P24 砌体结构工程 标准查询与下载

JGJ/T 220-2010 抹灰砂浆技术规程

本规程适用于新建、改建、扩建和既有建筑的一般抹灰工程用砂浆的配合比设计、施工及质量验收。

Technical specification for plasting mortar

JGJ/T 201-2010 石膏砌块砌体技术规程

本规程适用于抗震设防烈度为8度及8度以下地区的工业与民用建筑中采用石膏砌块砌筑的室内非承重墙体的构造设计、施工与质量验收。

Technical specification for gypsum block masonry

DIN EN 1996-3 Berichtigung 1:2010 欧洲法规6:砖石结构设计.第3部分:无钢筋砖石结构的简易计算方法

This part of Eurocode 6 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 not subject to vertical loads. The rules are consistent with those given in Part 1-1, but are more conservative in respect of the conditions and limitations of their use.

Eurocode 6: Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures; German version EN 1996-3:2006, Corrigendum to DIN EN 1996-3:2006-04; German version EN 1996-3:2006/AC:2009

DIN EN 1996-2 Berichtigung 1:2010 欧洲规范6:砖石结构设计.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,勘误表DIN EN 1996-2-2006,德文版本EN 1996-2-2006/AC-2009

This part of Eurocode 6 gives basic rules for the selection of materials and execution of of masonry to enable it to comply with the design assumtions of the other parts of Eurocode 6. It 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; - masonry protection during execution.

Eurocode 6: Design of masonry structures - Part 2: Design considerations, selection of materials and execution of masonry; German version EN 1996-2:2006, Corrigendum to DIN EN 1996-2:2006-03; German version EN 1996-2:2006/AC:2009

ASTM C1232-10 砖石工程的标准术语

1.1 This standard incorporates generic terms and generic definitions of terms specifically associated with masonry and masonry units. These generic terms and definitions are used within the standards developed by Committee C12 on Mortars and Grouts for Unit Masonry and Committee C15 on Manufactured Masonry Units. 1.2 This standard incorporates terms and definitions of terms associated with the standards specific to clay masonry units, in particular to Specifications C32, C34, C56, C62, C126, C212, C216, C279, C410, C652, C902, C1088, C1167, C1261, C1272, and C1405, and to Test Methods C67. 1.3 This standard incorporates terms and definitions of terms associated with the standards specific to concrete masonry units in particular to Specifications C55, C73, C90, C129, C139, C744, C1319, C1372, C1491, C1623, and C1634 and to Test Methods C140, C426, and C1262. 1.4 This standard incorporates terms and definition of terms associated with the standards specific to autoclaved aerated concrete masonry units in particular to Practice C1555 and to Specification

Standard Terminology of Masonry

ASTM E2392/E2392M-10e1 土墙建筑系统的设计标准指南

Historical Overview8212;Earthen building systems have been used throughout the world for thousands of years. Adobe construction dates back to the walls of Jericho which was built around 8300 B.C. Many extant earthen structures have been functioning for hundreds of years. However, with the development of newer building materials, earthen building systems have fallen into disfavor in parts of the world where they were once commonly used. At the same time, earthen construction is experiencing a revival in the industrialized world, driven by a number of factors. Sustainability8212;As world population continues to rise and people continue to address basic shelter requirements, it becomes increasingly necessary to promote construction techniques with less life cycle impact on the earth. Earthen building systems are one type of technique that may have a favorable life cycle impact.1.1 This standard provides guidance for earthen building systems, also called earthen construction, and addresses both technical requirements and considerations for sustainable development. Earthen building systems include adobe, rammed earth, cob, cast earth, and other earthen building technologies used as structural and non-structural wall systems. Note 18212;Other earthen building systems not specifically described in these guidelines, as well as domed, vaulted, and arched earthen structures as are common in many areas, can also make use of these guidelines when consistent with successful local building traditions or engineering judgment. 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. One such decision is the selection of products for use in the building. This guide 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 Provisions of this guide do not apply to materials and products used in architectural cast stone (see Specification C1364). 1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.4 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 Guide for Design of Earthen Wall Building Systems

ASTM E518/E518M-10 砖石结构的挠性粘结强度的标准试验方法

These test methods are intended to provide simplified and economical means for gathering comparative research data on the flexural bond strength developed with different types of masonry units and mortar or for the purpose of checking job quality control (materials and workmanship). Note 18212;These test methods are not intended for use in establishing design stresses. For this purpose, Methods E72 should be used. 1.1 These test methods cover determination of the flexural bond strength of unreinforced masonry assemblages. Two procedures are provided: 1.1.1 Test Method A8212;Simply supported beam with third-point loading. 1.1.2 Test Method B8212;Simply supported beam with uniform loading. 1.2 These test methods cover the application of the tests using either inch-pound or SI units. The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, the inch-pound units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard. 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 determine the applicability of regulatory limitations prior to use.

