91.080.30 砖石结构 标准查询与下载

GOST R 57291-2016 砌体. 初始抗剪强度的测定方法

Masonry. Method of determination of initial shear strength

GOST R 57350-2016 砌体. 抗弯强度的测定方法

Masonry. Method for determination of flexural strength

GOST R 57264-2016 砌体水平接缝用配件. 结合强度的测定方法

Fittings for horizontal joints of masonry. Method for adhesive strength determining

GOST R 57160-2016 木结构. 机械紧固件连接的循环试验方法

Timber structures. Methods for cyclic testing of joints with mechanical fasteners

GOST R 57346-2016 砌体过梁. 规格

Lintes for masonry. Specifications

GOST R 57263-2016 砌体紧固件. 规格

Fasteners for masonry. Specifications

ASTM C1780-15a 粘结制造的砌石贴面安装方法的标准实施规程

1.1 This practice is intended to provide accepted procedures to designers and installers of adhered manufactured stone masonry veneer in residential and commercial construction. This information is meant to complement the specific installation instructions provided by manufacturers of adhered manufactured stone masonry veneers and recognized building codes, but is not meant to replace them. This practice does not address installation methods or techniques for all materials in the building envelope. This practice covers the installation of adhered manufactured stone masonry veneer units for application as adhered veneer to exterior and interior walls, columns, landscape structures and other structures suitable to receive adhered veneer. The units included in this practice are manufactured to meet the requirements of Specification C1670. This practice is limited to the installation of units. This practice does not cover all flashing or moisture management requirements. Refer to the applicable building code and project documents for additional flashing and moisture management requirements. Note 1: The Masonry Veneer Manufacturers Association (MVMA) publication Installation Guide for Adhered Concrete Masonry Veneer provides generally accepted methods and details for installation and flashing. 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 All workmanship and materials related to the installation of adhered manufactured stone masonry veneer units shall meet the requirements of the contract documents and building code having jurisdiction over the project. 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. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)

Standard Practice for Installation Methods for Adhered Manufactured Stone Masonry Veneer

ASTM C1531-15 现场测量砌体灰浆粘接剪切强度指数的标准试验方法

5.1 The masonry mortar joint shear strength index obtained by this test method can be related to the masonry wall shear strength by relationships contained in referenced Codes and Standards. For example, Chapter A1 of the International Existing Building Code contains a formula relating shear index to wall shear strength, while a slightly different formula can be found in Chapter 11 of ASCE/SEI 41. The user of this standard is cautioned that these shear strength relationships are typically empirical relationships based on tests of early 20th-century unreinforced brick masonry. These relationships typically assume that wall shear strength is limited by shear of the mortar joints rather than shear through the units. 5.2 For hollow ungrouted or solid unit masonry construction the shear strength index is measured only for the mortar bed joints vertically adjacent to the unit being tested. When testing hollow ungrouted masonry construction, the shear strength index is based on the horizontal interface between the mortar and the test unit and the masonry above and below the test unit. In the case of multi-wythe construction, the measured mortar joint shear strength index is applicable only to the wythe in which the test unit is located; no headers shall exist immediately above or below the test unit. The contribution of any existing collar joint mortar to the measured shear strength index is neglected, and this may lead to an overestimate of the shear strength index (see Note 1). Note 1: Some documents that reference this test method, including ASCE/SEI 41, include a reduction factor to account for the contribution of a filled collar joint to the measured shear strength index. 5.3 The test procedure listed for Method A may be conducted as an extension of Test Method C1197. The two-flatjack test, conducted in accordance with Test Method C1197, provides half of the required test setup for Method A. At the completion of both the C1197 and the C1531 Method A test, one would know the deformability of the masonry at the test and the relationship between the expected joint shear strength index and the normal compressive stress. 1.1 These test methods cover procedures for the determination of the average in situ mortar joint shear strength index in existing unreinforced solid-unit and ungrouted hollow-unit masonry built with clay or concrete units. Three methods are provided: 1.1.1 Method A (with Flatjacks Controlling Normal Compressive Stress)—For determining mortar joint shear strength index when the state of normal compressive stress at the test site is controlled during the test using the flatjack method described in Test Method C1197. Horizontal displacement of the test unit is monitored throughout the test. The test setup for Method A is shown in Fig. 1. 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 provide......

