P24 砌体结构工程 标准查询与下载

NF P12-523/IN1:2008 圬工辅助元件规范.第3部分:钢网结构工作用底层接缝加筋

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

NF P12-521/IN1:2008 砖石工程辅助元部件规范.第1部分:拉杆、带条、吊架和托架

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

NF P10-620/NA*NF EN 1996-2/NA:2007 欧洲规范6.砖石结构设计.第2部分:设计考虑、材料的选择和砖石工程的施工.NF EN 1996-2-2006国家附录.设计考虑、材料的选择和砖石工程的施工

Eurocode 6 - Design of masonry structures - Part 2 : design considerations, selection of materials and execution of masonry - National annex to NF EN 1996-2:2006 - Design considerations, selection of materials and execution of masonry.

DIN 1053-100:2007 砖石工程.第100部分:基于半随机安全概念的设计

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

DIN EN 1052-3:2007 砖石工程的试验方法.第3部分:初始剪切强度的测定

This European Standard specifies a method for determining the in plane initial shear strength of horizontal bed joints in masonry using a specimen tested in shear. Guidance is given on the preparation of the specimens, the conditioning required before testing, the testing machine, the method of test, the method of calculation and the contents of the test report.

Methods of test for masonry - Part 3: Determination of initial shear strength(includes Amendment A1:2007); English version of DIN EN 1052-3:2007-06

NA to BS EN 1996-3-2007 欧洲法规6的英国国家附件:砖砌结构设计.无钢筋砖砌结构的简易计算方法

To be read in conjunction with BS EN 1996-3:2006

UK National Annex to Eurocode 6. Design of masonry structures - Simplified calculation methods for unreinforced masonry structures

NA to BS EN 1996-2-2007 欧洲法规6的英国国家附件:砖砌结构设计.设计考虑、材料选用和砖石砌筑

To be read in conjunction with BS EN 1996-2:2006

UK National Annex to Eurocode 6. Design of masonry structures - Design considerations, selection of materials and execution of masonry

NA to BS EN 1996-1-2-2007 欧洲法规6的英国国家附件:砖砌结构设计.一般规则.结构防火设计

To be read in conjunction with BS EN 1996-1-2:2005

UK National Annex to Eurocode 6. Design of masonry structures - General rules - Structural fire design

NA to BS EN 1996-1-1-2005+A1-2012 欧洲法规6的英国国家附件:砖砌结构设计.加钢筋和未加钢筋砖砌结构的一般规则

UK National Annex to Eurocode 6. Design of masonry structures - General rules for reinforced and unreinforced masonry structures

ASTM C1314-07 砖石棱柱抗压强度的标准试验方法

This test method provides a means of verifying that masonry materials used in construction result in masonry that meets the specified compressive strength. This test method provides a means of evaluating compressive strength characteristics of in-place masonry construction through testing of prisms obtained from that construction when sampled in accordance with Practice C 1532. Decisions made in preparing such field-removed prisms for testing, determining the net area, and interpreting the results of compression tests require professional judgment. If this test method is used as a guideline for performing research to determine the effects of various prism construction or test parameters on the compressive strength of masonry, deviations from this test method shall be reported. Such research prisms shall not be used to verify compliance with a specified compressive strength of masonry. Note 18212;The testing laboratory performing this test method should be evaluated in accordance with Practice C 1093. 4.3.1 Appendix X2 includes guidance information for the researcher on aspects of materials, construction, and analysis.1.1 This test method covers procedures for masonry prism construction and testing, and procedures for determining the compressive strength of masonry, fmt, used to determine compliance with the specified compressive strength of masonry, f `m. When this test method is used for research purposes, the construction and test procedures within serve as a guideline and provide control parameters.1.2 This test method also covers procedures for determining the compressive strength of prisms obtained from field-removed masonry specimens.1.3 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 limitations prior to use.

Standard Test Method for Compressive Strength of Masonry Prisms

ASTM C1364-07 建筑铸石的标准规范

1.1 This specification covers the physical requirements, sampling, testing, and visual inspection of architectural cast stone.1.2 Units covered by this specification may be made from facing and backup mixtures or from a homogeneous mixture. Either wet cast or dry cast production methods may be used.1.3 Surface textures, finish, color, or other special features should be specified separately by the purchaser.1.4 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 limitations prior to use.

Standard Specification for Architectural Cast Stone

ASTM C1093-07 砖石工程认可测试机构的标准实施规程

This practice provides the basic minimum criteria for use in evaluating the qualifications of testing agencies for masonry materials. The criteria may be supplemented by more specific criteria and requirements. It can be used as a guide for internal audits by individual users. The intent of this practice is to provide a consensus basis for evaluating a testing agency, with respect to that agencyrsquo;capability to objectively and competently provide the specific services needed by the user. This practice may be used as a basis for accreditation.1.1 This practice covers the minimum requirements for laboratory personnel, for establishing and maintaining a quality system, and it establishes minimum qualifications for agencies engaged in the testing of masonry materials.1.2 Criteria are provided for evaluating the capability of an agency to properly perform designated tests on masonry materials, and for establishing guidelines pertaining to an agency''s organization, personnel, facilities, and quality system. This practice may be supplemented by more specific criteria and requirements for particular projects.1.3 This practice can be used as a basis to evaluate testing agencies, and it is intended for use for the qualifying or accrediting of testing agencies, or both, public or private, engaged in the testing of masonry materials.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 limitations prior to use.

