P24 砌体结构工程 标准查询与下载

NF P12-025-1/A1:2005 圬工单位规范.第5部分:人造石圬工单位

Specification for masonry units - Part 5 : manufactured stone masonry units.

NF P12-116/A2:2005 圬工单位的试验方法.第16部分:尺寸测定

Methods of test for masonry units - Part 16 : determination of dimensions.

NF P12-023-1/A1:2005 圬工单位规范.第3部分:集料混凝土圬工单位(密实和轻质集料)

Specification for masonry units - Part 3 : aggregate concrete masonry units (Dense and light-weight aggregates).

NF P12-024-1/A1:2005 圬工单位的规范.第4部分:高压蒸氧加气混凝土圬工单位

Specification for masonry units - Part 4 : autoclaved aerated concrete masonry units.

BS EN 1996-1-2:2005 欧洲规范 6.砖石工程结构的设计.一般规则.结构防火设计

(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 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 - General rules - Structural fire design

DIN EN 1052-5:2005 圬工的试验方法.第5部分:粘结扭转法测定粘结强度

This European Standard specifies a method for determining the bond strength of horizontal bed joints in masonry using a bond wrench. Guidance is given on the preparation of the specimens, the conditioning required before testing, the testing equipment, machine, the method of test, the method of calculation and the contents of the test report.#,,#

Methods of test for masonry - Part 5: Determination of bond strength by the bond wrench method; German version EN 1052-5:2005

DIN EN 772-2:2005 圬工单位的试验方法.第2部分:纸压痕法测定圬工单位孔隙面积百分比

The document specifies a method of determining the percentage area of voids in aggreate concrete masonry units.

Methods of test for masonry units - Part 2: Determination of percentage area of voids in masonry units (by paper indentation); German version EN 772-2:1998 + A1:2005

DIN EN 772-9:2005 圬工单位的试验方法.第9部分:通过添加盐测定黏土和硅酸盖圬工单位孔隙体积和百分比及净体积

This document specifies a method of determining the volume and percentage of voids and the het volume of calcium silicate masonry units containing cells, frogs and holes.#,,#

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; German version EN 772-9:1998 + A1:2005

DIN EN 772-20:2005 圬工单位的试验方法.第20部分:圬工单位表面平整度测定

This European Standard specifies a method for determining the flatness of faces of aggregate concrete, manufactured stone and natural stone mansonry units.#,,#

Methods of test for masonry units - Part 20: Determination of flatness of faces of masonry units; German version EN 772-20:2000 + A1:2005

NF P12-116/A1:2005 圬工单位的试验方法.第16部分:尺寸的测定

Methods of test for masonry units - Part 16 : determination of dimensions.

DIN EN 1015-17:2005 圬工用灰浆的试验方法.第17部分:新凝灰浆中水溶性氯化物含量的测定

Methods of test for mortar for masonry - Part 17: Determination of water-soluble chloride content of fresh mortars; German version EN 1015-17:2000 + A1:2004

DIN EN 846-4:2005 圬工辅助部件的试验方法.第4部分:固定夹板的负载容量和加载变形特性的测定

This European Standard specifies methods for determining the load capacity and load-deflection characteristics of restraint straps fixed to timber joists, rafters and timber wall plates and masonry walls.#,,#

Methods of test for ancillary components for masonry - Part 4: Determination of load capacity and load-deflection characteristics of straps; German version EN 846-4:2001 + A1:2004

