P24 砌体结构工程 标准查询与下载

DIN EN 846-8:2006 砖石工程辅助元部件试验方法.第8部分:搁栅吊钩载荷能力和加载变形特性测定

This Eurpean Standard specifies a method for determining the strength and load deflection characteristics of joist hangers fixed to a masonry wall and supporting a timber joist.

Methods of test for ancillary components for masonry - Part 8: Determination of load capacity and load-deflection characteristics of joist hangers(includes Amendment A1:2006); English version of DIN EN 846-8:2006-10

DIN 1053-100:2006 砖石工程.第100部分:基于半随机安全概念的设计

This standard applies to the design of masonry made of man-made and natural masonry units and includes the adjustment of the design concept according to permissible stresses of DIN 1053-1 to the semi-probabilistic safety concept.

Masonry - Part 100: Design on the basis of semi-probabilistic safety concept

DIN EN 998-1 Berichtigung 1:2006 砌体用砂浆规范.第1部分:打底子灰和抹灰用砂浆.DIN EN 998-1-2003勘误

Specification for mortar for masonry - Part 1: Rendering and plastering mortar; German version EN 998-1:2003, Corrigenda to DIN EN 998-1:2003-09; German version EN 998-1:2003/AC:2005

DIN EN 1996-3:2006 欧洲法规6:圬工结构设计.第3部分:无钢筋圬工结构的简易计算方法

(1)P The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-I-1:2005 applies also to this EN 1996-3. NOTE: Eurocode 6 deals only with the requirements for resistance, serviceability and durability of structures. Other requirements are not considered. Eurocode 6 does not cover the special requirements of seismic design. (2)P EN 1996-3 provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application: walls subjected to vertical loading and wind loading; walls subjected to concentrated loads; shear walls; -- basement walls subjected to lateral earth pressure and vertical loads; -- walls subjected to lateral loads but not subjected to vertical loads. (3)P The rules given in EN 1996-3 are consistent with those given in EN 1996-1-i, but are more conservative in respect of the conditions and limitations of their use. (4) For those types of masonry structure or parts of structures not covered by (1), the design shall be based on EN 1996-1-1. (5) This EN 1996-3 applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2. (6) The simplified calculation methods given in this EN 1996-3 do not cover the design for accidental situations.

Eurocode 6: Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures; German version EN 1996-3:2006

NF P10-611-1:2006 欧洲法规6.砖石结构设计.第1-1部分:加筋和非加筋砖石结构的总则

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

DIN EN 1996-2:2006 欧洲规范6:圬工结构设计.第2部分:设计考虑、材料选用和砖石砌筑.德文版本EN 1996-2-2006

(1)P The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-1-1:2005 applies also to this EN 1996-2. (2)P EN 1996-2 gives basic rules for the selection of materials and execution of masonry to enable it to comply with the design assumptions of the other parts of Eurocode 6. With the exception of the items given in 1.1(3)P, the scope of Part 2 deals with ordinary aspects of masonry design and execution including: -- the selection of masonry materials; -- factors affecting the performance and durability of masonry; -- resistance of buildings to moisture penetration; -- storage, preparation and use of materials on site; -- the execution of masonry; -- masonry protection during execution; NOTE 1. Where general guidance only is given, additional guidance based on local conditions and practice may be rnadc available in non contradictory complementary documents which may be referred to in the National Annex. NOTE 2. Tile scope of' Eurocode 6 excludes seismic, thermal and acoustic functional performance of masonry structures; (3)P EN 1996-2 does not cover the following items: -- those aspects of masonry covered in other parts of Eurocode 6; aesthetic aspects; applied finishes; health and safety of persons engaged in the design or execution of masonry; -- the environmental effects of masonry buildings, civil engineering works and structures on their surroundings.

Eurocode 6: Design of masonry structures - Part 2: Design considerations, selection of materials and execution of masonry; German version EN 1996-2:2006

BS EN 1996-2:2006 欧洲法规6.圬工结构的设计.设计考虑、材料选用和圬工施工

(1)P The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-1-1:2005 applies also to this EN 1996-2. (2)P EN 1996-2 gives basic rules for the selection of materials and execution of masonry to enable it to comply with the design assumptions of the other parts of Eurocode 6. With the exception of the items given in 1.1(3)P, the scope of Part 2 deals with ordinary aspects of masonry design and execution including:  the selection of masonry materials;  factors affecting the performance and durability of masonry;  resistance of buildings to moisture penetration;  storage, preparation and use of materials on site;  the execution of masonry;  masonry protection during execution; NOTE 1. Where general guidance only is given, additional guidance based on local conditions and practice may be made available in non contradictory complementary documents which may be referred to in the National Annex. NOTE 2. The scope of Eurocode 6 excludes seismic, thermal and acoustic functional performance of masonry structures; (3)P EN 1996-2 does not cover the following items:  those aspects of masonry covered in other parts of Eurocode 6;  aesthetic aspects;  applied finishes;  health and safety of persons engaged in the design or execution of masonry;  the environmental effects of masonry buildings, civil engineering works and structures on their surroundings.

