P24 砌体结构工程 标准查询与下载

BS EN 772-1:2011 砌块的试验方法.抗压强度的测定

This European Standard specifies a method for determining the compressive strength of masonry units.

Methods of test for masonry units. Determination of compressive strength

BS EN 772-16:2011 砌块的试验方法.尺寸测定

This European Standard specifies a method of determining the overall dimensions, thickness and combined thickness of shells and webs, depth of voids and plane parallelism of the bed faces of masonry units.

Methods of test for masonry units. Determination of dimensions

DIN 1053-4:2011 砌石.第4部分:预制合成砌块

Masonry - Part 4: Prefabricated masonry compound units

DIN EN 1996-1-2:2011 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.德文版本EN 1996-1-2-2005 + AC-2010

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.

Eurocode 6: Design of masonry structures - Part 1-2: General rules - Structural fire design; German version EN 1996-1-2:2005 + AC:2010

ASTM C1093-11 石工程检测机构认证的标准实施规程

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 agency''s 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. 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 Practice for Accreditation of Testing Agencies for Masonry

ASTM C1601-11 现场测定砌筑墙表面渗水性的标准试验方法

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. Results from Test Method C1601 and Test Method E514 are not the same.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 the same as the laboratory standard Test Method E514. 1.3 This test method evaluates the surface water penetration, which is not the same as through-wall water penetration evaluated by Test Method E514. 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 not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this standard to establish appropriate safety ......

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

ASTM E514/E514M-11 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. This test method is similar to but distinct from field Test Method C1601. This laboratory test method is designed to test laboratory fabricated wall specimens. Field Test Method C1601 is designed to test in-situ walls. This test method measures the water that has penetrated into and through the masonry specimen and is collected. Test Method C1601 determines water penetration of the masonry at its surface. Results from Test Method C1601 and Test Method E514/E514M are not the same.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 This test method is not identical to and the results are not the same as the field standard Test Method C1601. 1.3 This test method evaluates the through-wall water penetration which is not the same as surface water penetration evaluated by Test Method C1601. 1.4 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. 1.5 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 Water Penetration and Leakage Through Masonry

ASTM C1314-11a 砌体棱镜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 C1072-11 测量砌体抗弯粘结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. 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 evaluate the flexural bond strength, normal to the bed joints, of masonry built of manufactured masonry units. Sampling and testing procedures are referenced, and terms are defined. Three different specimen fabrication methods are specified, each for a different purpose: 1.1.1 The first 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. 1.1.2 The second 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 third method is the “Test Method for Prisms Removed from Existing Masonry.” Its purpose is to evaluate the bond strength of unit-mortar combinations of prisms cut from existing walls. 1.1.4 The three methods are not consistent, nor are they intended to be. They are intended to be used for three different purposes. To make this clear, the three methods are presented separately. 1.1.5 Appendix X1 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 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 Methods for Measurement of Masonry Flexural Bond Strength

ASTM C1314-11 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 C1716/C1716M-11 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 specification shall be used to determine the maximum allowable specimen size and the maximum allowable load limits on a specific specimen for any test machine. These limits are based on deflection of the bearing surfaces and the machine load frame. These limits may not reflect the actual capacity of the machine and do not supersede the machine manufacturer’s recommended operational limits. The user must determine if testing machine capacities, allowable specimen size and maximum allowable load are appropriate for the sample to be tested. 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 Specification for Compression Testing Machine Requirements for Concrete Masonry Units, Related Units, and Prisms

DB13/T 1328-2010 混凝土砖及砌体结构技术规范

Technical specifications for concrete brick and masonry structures

DIN EN 1996-1-1:2010 欧洲规范6:圬工结构设计.第1-1部分:加钢筋和未加钢筋圬工结构的一般规则.德文版本EN 1996-1-1-2005+AC-2009

P Eurocode 6 applies to the design of buildings and civil engineering works, or parts thereof, in unreinforced, reinforced, prestressed and confined masonry. 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.

Eurocode 6: Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures; German version EN 1996-1-1:2005 + AC:2009

DIN EN 1996-2:2010 欧洲规范6:混凝土结构设计.第2部分:设计考虑,材料选择和砌体施工;德文版本EN 1996-2-2006 + AC-2009

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.

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

DIN EN 1996-3:2010 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.德文版本EN 1996-3-2006 + AC-2009

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 1996-3.

Eurocode 6: Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures; German version EN 1996-3:2006 + AC:2009

JGJ 217-2010 纤维石膏空心大板复合墙体结构技术规程

本规程适用于抗震设防烈度不大于8度、设计基本地震加速度不大于0.2g的地区采用纤维石膏空心大板复合墙体的多层居住建筑和公共建筑的设计、施工及验收。

Technical specification for composite wall structures with glass fiber reinforced gypsum panels

CECS 281-2010 自承重砌体墙技术规程

本规程适用于非抗震设防区和抗震设防烈度为8度及8度以下地区的一般性工业与民用建筑自承重砌体墙的设计、施工及验收。

Technical specification for non-bearing masonry walls

BS EN 1538:2010 特殊土工工作的施工.隔墙

This European Standard establishes general principles for the execution of diaphragm walls as either retaining walls or cut-off walls. NOTE 1 This standard covers only structures constructed in a trench excavated with a support fluid or in dry conditions, where soil is removed and replaced by concrete or slurry and with wall thickness B ≥ 40 cm. NOTE 2 Diaphragm walls can be permanent or temporary structures. NOTE 3 The following types of structure are considered: a) retaining walls: usually constructed to support the sides of an excavation in the ground. They include: 1) cast in situ concrete diaphragm walls; 2) precast concrete diaphragm walls; 3) reinforced slurry walls; b) cut-off walls: usually constructed to prevent migration of groundwater, clear or polluted, or of other contaminants present in the ground. They include: 1) slurry walls (possibly with membranes or sheet piles); 2) plastic concrete walls. NOTE 4 Walls formed shallow vertical trenches (typically excavations with a ratio of depth over thickness D/B < 5 or D < 5 m) are not covered by this standard.

Execution of special geotechnical works. Diaphragm walls

JGJ/T 223-2010 预拌砂浆应用技术规程

本规程适用于水泥基砌筑砂浆、抹灰砂浆、地面砂浆、防水砂浆、界面砂浆和陶瓷砖结砂浆等预拌砂浆的施工与质量验收。

Technical specification for application of ready-mixed mortar

KIT 210-2010 砌体结构设计

Design of masonry structures