ASTM C1357-05 评价砖石砌合强度的标准试验方法

This test method is intended for use in comparing the bond strengths (under the given conditions) of masonry mortars, as determined in accordance with Test Method C 1072. This test method could be used, for example, to check one aspect of the quality of mortar products after production, or to indicate the bond potential of a mortar product without requiring the product to be tested in combination with many different units. This test method uses controlled conditions of fabrication and curing that are not intended to represent field conditions. This test method uses standard concrete masonry units. Mortars are batched by weight equivalents of volume proportions and are mixed to a prescribed flow. Prisms are constructed using a jig and are bag-cured. Flexural bond strength determined by this test method shall not be interpreted as the flexural bond strength of a wall (because standard units are not used for wall construction), nor shall it be interpreted as an indication of extent of bond for purposes of water permeability evaluation.1.1 These test methods cover the evaluation of flexural bond strength, normal to the bed joints, of masonry built of manufactured masonry units, as determined in accordance with Test Method C 1072. Sampling and testing procedures are referenced, and terms are defined. Two different test methods are specified, each for a different purpose:1.1.1 The first test method is the "Test Method for Laboratory-Prepared Specimens." Its purpose is to compare the bond strengths (under the given conditions) of masonry mortars. It could be used, for example, to check the quality of mortar products after production, or to indicate the bond strength (under the given conditions) of a mortar product without requiring the product to be tested in combination with many different units. It is not intended to represent field conditions. It uses standard concrete masonry units. Mortars are batched by weight equivalents of volume proportions and are mixed to a prescribed flow. Prisms are constructed using a jig and are bag-cured. Note 1Standard fired clay masonry units are under development but are not now available. When their development is complete, they will be incorporated into these test methods.1.1.2 The second test method is the "Test Method for Field-Prepared Specimens." Its purpose is to evaluate the bond strength (under the given conditions) of a particular unit-mortar combination, either for preconstruction evaluation of materials or for quality control purposes during construction. Mortars are batched conventionally, and the flow is not prescribed. Prisms are constructed conventionally (no jig) and are bag-cured.1.1.3 The two test methods are not consistent, nor are they intended to be. They are intended to be used for two different purposes. To make this clear, the two methods are presented separately.1.1.4 suggests two possible criteria for assessing the bond strength values obtained using these test methods. These possible evaluation criteria are given for illustration only and are not mandatory.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 limitations prior to use.

Standard Test Methods for Evaluating Masonry Bond Strength

ASTM C1232-05 圬工标准术语

1.1 This terminology covers generic terms and generic definitions of terms specifically associated with masonry.

Standard Terminology of Masonry

ASTM E2392-05 土墙建筑系统的设计标准指南

1.1 This standard provides guidance for earthen building systems that address both technical requirements and considerations for sustainable development. Earthen building systems include adobe, rammed earth, cob, cast earth and other earth technologies used as structural and non-structural wall systems.1.1.1 There are many decisions in the design and construction of a building that can contribute to the maintenance of ecosystem components and functions for future generations, that is, sustainability. One such decision is the selection of products for use in the building. This standard addresses sustainability issues related to the use of earthen wall building systems.1.1.2 The considerations for sustainable development relative to earthen wall building systems are categorized as follows: materials (product feedstock); manufacturing process; operational performance (product installed); and indoor environmental quality (IEQ).1.1.3 The technical requirements for earthen building systems are categorized as follows: design criteria, structural and non-structural systems, and structural and non-structural components.1.2 This standard does not provide guidance for structural support of roofs made of earthen material.1.3 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 to determine the applicability of regulatory limitations prior to use.

Standard Guide for Design of Earthen Wall Building Systems

ASTM D7115-05 用模拟载荷测量精密铺砌旋转压实机(SGC)的回旋内角的标准试验方法

SGCs are used to produce hot-mix asphalt (HMA) specimens in the laboratory to assess volumetric properties and predict pavement performance. In the fabrication of an SGC specimen in accordance with Test Method D 6925, loose HMA is placed inside a metal mold, which is then placed into an SGC. A constant consolidation pressure is applied to the sample while the mold gyrates at a nominally constant angle (referred to as the angle of gyration) and rate. Consistency in the density of the asphalt specimens produced as measured by Test Method D 2726 or D 6752 is very important to the validity of the tests performed. Specimens of a consistent density are produced when an SGC maintains a constant pressure and a known constant angle of gyration during the compaction process. There are several manufacturers and models of SGC. Each model employs a unique method of setting, inducing, and maintaining the angle of gyration. Each model also employs a unique calibration system to measure the external angle of gyration. These existing calibration systems can not be used universally on all of the different SGC models commercially available. Inconsistencies in asphalt specimens produced on different SGC models have been at least partially attributed to variations in the angle of gyration. This method describes instruments and processes that can be used to independently measure the internal angle of gyration of any manufacturers’ SGC model under simulated loading conditions. The external shape of the instrument chassis assures that the points of physical contact between the mold end plates and the instrument occur at a fixed and known distance away from the axis of gyration. As a result, the vertical load is applied at these fixed points, creating tilting moments at each end of the mold. Unless otherwise specified, tilting moments corresponding to an eccentricity of 22 mm shall be used to simulate the loading conditions of a standard SGC volumetric specimen.1.1 This test method covers the procedure for the measurement of the Superpave Gyratory Compactor (SGC) internal angle of gyration using an instrument capable of simulating loading conditions similar to those created by a hot mix asphalt specimen.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 Measurement of Superpave Gyratory Compactor (SGC) Internal Angle of Gyration Using Simulated Loading