Eurocode 6. Design of masonry structures - Design considerations, selection of materials and execution of masonry

BS EN 771-6:2005 砖石工程砌块规范.第6部分:天然石料砖石工程砌块

This European Standard specifies the characteristics and performance requirements of masonry units manufactured from natural stone the width of which is equal to or greater than 80 mm, for which the main intended uses are common, facing or exposed masonry units in load bearing or non-load bearing building and civil engineering applications These units are suitable for all forms of coursed or random masonry walling, including single leaf, cavity, partition, retaining and the external masonry to chimneys. They can provide fire protection, thermal insulation, sound insulation and sound absorption. This European Standard includes natural stone masonry units of an overall non-rectangular parallelipiped shape, specially shaped and accessory units for internal and external application. It defines the performance related to e.g. strength, petrographic description, density, porosity, dimensional accuracy, thermal conductivity, water absorption, and frost resistance and provides for the evaluation of conformity of the product to this European Standard. The marking requirements for products covered by this European Standard are also included. This European Standard does not cover storey height panels, natural stone for paving, chimney flue linings nor units intended for use as damp proof course.

Specification for masonry units - Part 6: Natural stone masonry units

DIN V 20000-404:2006 建筑物内建筑产品的应用.第404:依照DIN EN 771-4-2005-05高压蒸养加气混凝土砌块的应用规则

This prestandard gives provisions for the application of clay masonry units according to DIN EN 771-1:2003-08

Application of building products in structures - Part 404: Rules for the application of autoclaved aerated concrete masonry units according to DIN EN 771-4:2005-05

ASTM C43-06 建筑用粘土制品的标准术语

1.1 This terminology contains terms and definitions of terms associated with the standards specific to masonry units and roofing tile manufactured by firing clay and shale raw materials.1.2 The definitions and definitions of terms in this terminology pertain to Specifications C 32, C 34, C 56, C 62, C 126, C 212, C 216, C 279, C 410, C 652, C 902, C 1088, C 1167, C 1261, C 1272, C 1405, and Test Methods C 67.1.3 Generic terminology for masonry is found in Terminology C 1232. Terminology C 1232 also applies to masonry units manufactured by firing clay and shale raw materials.

Standard Terminology of Structural Clay Products

ASTM C1532-06 已有建筑中人造圬工组装件和圬工样品的选择、拆除和装运标准实施规程

Masonry specimens are sometimes removed as part of an assessment of the condition of masonry construction. Such specimens are commonly prepared for shipment to a laboratory where the specimens are assessed with visual techniques, petrographic techniques, or standard test methods. The process of selecting, removing, and shipping the specimens can have an effect on test results. This practice provides procedures for selecting, removing, and shipping masonry specimens removed from existing construction. The selection and removal processes described in this practice are primarily intended for walls. Selection and removal of masonry specimens from locations other than walls requires user judgment in order to obtain appropriate specimens. This practice also covers reporting of the selection, removal, and shipping processes. This information allows interested parties to assess the impact of these processes on test results. This practice does not address the use of test results conducted on removed masonry specimens. This practice does not determine whether the removed masonry materials met original specification requirements.1.1 This practice covers the process of selection, removal, and shipment of masonry specimens from existing construction that are intended for testing. These specimens can be either individual masonry units or assemblages. Assemblages are a portion of existing masonry, typically consisting of masonry units, mortar, grout, reinforcing steel, collar joint, and masonry accessories. The specimens may be taken from single- or multiple-wythe construction, or portions thereof. This practice also covers procedures for reporting as part of this process.1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory requirements prior to use.