Standard Test Methods for Flexural Bond Strength of Masonry

ANSI A108.11-2010 胶结补强衬里组件内部安装

This standard includes instructions on installing and specifying different types of backer boards. It also includes requirements for backer boards being installed in different applications and different locations such as ceilings, walls, countertops, and floors.

Interior Installation of Cementitious Backer Units

ASTM C1716/C1716M-10 混凝土砌块、相关砌块和棱柱体用抗压试验机要求的标准规范

1.1 This specification provides minimum design standards for testing machines used to measure the compressive strength of concrete masonry units, related units, and masonry prisms covered under Test Methods C140 and C1314. 1.2 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this standard. 1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.4 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 Compression Testing Machine Requirements for Concrete Masonry Units, Related Units, and Prisms

ASTM C1262-10 干铸部分挡土砌块及相关混凝土砌块的冻融耐久性评估的标准试验方法

The procedure described in this test method is intended to determine the effects of freezing and thawing on SRW and related units in the presence of water or saline solution. The procedure is not intended to provide a quantitative measure to determine an expected length of service for a specific type of concrete unit. Note 28212;The testing laboratory performing this test method should be evaluated in accordance with Practice C1093.1.1 This test method covers the resistance to freezing and thawing of dry-cast segmental retaining wall (SRW) units (see Specification C1372) and related concrete units. Units are tested in a test solution that is either water or 3 % saline solution depending on the intended use of the units in actual service. Note 18212;Related concrete units include units such as hollow and solid concrete masonry units, concrete brick, and concrete roof pavers. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 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 determine the applicability of regulatory limitations prior to use.

Standard Test Method for Evaluating the Freeze-Thaw Durability of Dry-Cast Segmental Retaining Wall Units and Related Concrete Units

ASTM C1314-10 砖石结构棱柱体的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 C1532. 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 C1093. 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 standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.4 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 C1715-10 砌筑墙排水系统的漏水性评估的标准试验方法

This test method is suitable for use on walls to determine the ability of masonry wall drainage systems to collect water penetrating the exterior wythe and to direct this water back to the exterior surface of the exterior wythe. Removal of a portion of the interior wall finishes is desirable to observe leakage into backup walls. Even with removal of interior finishes, in many cases it is not practical to observe surfaces behind spandrel beams, columns, or other obstructions. Potential areas where leakage may occur but that are not visible during the test shall be considered when interpreting the results of the test and shall be recorded in the report. This test method is suitable for use on mock-up walls to determine the performance of masonry wall drainage systems. This test method is suitable for evaluating the effectiveness of flashing repairs.1.1 This test method describes a standard procedure for determining the ability of masonry wall drainage systems to collect water that penetrates the exterior masonry wythe during rainstorms and to direct this water back to the exterior surface of the wall. 1.2 This test method is applicable to wall systems that contain an exterior masonry wythe with a drainage zone on the interior face of the exterior wythe. It is not applicable to single-wythe drainage walls. 1.3 This test method is not applicable to masonry barrier walls or other masonry walls that are designed without drainage zones behind the exterior wythe. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 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 Evaluation of Water Leakage Performance of Masonry Wall Drainage Systems