Standard Practice for Accreditation of Testing Agencies for Masonry

ASTM E519-07 砖砌体中的斜拉应力(剪切力)的标准试验方法

This test method was developed to measure more accurately the diagonal tensile (shear) strength of masonry than was possible with other available methods. The specimen size was selected as being the smallest that would be reasonably representative of a full-size masonry assemblage and that would permit the use of testing machines such as are used by many laboratories. Note 18212;As a research test method used only for the purpose of evaluating the effects of variables such as type of masonry unit, mortar, workmanship, etc., a smaller size specimen could be used if the available testing equipment will not accommodate a 1.2-m (4-ft) square specimen. However, there is a lack of experimental data that would permit an evaluation of the effect of specimen size on the shear strength or to permit a correlation between the results of small-scale specimen tests and larger specimens.1.1 This test method covers determination of the diagonal tensile or shear strength of 1.2 by 1.2-m (4 by 4-ft) masonry assemblages by loading them in compression along one diagonal (see Fig. 1), thus causing a diagonal tension failure with the specimen splitting apart parallel to the direction of load.1.2 Annex A1 provides requirements regarding the determination of the diagonal-tension strength of masonry under combined diagonal-tension and compressive loading.1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are provided for information only.This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety problems, 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 limitations prior to use.

Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages

DB13(J) 65-2006 蒸压灰砂砖砌体结构技术规程

依据河北省建设厅“关于印发《住宅厨房卫生间变压式排风道 应用技术规程》等两项标准编制计划的通知(冀建质[2005]506 号)”编制本规程。 蒸压灰砂砖以砂、石灰为主要原料、经坯料制备、压制成型、蒸 压养护而成，是替代实心豁土砖的墙材之一，已在德国等欧洲国家 广泛使用。由于原料、配比、加工工艺、加工设备、养护、管理等不 同，致使蒸压灰砂砖产品质量差异很大。为了节约土地、能源、推 动我省“禁实”工作，确定本规程的编制指导思想为:结合本省资 源、灰砂砖生产、使用情况，发挥技术标准推动科技进步的作用，确 定以符合德国相关工业标准的蒸压灰砂砖产品为编制对象，引导 我省蒸压灰砂砖生产和使用向发达国家靠拢，淘汰低劣产品，提高 工程质量。 保定凯莱先锋硅钙砖建筑新材料有限公司引进德国蒸压灰砂 制品生产线和应用技术，生产的蒸压灰砂砖、多孔砖符合德国相关 标准，本规程以该公司产品的原料、参数为依据进行编制。 在编制过程中，编制组进行了广泛调研，总结了省内外蒸压灰 砂砖砌体结构房屋设计、施工经验，进行了抗剪验证性试验，参考 了我国相关技术标准，先后提出了《规程》征求意见稿、送审稿、报 批稿，经国内同行专家审查修改后定稿。 本规程包括总则、术语和符号、灰砂砖和多孔砖的生产、材料 和砌体的计算指标、建筑设计、结构设计、抗震设计、施工质量验收 等8章以及1个附录，对有关间题作了具体规定。本规程适用于非抗震设防区和抗震设防烈度为6度至8 度地区，多层民用建筑和一般工业建筑蒸压灰砂砖及蒸压灰砂多 孔砖砌体的设计、施工和工程质量验收。

Technical specification for autoclaved lime-sand brick masonry structure

DB42/ 371-2006 混凝土多孔砖砌体结构技术规范

Technical code for concrete cellular brick masonry structures

HG/T 20691-2006 高压喷射注浆施工操作技术规程

高压喷射注浆，主要适用于粘性土、砂类土、黄土、淤泥和人工填土等第四系土层内喷射，加固效果较好。但对于砾石直径大于60mm以上，砾石含量过多以及含有大量纤维质的腐植土，喷射质量差，一般不宜采用。

Regulations for operative technique of high pressure's spurtal pour thick liquid construction

DIN EN 1996-1-2:2006 欧洲法规6:圬工结构的设计.第1-2部分:一般规则.防火结构设计

(1)P This Part 1-2 of EN 1996 deals with the design of masonry structures for the accidental situation of fire exposure, and is intended to be used in conjunction with EN 1996-1-1, EN 1996-2, 1996-3 and EN 1991-1-2. This part 1-2 only identifies differences from, or supplements to, normal temperature design. (2)P This Part 1 -2 deals only with passive methods of fire protection. Active methods are not covered. (3)P This Part 1-2 applies to masonry structures which, for reasons of general fire safety, are required to fulfil certain functions when exposed to fire, in terms of: - avoiding premature collapse of the structure (load bearing function) - limiting fire spread (flames, hot gases, excessive heat) beyond designated areas (separating function) (4)P This Part 1-2 gives principles and application rules for designing structures for specified i requirements in respect of the aforementioned functions and levels of performance. (5)P This Part 1-2 applies to structures, or parts of structures, that are within the scope of EN 1996-1-1, EN 1996-2 and EN 1996-3 and are designed accordingly. (6)P This Part 1 -2 does not cover masonry built with Natural Stone units to EN771-6 (7)P This Part 1-2 deals with the following: - non-loadbearing internal walls. - non-loadbearing external walls. - loadbearing internal walls with separating or non-separating functions. - loadbearing external walls with separating or non-separating functions.

Eurocode 6: Design of masonry structures - Part 1-2: General rules - Structural fire design; English version of DIN EN 1996-1-2:2006-10

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