DB13(J)/T 46-2004 混凝土多孔砖砌体结构技术规程

棍凝土多孔砖是一种新型墙体材料，其特点是采用烧结粘土 P型多孔砖的外型规格尺寸，组成材料则用水泥混凝土，亦即馄 凝土多孔砖的外型特征是烧结多孔砖，而材料性能则同混凝土小 型空心砌块。用混凝土多孔砖取代烧结粘土多孔砖和实心砖，既 能不占耕地、保护有限的土地资源，又可节约能源，还可以直接 沿用现行的砌体设计及相应的施工质I脸收规范。因此近几年来 将混凝土多孔砖用作多层房屋的承重砌体材料在沪、苏、闽等省 以及我省保定地区有较快的发展，大盆的工程实践证实了上述分 析的正确性。 河北省建设厅冀建科[2001]417号文件规定:全省11个设 区市城市规划区内到2002年6月30日、县级市和经济发达的县 城城市规划区内2003年6月50日全面禁止使用粘土实心砖。随 着坡体改革的进展，从我省某些设区市城市规划区内开始，禁止 使用烧结粘土多孔砖势将提上日程，开发替代烧结粘土P型多 孔砖的墙体新材料已是当务之急，从混凝土多孔砖砌体的上述优 点中，不难证明其为比较理想的替代材料之一，为了合理使用混 凝土多孔砖，使混凝土多孔砖砌体结构技术先进、经济合理、安 全适用、确保工程质I.根据河北省建设厅冀建质[2003]54 号文的要求，由河北省工程建设标准化管理办公室编制了(混凝 土多孔砖砌体结构技术规程》，《规程》包括总则、术语、材料和 砌体的计算指标、基本设计规定、构造要求、抗展设计和施工质 I脸收共7章及4个附录，对有关间题作了具体规定。本规程适用于非抗展设防区和抗展设防烈度为6度至8 度的地区，以混凝土多孔砖为坡体材料的民用建筑及一般工业建 筑的设计、施工和验收。

Technical specification for concrete porous brick masonry structure

DB13(J)/T 47-2004 烧结非粘土砖砌体结构技术规程

河北省建设厅冀建科[2001]417号文件规定:全省11个设 区市的城市规划区内到2002年6月30日、县级市和经济发达的县 城城市规划区内2003年6月30日全面禁止使用粘土实心砖。2002 年河北省建设厅又发了冀建科[2002]377号文《关于进一步加强 “禁实”工作的实施意见》，再次强调落实对“禁实”工作的具体 要求。 随着墙体改革的进展，粘土实心砖及其它粘土墙体制品，已 经开始退出建筑施工现场，开发替代烧结粘土实心砖及其它粘土 墙体制品的新型墙体材料已成当务之急。为适应建材市场的需要， 以煤研石、页岩、粉煤灰等为原料的烧结实心砖、烧结多孔砖等 已经批量生产。 为了合理地使用烧结非粘土砖，并保证烧结非粘土砖的产品 质量，使烧结非粘土砖砌体结构的设计和施工做到技术先进、经 济合理、安全适用、确保工程质量，根据河北省建设厅2003年工 程建设标准和标准图集编制计划的要求，由秦皇岛市建筑设计院 编制了《烧结非粘土砖砌体结构技术规程》，《规程》包括1.总则 2.术语和符号3.材料和砌体的计算指标4.基本设计规定5.构造 要求6.抗震设计7.施工质量验收共7章及烧结非粘土砖的生产 等两个附录，对有关问题作了具体规定。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 的地区，以烧结非粘土砖为墙体材料的砌体结构设计、施工和验 收。

Technical specification for sintered non-clay brick masonry structure

BS EN 771-5:2004 砌块规范.人工石料砌块

Specification for masonry units - Manufactured stone masonry units

BS EN 771-5:2003 砌块规范.人工石料砌块

This European Standard specifies the characteristics and performance requirements of manufactured stone masonry units for which the main intended uses are facing or exposed masonry in load bearing or non-load bearing building and civil engineering applications. The 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 standard covers concrete masonry units manufactured to resemble natural stone using casting or pressing techniques with or without textured surfaces produced, by casting, splitting, washing, blasting or tooling and with or without variable outline effects. It covers homogeneous masonry units and those consisting of different facing and backing concrete mixes but excludes those manufactured with an adhesive bonded decorative face. This standard does not cover masonry units intended to conform to EN 771-3. It defines the performance related to e.g. strength, density, dimensional accuracy, surface appearance 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 apply to storey height panels, masonry units used for chimney flues or units manufactured with an adhesive bonded decorative face. It does not include products intended to be used as a damp proof course nor does it specify standard sizes for manufactured stone masonry units or work dimensions and angles of specially shaped units. It does not cover units with an incorporated thermal insulation material bonded to the faces of the unit susceptible to be exposed to fire.

Specification for masonry units - Part 5: Manufactured stone masonry units