Standard Test Methods for In Situ Measurement of Masonry Mortar Joint Shear Strength Index

ASTM C1715/C1715M-15 评估砌筑墙排水系统漏水性能的标准试验方法

5.1 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. 5.2 This test method is suitable for use on mock-up walls to determine the performance of masonry wall drainage systems. 5.3 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 This test method covers the application of the testing 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. 1.5 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 C1780-15 粘结制造的砌石贴面安装方法的标准实践规程

1.1 This practice is intended to provide accepted procedures to designers and installers of adhered manufactured stone masonry veneer in residential and commercial construction. This information is meant to complement the specific installation instructions provided by manufacturers of adhered manufactured stone masonry veneers and recognized building codes, but is not meant to replace them. This practice does not address installation methods or techniques for all materials in the building envelope. This practice covers the installation of adhered manufactured stone masonry veneer units for application as adhered veneer to exterior and interior walls, columns, landscape structures and other structures suitable to receive adhered veneer. The units included in this practice are manufactured to meet the requirements of Specification C1670. This practice is limited to the installation of units. This practice does not cover all flashing or moisture management requirements. Refer to the applicable building code and project documents for additional flashing and moisture management requirements. Note 1: The Masonry Veneer Manufacturers Association (MVMA) publication Installation Guide for Adhered Concrete Masonry Veneer provides generally accepted methods and details for installation and flashing. 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 All workmanship and materials related to the installation of adhered manufactured stone masonry veneer units shall meet the requirements of the contract documents and building code having jurisdiction over the project. 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. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)

Standard Practice for Installation Methods for Adhered Manufactured Stone Masonry Veneer

CAN/CSA-A370-2014(R2018) 砖石连接器

Scope Notes: 1) For requirements pertaining to loads acting on connectors, see CSA S304. 2) For requirements pertaining to installation of masonry connectors, see CSA A371. 1.1 This Standard specifies minimum requirements for designing the following masonry connectors: a) ties used to i) interconnect the wythes of a masonry wall; or ii) attach masonry veneer to its structural backing; b) anchors used to i) connect masonry walls to intersecting walls or to other structural members; ii) attach stone to its structural backing; or iii) interconnect stone; c) fasteners used to secure a masonry tie or anchor to a structural member, or to interconnect components of a multi-component tie or anchor; and d) repair connectors used to restore or improve masonry construction. 1.2 This Standard does not apply to a) connectors for i) precast concrete; and ii) prefabricated masonry panels; and b) fasteners used to attach equipment or fixtures to buildings. 1.3 This Standard recognizes two types of masonry connectors: a) connectors, including repair connectors, designed in accordance with the performance requirements of this Standard; and b) prescriptive connectors, which offer a simple prescriptive solution (or deemed-to-comply solution) to the performance requirements of this Standard when complying with the stated limiting conditions for use. 1.4 In this Standard, "shall" is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the standard; "should" is used to express a recommendation or that which is advised but not required; and "may" is used to express an option or that which is permissible within the limits of the standard. Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material. Notes to tables and figures are considered part of the table or figure and may be written as requirements. Annexes are designated normative (mandatory) or informative (nonmandatory) to define their application.

Connectors for masonry

ASTM E514/E514M-14 通过砖石渗透和渗漏的标准试验方法

4.1 This test method provides information that aids in evaluating the effect of four principal variables: materials, coatings, wall design, and workmanship. 4.2 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. 4.3 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. 4.4 Given the complexity of variables noted above, this test method establishes comparative behavior between various masonry wall constructions in a given laboratory. 4.5 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. 4.6 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 method2 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 wi......

Standard Test Method for Water Penetration and Leakage Through Masonry

CAN/CSA-A370-2014 砌体连接器（第四版；第 1 次更新：2015年3月）

Connectors for masonry (Fourth Edition; Updated No. 1: March 2015)

ASTM C1552-14a 压缩试验用盖顶混凝土砌块, 相关砌块和砌柱的标准实践规程

4.1 This practice describes procedures for providing plane surfaces on the two bearing surfaces of units and prisms. The purpose of this standard is to provide consistent and standardized procedures for capping units and prisms for compression testing. The procedures are based on those contained (or previously contained) in Test Methods C140, Practice C617, and Test Method C1314. Note 2: Specimens capped using this practice will vary significantly in size and weight. Appropriate care and handling may differ based on specimen size and weight. Provide care and handling as needed to provide for proper capping based on the physical characteristics of the specimen being capped. 1.1 This practice covers apparatus, materials, and procedures for capping concrete masonry units, related units, including coupons or other specimens obtained from such units, and masonry prisms for compression testing. Note 1: The testing laboratory performing these test methods should be evaluated in accordance with Practice C1093. 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 Practice for Capping Concrete Masonry Units, Related Units and Masonry Prisms for Compression Testing

GOST 24992-2014 砌体结构. 砌体粘结强度的评估方法

Masonry structures. Method of estimating bonding strength in masonry

SNI 6882-2014 砌体用砂浆的标准规范

Standard Specification for Mortar for Unit Masonry

DIN EN 845-1:2013 砌体辅助部件规范. 第1部分: 砌体连系杆, 抗拉带条, 吊勾和托架; 德文版本EN 845-1-2013

Specification for ancillary components for masonry - Part 1: Wall ties, tension straps, hangers and brackets; German version EN 845-1:2013

NF P12-521-1:2013 砖石结构辅助组件规格.第1部分:壁锚、拉力带、吊架和托架

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

NF P12-521-2:2013 砖石结构辅助部件规格.第2部分:过梁

Specification for ancillary components for masonry - Part 2: lintels

NF P12-521-3:2013 砖石结构辅助组件规格.第3部分:钢网平缝钢筋

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