P24 砌体结构工程 标准查询与下载

ASTM C1357-09 评定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 18212;Standard 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 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 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......

Standard Test Methods for Evaluating Masonry Bond Strength

ASTM C1197-09 用液压千斤顶法现场测量砖石建筑可变形性的标准试验方法

Deformation and strength properties are measured only on the masonry between flatjacks. Boundary effects of the collar joint behind the wythe tested and adjacent masonry are neglected. In the case of multi-wythe masonry, deformability is estimated only in the wythe in which the flatjack is inserted. Deformability of other wythes may be different.1.1 This test method describes an in situ method for determining the deformation properties of existing unreinforced solid-unit masonry. (See Note 1.) This test method concerns the measurement of in-situ masonry deformability properties in existing masonry by use of thin, bladder-like flatjack devices that are installed in saw cut mortar joints in the masonry wall. This test method provides a relatively non-destructive means of determining masonry properties. Note 18212;Solid-unit masonry is that built with stone, concrete, or clay units whose net area is equal to or greater than 75 % of the gross area. 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 In Situ Measurement of Masonry Deformability Properties Using the Flatjack Method

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

ASTM C1093-09 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

NF P10-204-3:2008 建筑工程.小型砖石隔断墙.第3部分:memento

Building works - Small masonry partition walls - Part 3 : memento.

NF P10-204-1-1:2008 建筑工程.小型砖石隔墙.第1-1部分:技术模型条款的合同单

Building works - Small masonry partition walls - Part 1-1 : contract bill of technical model clauses.

NF P10-204-1-2:2008 建筑工程.小型砖石隔墙.第1-2部分:材料选择的通用标准

Building works - Small masonry partition walls - Part 1-2 : general criteria for selection of materials.

NF P10-202-4:2008 建筑工程.小型砖石结构墙.隔板和墙.第4部分:计算规则和最低结构规定

Building works - Small mansonry unit walls - Partitions and walls - Part 4 : calculation rules and minimum construction provisions.

NF P10-202-1-2:2008 建筑工程.小型砖石单位墙.隔墙和墙.第1-2部分:材料选择的通用标准

Building works - Small mansonry unit walls - Partitions and walls - Part 1-2 : general criteria for selection of materials.

NF P10-202-1-1:2008 建筑工程.小型砖石单位墙.隔墙和墙.第1-1部分:技术模型条款的合同单

Building works - Small mansonry unit walls - Partitions and walls - Part 1-1 : contract bill of technical model clauses.

NF P10-202-2:2008 建筑工程.小型砖石单位墙.隔墙和墙.第2部分:专门管理模型条款的合同单

Building works - Small mansonry unit walls - Partitions and walls - Part 2 : contract bill of special administrative model clauses.

NF P10-202*NF DTU 20.1:2008 建筑工程.小型砖石单位墙.隔墙和墙.第1-1部分:技术模型条款的合同单.第1-2部分:材料选择的通用标准.第2部分:专门管理模型条款的合同单.第3部分:依赖地基的正面墙类型的选择指南.第4部分:计算规则和最小结构

Building works - Small mansonry unit walls - Partitions and walls - Part 1-1 : contract bill of technical model clauses - Part 1-2 : general criteria for selection of materials - Part 2 : contract bill of special administrative model clauses - Part 3 : gu

NF P10-202-3:2008 建筑工程.小型砖石单位合同墙.隔墙和墙.第3部分:依赖地基的正面墙类型用选择指南

Building works - Small mansonry unit walls - Partitions and walls - Part 3 : guide for selection of site-dependent facade wall types.

NF P10-204-2:2008 建筑工程.小型砖石隔断墙.第2部分:专用管理模式条款的合同单

Building works - Small masonry partition walls - Part 2 : contract bill of special administrative model clauses.

SANS 10164-2:2008 砌体的结构性使用.第2部分:钢筋及预应力砌体的结构设计及要求

Establishes general principles for the structural design of reinforced and prestressed masonry.

The structural use of masonry Part 2: Structural design and requirements for reinforced and prestressed masonry

CECS 244-2008 砂基透水砖工程施工及验收规程

本规程适用于城市广场、人行道、园林、校园、停车场、车行道、住宅小区和室外运动场等新建和改扩建砂基透水砖工程的施工及验收。

Specification for construction and acceptance of sand-based water permeable brick

DIN EN 845-3:2008 砖石工程辅助元部件规范.第3部分:钢丝网底层接缝加强筋

This European Standard specifies the requirements for masonry bed joint reinforcement for structural use (see 5.2.1) and for non-structural use (see 5.2.2). Where products are intended for use in cavity wall construction, this European Standard covers only the performance of the meshwork as reinforcement in bed joints and not its performance as wall ties across the cavity. This European Standard is not applicable to: a) products in the form of individual bars or rods; b) products formed from materials other than specified grades of austenitic stainless steel or zinc pre-coated steel sheet or zinc coated steel wire with or without organic coating. NOTE Annex ZA refers only to welded wire meshwork intended for structural use for structural use referred to in 5.2.1 as there are no known regulated requirements for products of this family for non.structural use.

Specification for ancillary components for masonry - Part 3: Bed joint reinforcement of steel meshwork(includes Amendment A1:2008); English version of DIN EN 845-3:2008-06

DIN EN 845-1:2008 砖石工程用辅助元部件规范 第1部分 砌体连系杆、受拉系 带、吊架和支架

This European Standard specifies requirements for wall ties, tension straps, hangers and brackets for interconnecting masonry and for connecting masonry to other parts of works and buildings including walls, floors, beams, and columns. Where anchors or fasteners are supplied or specified as part of an ancillary component, the requirements including performance requirements apply to the complete product. This European Standard is not applicable to: a) anchors and fasteners other than as part of an ancillary component; b) shelf angles; c) wall starter plates for tying into existing walls; d) products formed from materials other than: 1) austenitic stainless steel (molybdenum chrome nickel alloys or chrome nickel alloys); 2) ferritic stainless steel; 3) copper; 4) phosphor bronze; 5) aluminium bronze; 6) zinc-coated-steel with or without organic coating; 7) polypropylene; 8) polyamide (for expansion plugs only). NOTE The resistance fire performance of the products included herein cannot be assessed separately from the masonry element of which they are part and is therefore not covered under the scope of this part of this European Standard.

Specification for ancillary components for masonry - Part 1: Ties, tension straps, hangers and brackets(includes Amendment A1:2008); English version of DIN EN 845-1:2008-06

NF P12-521:2008 圬工辅助元件规范.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 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.