P24 砌体结构工程 标准查询与下载

BS EN 771-3:2003 砌块规范.集料混凝土砌块(密实和轻质集料)

This European Standard specifies the characteristics and performance requirements of aggregate concrete masonry units made from dense and lightweight aggregates or a combination of both for which the main intended uses are common, facing or exposed masonry in load bearing or non load bearing building and civil engineering applications. The units are suitable for all forms of walling, including single leaf, external leaf to chimneys, cavity wall, partitions, retaining, and basement. They can provide fire protection, thermal insulation, sound insulation and sound absorption. This European Standard includes concrete masonry units of an overall non rectangular parallelepiped shape, especially shaped and accessory units. It defines the performance related to e.g. strength, density, dimensional accuracy, and provides for the evaluation of conformity of the product to this European Standard. The marking requirements for products covered by this European Standard is also included. This European Standard does not specify standard sizes for aggregate concrete masonry units, nor standard work dimensions and angles of specially shaped aggregate concrete masonry units. It does not cover storey height panels, chimney flue linings nor units intended for use as a damp proof course. 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 3:Aggregate concrete masonry units (Dense and light-weight aggregates)

BS EN 771-3:2004 砌块规范.集料混凝土砌块(密实和轻质集料)

Specification for masonry units - Aggregate concrete masonry units (dense and light-weight aggregates)

NF P12-025-2:2004 圬工单位规范.第5部分:人造石料圬工单位.NF EN 771-5的国家补充

Specification for masonry units - Part 5 : manufactured stone masonry units - National addition to NF EN 771-5.

DIN V 20000-412:2004 结构中建筑产品的应用.第412部分:符合DIN EN 998-2-2003的圬工灰浆的应用规则

This prestandard gives provision for the application of masonry mortars according DIN EN 998-2:2003-09

Application of building products in structures - Part 412: Rules for the application of masonry mortar according DIN EN 998-2:2003-09

NF P12-021-2:2004 砌块规范.第1部分:粘土砌块.NF EN 771-1的国家补充件

Specifications for masonry units - Part 1 : clay masonry units - National addition to NF EN 771-1.

NF P12-023-2:2004 砌块规范.第3部分:集料混凝土砌块(密实和轻质集料).NF EN 771-3的国家补充件

Specification for masonry units - Part 3 : aggregate concrete masonry units (Dense and light-weight aggregates) - National addition to NF EN 771-3.

NF P12-024-2:2004 砌块规范.第4部分:高压蒸氧加气混凝土砌块.NF EN 771-4的国家补充件

Specification for masonry units - Part 4 : autoclaved aerated concrete masonry units - National addition to NF EN 771-4.

DIN 1053-4:2004 砖石工程.第4部分:预制合成砌块

The standard applies to prefabricated masonry components that are mainly storey-high and of room-width (including parapets and gables) and the buildings constructed using such components. It includes structural details, information on the stability analysis required for each prefabricated component and for the structure, taking into account transport and erection.

Masonry - Part 4: Prefabricated masonry compound units

ASTM E514-04 砖石结构的水渗入和渗漏的标准试验方法

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 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 5.

Standard Test Method for Water Penetration and Leakage Through Masonry

ASTM C1357-04 评定砖石砌合强度的标准试验方法

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 the standard. The values given in parentheses are for information only.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 Evaluating Masonry Bond Strength

ASTM C1357-04a 评定砖石砌合强度的标准试验方法

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 the standard. The values given in parentheses are for information only.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 Evaluating Masonry Bond Strength

ASTM C1196-04 用液压千斤顶现场测量实心砌块抗压应力的标准试验方法

Stress is applied as pressure over the area of the flatjack. In the case of multi-wythe masonry, stress is estimated only in the wythe in which the flatjack is inserted. Stress in other wythes may be different.1.1 This test method covers the determination of the average compressive stress in existing unreinforced solid-unit masonry. This test method concerns the measurement of in-situ compressive stress 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 in place.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.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 Compressive Stress Within Solid Unit Masonry Estimated Using Flatjack Measurements

ASTM C1197-04 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. 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.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.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

DB13(J) 41-2003 粉煤灰块体砌体结构技术规程

蒸压粉煤灰砖是一种已使用十多年的墙体材料，它具有利用 废料、节约能源、保护有限土地资源的优点。由于其砌体的抗剪 强度偏低，在抗震设防地区房屋层数受到限制，影响了其推广应 用。 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30日全面禁止使用粘土实心砖。随 着墙体改革的进展，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，开发替代烧结粘土实心砖、 烧结粘土P型多孔砖的墙体新材料已是当务之急。针对蒸压粉煤 灰砖的缺点，现已开发出刻痕实心砖、多孔砖等新品种，成为一 种比较理想的替代烧结粘土实心砖、烧结粘土P型多孔砖的墙体 材料，再加上粉煤灰小型空心砌块，已形成了粉煤灰块体系列。 为了合理使用粉煤灰块体材料，使粉煤灰块体砌体结构的设 计和施工做到技术先进、经济合理、安全适用、确保质量，根据 河北省建设厅冀建质[2002]484号文的要求，由河北省工程建 设标准化管理办公室主编了《粉煤灰块体砌体结构技术规程》， 《规程》包括总则、术语和符号、材料和砌体的计算指标、基本 设计规定、构造要求、抗震设计、施工质量验收共7章及块体的 生产等三个附录，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，以蒸压粉煤灰砖、蒸压粉煤灰多孔砖、粉煤灰小型空 心砌块为墙体材料的砌体结构设计、施工和验收。 蒸压粉煤灰砖、蒸压粉煤灰多孔砖和粉煤灰小型空心砌块不 得用于长期受热200℃以上、受急冷急热和有酸性介质侵蚀的建 筑部位。