ASTM C1601-10 砖石墙面渗水性的现场测定的标准试验方法

This non-destructive test method contains procedures and equipment requirements to quantitatively determine the surface penetration of water at a single location on a masonry wall. It is not designed to determine the overall water penetration and leakage of a masonry system. Excessive water penetration of masonry may degrade masonry wall performance with respect to thermal conductivity, durability, efflorescence, staining, corrosion of embedded metal items, and water leakage. This test may be used to evaluate masonry walls in-situ or for field mock-up testing. Common applications of this method have been comparison of water penetration rates of walls before and after repairs, and testing the efficacy of coatings. Alternative procedures are also provided to simulate the effect of local climatology on water penetration of masonry wall surfaces. The outer surface of all masonry walls will experience water penetration when subjected to wind-driven rain. The resistance to water penetration is dependent on materials, workmanship, design, and maintenance. Some wall types accommodate large volumes of water penetration, without deleterious effects, through the presence of properly designed and installed drainage systems including flashing and weep holes. Use of this standard without consideration of the overall wall system may lead to incorrect conclusions regarding performance. It is the intent of this standard that a sheet of water be developed and maintained on the wall surface during testing. In some cases, due to the surface texture of the masonry, the application of a coating, or other factors, a sheet of water will not consistently form. In those cases, results of this test method will likely be inaccurate. This test method is similar to but distinct from the laboratory Test Method E514. This field test method is designed to test in-situ walls. E514 laboratory test method is designed to test laboratory wall specimens. This test method determines water penetration of the masonry at its surface. Test Method E514 measures the water that has penetrated into and through the masonry specimen and is collected. Direct comparison of results from this test method and Test Method E514 are inappropriate.1.1 This test method covers the field determination of water penetration of a masonry wall surface under specific water flow rate and air pressure conditions. This test is intended for use on any masonry wall surface that can be properly instrumented and tested within the requirements of this standard. 1.2 This test method is not identical to and the results are not directly comparable with the laboratory standard Test Method E514. 1.3 Surface penetration, as determined by this test method, is defined as the amount of water passing through the wall surface exposed to testing per unit time per unit area. This property is not directly comparable to overall water penetration and leakage, which are typically defined as the amount of water travelling completely through a masonry system. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 This standard may involve hazardous materials, operations, or equipment. This standard does no......

Standard Test Method for Field Determination of Water Penetration of Masonry Wall Surfaces

DIN 1053-4:2009 砖石工程.第4部分:预制合成砌块

Masonry - Part 4: Prefabricated masonry compound units

DIN EN 1996-1-1 Berichtigung 1:2009 欧洲规范6:圬工结构的设计.第1-1部分:加钢筋和未加钢筋圬工结构的一般规则.技术勘误DIN EN 1996-1-1-2006

Eurocode 6: Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures; German version EN 1996-1-1:2005, Corrigendum to DIN EN 1996-1-1:2006-01; German version EN 1996-1-1:2005/AC:2009

DB42/T 563-2009 土地整治专项工程施工质量检验标准

Inspection standard of construction quality for special land treatment project

DB42/T 562-2009 土地整治通用工程施工质量检验标准

Inspection standard of construction quality for general land treatment project

CECS 257-2009 混凝土砖建筑技术规范

本规范适用于非抗震设防区和抗震设防烈度为8度及8度以下的地区，以混凝土砖为墙体材料的一般工业与民用建筑的设计、施工及验收。

Technical code for concrete brick masonry structures building

CECS 251-2009 钢水罐砌筑工程施工及验收规程

为了规范钢水罐砌筑工程施工及验收行为，确保工程质量，制定本规程。 本规程适用于钢水罐砌筑工程施工及验收。 本规程适用于钢水罐砌筑工程的施工及验收。

Specification for construction and acceptance of ladle building

ASTM E514/E514M-09 砖石建筑的水渗入和渗漏的标准试验方法

This test method provides information that aids in evaluating the effect of four principal variables: materials, coatings, wall design, and workmanship. Water penetration and leakage through masonry is significantly affected by air pressure in the test chamber. Data from tests made at different pressures are not comparable. The performance of a masonry wall is a function of materials, construction, wall design, and maintenance. In service the performance will also depend on the rigidity of supporting structure and on the resistance of components to deterioration by various causes, such as corrosion, vibration, thermal expansion and contraction, curing, and others. It is impossible to simulate the complex conditions encountered in service, such as variations in wind velocity, negative pressure, and lateral or upward moving air and water. Factors such as location, exposure, and wall openings should be considered. Given the complexity of variables noted above, this test method establishes comparative behavior between various masonry wall constructions in a given laboratory. Even when a single laboratory tests the same wall design utilizing the same wall materials and the same construction practices, variables such as the level of skill of the mason building the specimen, the temperature and humidity in the laboratory at the time of construction, curing of the specimen, the moisture contents of the materials used to build the specimen, and even the use or lack of use of a lime and water wash on the back of the specimen can affect the results of the test making reliable comparisons dubious. For these reasons and the multi-variables listed in 4.1, 4.2, and 4.3, a meaningful, useful, absolute wall leakage rating standard is impractical and discouraged.1.1 This laboratory test method provides a procedure for determining the resistance to water penetration and leakage through unit masonry subjected to wind-driven rain. 1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 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 determine the applicability of regulatory limitations prior to use. For a specific hazard statement, see Section 6.

Standard Test Method for Water Penetration and Leakage Through Masonry