements of seismic design. Provisions related to such requirements are given in Eurocode 8 which complements, and is consistent with Eurocode 6. (5)P Numerical values of the actions on buildings and civil engineering works to be taken into account in the design are not given in Eurocode 6. They are provided in Eurocode 1.

Eurocode 6: Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures; German version EN 1996-1-1:2005+A1:2012

EN 1996-1-1:2005+A1:2012 欧洲规范6.砌体建筑设计第1部分第1节:钢筋和无钢筋砌体的一般规则

Eurocode 6 (1)P Eurocode 6 applies to the design of buildings and civil engineering works, or parts thereof, in unreinforced, reinforced, prestressed and confined masonry. (2)P Eurocode 6 deals only with the requirements for resistance, serviceability and durability of structures. Other requirements, for example, concerning thermal or sound insulation, are not considered. (3)P Execution is covered to the extent that is necessary to indicate the quality of the construction materials and products that should be used and the standard of workmanship on site needed to comply with the assumptions made in the design rules. (4)P Eurocode 6 does not cover the special requirements of seismic design. Provisions related to such requirements are given in Eurocode 8 which complements, and is consistent with Eurocode 6. (5)P Numerical values of the actions on buildings and civil engineering works to be taken into account in the design are not given in Eurocode 6. They are provided in Eurocode 1. Part 1-1 of Eurocode 6 (1)P The basis for the design of buildings and civil engineering works in masonry is given in this Part 1-1 of Eurocode 6, which deals with unreinforced masonry and reinforced masonry where the reinforcement is added to provide ductility, strength or improve serviceability. The principles of the design of prestressed masonry and confined masonry are given, but application rules are not provided. This Part is not valid for masonry with a plan area of less than 0,04 m2. (2) For those types of structures not covered entirely, for new structural uses for established materials, for new materials, or where actions and other influences outside normal experience have to be resisted, the principles and application rules given in this EN may be applicable, but may need to be supplemented. (3) Part 1-1 gives detailed rules which are mainly applicable to ordinary buildings. The applicability of these rules may be limited, for practical reasons or due to simplifications; any limits of applicability are given in the text where necessary. (4)P The following subjects are dealt with in Part 1-1: section 1: General; section 2: Basis of design; section 3: Materials; section 4: Durability; section 5: Structural analysis; section 6: Ultimate Limit State; section 7: Serviceability Limit State; section 8: Detailing; section 9: Execution; (5)P Part 1-1 does not cover: resistance to fire (which is dealt with in EN 1996-1-2); particular aspects of special types of building (for example, dynamic effects on tall buildings); particular aspects of special types of civil engineering works (such as masonry bridges, dams, chimneys or liquid-retaining structures); particular aspects of special types of structures (such as arches or domes); masonry where gypsum, with or without cement, mortars are used; masonry where the units are not laid in a regular pattern of courses (rubble masonry); masonry reinforced with other materials than steel.

Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures

DIN EN 846-5:2012 砖石工程辅助元部件试验方法.第5部分:墙拉杆抗拉荷载和抗压荷载能力及荷载位移特性测定(对联试验).德文版本EN 846-5-2012

Methods of test for ancillary components for masonry - Part 5: Determination of tensile and compressive load capacity and load displacement characteristics of wall ties (couplet test); German version EN 846-5:2012

DIN 20000-401:2012 建筑物中建筑产品的应用.第401部分:依据DIN EN 771-1-2011-07标准的粘土砌筑块材应用规则

Application of building products in structures - Part 401: Rules for the application of clay masonry units according to DIN EN 771-1:2011-07

DIN EN 846-14:2012 砖石工程辅助元部件试验方法.第14部分:复合材料过梁和砖石上面预制构件间初始剪切强度的测定.德文版本EN 846-14-2012

Methods of test for ancillary components for masonry - Part 14: Determination of the initial shear strength between the prefabricated part of a composite lintel and the masonry above it; German version EN 846-14:2012

BS EN 846-14:2012 砖石工程用辅助元部件试验方法. 复合材料过梁和砖石上面预制构件间初始剪切强度的测定

Methods of test for ancillary components for masonry. Determination of the initial shear strength between the prefabricated part of a composite lintel and the masonry above it

DB34/ 179-2012 混凝土小型空心砌块砌体工程施工及质量验收规程

本规程适用于安徽省境内抗震设防烈度小于或等于7度地区，以混凝土小型空心砌块为墙体材料的新建、扩建、改建的房屋建筑工程施工及质量验收。 混凝土小型空心砌块砌体工程施工及质量质量验收，除执行本规程的规定，尚应满足现行国家和行业有关标准、规范、规程的要求。

Code for construction and quality acceptance of small concrete hollow block masonry projects

DB34/ 178-2012 烧结多孔砖砌体工程施工及质量验收规程

本规程适用于安徽省境内抗震设防烈度在7度及以下的地区，以烧结多孔砖作为墙体材料进行砌体工程施工、验收的一般工业与民用建筑。 在烧结多孔砖砌体工程施工及质量验收时，除遵守本规程规定外，尚应符合国家现行有关标准、规程和规范的规定。

Regulations for construction and quality acceptance of sintered porous brick masonry

BS EN 846-6:2012 圬工辅助砌块的试验方法.墙拉杆的拉伸和压缩负载容量和负载转移特性的测定(单末端试验)

Methods of test for ancillary components for masonry. Determination of tensile and compressive load capacity and load displacement characteristics of wall ties (single end test)

BS EN 846-5:2012 圬工辅助砌块的试验方法.墙拉杆的拉伸和压缩负载容量和负载转移特性的测定(耦连法)

Methods of test for ancillary components for masonry. Determination of tensile and compressive load capacity and load displacement characteristics of wall ties (couplet test)