Technical specification for fly ash block masonry structure

DB13(J) 40-2003 建筑废渣混凝土砖砌体结构技术规程

建筑废渣棍凝土砖是利用建筑废渣、粉煤灰等废料开发的一种 墙体新材料。通过二年的开发研制、工程应用、物理力学性能试验 等工作，已具备了批量生产、大面积推广的条件。建筑废渣混凝土 砖的推广有助于减少烧结普通砖和多孔砖的使用，有助于利废、环 保、节能和保护土地资源。 建筑废渣混凝土砖的块型尺寸与烧结普通砖相同，它的各项物 理力学性能和砌体性能具备了替代烧结普通砖的条件，其砌体计算 指标、设计方法和施工验收等均与烧结普通砖砌体基本相同。 河北省建设厅冀建科[2001]417号文规定:全省11个设区城市 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年全面禁止使用实心粘土砖。 随着墙体改革的进展，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，开发替代烧结普通砖和多 孔砖的墙体新材料已是当务之急。从建筑废渣混凝土砖的上述特 点看，是替代烧结普通砖墙体新材料之一。为了合理使用建筑废渣 混凝土砖，做到保证建筑废渣混凝土砖砌体结构技术先进、经济合 理、安全适用、确保工程质量，据河北省建设厅冀建质[2003]169号 文的要求，由河北大地土木工程有限公司主编了《建筑废渣混凝土 砖砌体结构技术规程》，《规程》包括总则、术语和符号、材料、基本设 计规定、构造要求、砌体工程施工质量验收共6章和两个附录，对有 关问题作了具体规定。本规程适用于非抗震设防地区和抗震设防烈度6～8度地 区的民用建筑和一般工业建筑砌体结构设计、施工和验收。

Technical specification for construction waste concrete brick masonry structure

NF P61-202-1:2003 DTU 52-1.施工.密封地板.第1部分:技术规范

DTU 52.1 - Execution of work - Sealed flooring - Part 1 : technical specifications.

BS EN 771-1:2003 圬工单位规范.粘土砌块

This European Standard specifies the characteristics and performance requirements for masonry units manufactured from clay for use in masonry construction (e.g. facing and rendered masonry, loadbearing or non-loadbearing masonry structures, including internal linings and partitions, for building and civil engineering). This European Standard is intended to apply to two groups of fired-clay masonry units: LD units (see 3.4 and 5.2) comprising: clay masonry units with a gross dry density of less than or equal to 1000 kg/m for use in protected masonry. HD units (see 3.5 and 5.3) comprising: a) all clay masonry units for use in unprotected masonry; b) clay masonry units with a gross dry density of greater than 1000 kg/m for use in protected masonry. This European Standard includes those clay masonry units of an overall non-rectangular parallelepiped shape. It defines the performance related to e.g. dimensional tolerances, strength, density measured according to the corresponding test methods contained in separate European Standards. It provides for the evaluation of conformity of the product to this European Standard. The marking requirement for products covered by this European Standard is included. This European Standard does not specify standard sizes for clay masonry units, nor standard work dimensions and angles of specially shaped clay masonry units. This European Standard does not cover requirements for the following: units for paving, flue liners and storey height clay units and clay masonry units with an incorporated thermal insulation material bonded to the faces of the unit susceptible to be exposed to fire. It does, however, include clay units for external chimney masonry.

Specification for masonry units. Clay masonry units

BS EN 845-2:2003 砖石附属元件规范.门窗过梁

This European Standard specifies requirements for prefabricated lintels for spans over clear openings in a masonry wall up to a maximum of 4,5 m and made from steel, autoclaved aerated concrete, manufactured stone, concrete, fired clay units, calcium silicate units, natural stone units, or using a combination of these materials. Prefabricated lintels can be either complete lintels or the prefabricated part of a composite lintel. This European Standard is not applicable to: a) Lintels completely made on site; b) Lintels, the tensile parts of which are made on site; c) Timber lintels; d) Natural stone lintels, not reinforced. Linear components spanning clear openings greater than 4,5 m in masonry walls and linear components intended for use independently in a structural role (e.g. beams) are not covered by this standard.

Specification for ancillary components for masonry. Lintels

BS EN 845-3:2003 砖石附属元件规范.钢筛网底层接缝加筋

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 - Bed joint reinforcement of steel meshwork

BS EN 845-3:2003+A1:2008 砖石附属元件规范.钢筛网底层接缝加筋

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