Standard Practice for Selection, Removal, and Shipment of Manufactured Masonry Units and Masonry Specimens from Existing Construction

DB13(J) 49-2005 烧结非黏土多孔砖夹心墙砌体结构技术规程

烧结非黏土多孔砖是一种节土、节能的新型墙体材料，用它 砌筑成的中间填充高效保温材料的夹心墙砌体，能提高房屋的保  温隔热效果。如果，夹心墙的外叶采用烧结非黏土装饰多孔砖， 则形成一种集承重、保温和装饰于一体的夹心墙体，特别适合于 寒冷和严寒地区的建筑外墙。  为加快我省的墙体改革步伐，认真贯彻节能、节土、利废、 环保的技术政策，使烧结非黏土多孔砖夹心墙砌体结构的设计、 施工做到技术先进、安全适用、经济合理，河北省工程建设标准  化管理办公室编制了《烧结非黏土多孔砖夹心墙砌体结构技术规 程》。《规程》包括总则、术语和符号、材料和砌体的计算指标、 建筑应用要则、结构设计、抗震设计和施工质量验收等7章和3 个附录，对相关问题作了具体规定。本规程适用于非抗震设防和抗震设防烈度为6度至8度 的地区，用烧结非勃土多孔砖或烧结非勃土装饰多孔砖砌筑的夹 心外墙、普通多孔砖内墙组成的砌体结构房屋的设计、施工和验 收。

Technical specification for masonry structure of sintered non-clay porous brick sandwich wall

BS EN 1996-1-1:2005 欧洲规范6.砖石工程结构的设计.增强和未增强砖石工程结构用一般规则

(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 m. (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. General rules for reinforced and unreinforced masonry structures

BS EN 1996-1-1:2005+A1:2012 欧洲规范6.砌体结构的设计.钢筋或无钢筋砌体结构的通用规则

Eurocode 6. Design of masonry structures. General rules for reinforced and unreinforced masonry structures

BS 5628-3:2005 砖石工程的实施规程.材料和元件、设计和技艺

This part of BS 5628 gives general recommendations for the design, construction and workmanship of masonry, including materials and components and the main aspects of design, other than structural, which is covered by BS 5628-1 and -2. The recommendations in this standard are based on experience of single-leaf and cavity walls with and without insulation within the cavity. No specific recommendations for the use of random rubble walling are given, the methods of construction and appearance of which vary locally according to traditional practice and the type of stone available. However, general principles are laid down in this standard. This standard does not cover the use of natural stone panels as cladding to structural masonry and steel and concrete frames. NOTE Recommendations about the use of natural stone panels as cladding to structural masonry and steel and concrete frames are given in BS 8298. This standard is not necessarily appropriate to the repair and restoration of old buildings. Guidance on cleaning and surface repair of masonry built of natural stone, cast stone and brick is given in BS 8221. This standard does not necessarily cover the use of proprietary systems. The user is referred to the particular recommendations of any technical approval in this case.

Code of practice for the use of masonry - Materials and components, design and workmanship

BS 5628-2:2005 砖石工程实施规程.增强和预应力砖砌体的建筑用途

This part of BS 5628 gives recommendations for the structural design of reinforced and prestressed masonry constructed of brick or block masonry or masonry of manufactured stone or square dressed natural stone. NOTE The dimensions of a member determined from strength considerations may not always be sufficient to satisfy requirements for other properties of the member such as resistance to fire and thermal insulation, and reference should be made to other appropriate standards.

Code of practice for the use of masonry - Structural use of reinforced and prestressed masonry

BS 5628-1:2005 砖石工程的实施规程.未加筋砌体的建筑用途

This Part of BS 5628 gives recommendations for the structural design of unreinforced masonry units of bricks, blocks, manufactured stone, square dressed natural stone, and random rubble masonry. NOTE The thickness of a wall determined from strength considerations may not always be sufficient to satisfy requirements for other properties of the wall such as resistance to fire, thermal insulation, sound insulation or resistance to damp penetration and reference should be made to BS 5628-3 or BS 5390, as appropriate. It has been assumed in the drafting of this code that the design of masonry is entrusted to chartered structural or civil engineers or other appropriately qualified persons, for whose guidance it has been prepared, and that the execution of the work is carried out under the direction of appropriately qualified supervisors.

Code of practice for the use of masonry - Structural use of unreinforced masonry

NF P12-901-2:2005 外部粉刷和内部抹灰的设计、准备和应用.第2部分:内部抹灰

Design, preparation and application of external renderings and internal plastering - Part 2 : internal plastering.

NF P12-022/A1:2005 圬工单位的规范.第2部分:硅酸钙圬工单位

Specification for masonry units - Part 2 : calcium silicate masonry units.

NF P12-109/A1*NF EN 772-9/A1:2005 圬工单位的试验方法.第9部分:通过填沙测定粘土和硅酸钙圬工单位的体积、孔隙率和净体积百分比

Methods of test for masonry units - Part 9 : determination of volume and percentage of voids and net volume of clay and calcium silicate masonry units by sand filling.