91.080.30 砖石结构 标准查询与下载



共找到 287 条与 砖石结构 相关的标准,共 20

To introduce an optional method for testing at zero pre-compression.

Methods of test for masonry - Part 3: Determination of initial shear strength

ICS
91.080.30
CCS
发布
2007-06-28
实施
2007-06-28

This European Standard specifies a method for determining the in plane initial shear strength of horizontal bed joints in masonry using a specimen tested in shear. Guidance is given on the preparation of the specimens, the conditioning required before testing, the testing machine, the method of test, the method of calculation and the contents of the test report.

Methods of test for masonry - Part 3: Determination of initial shear strength(includes Amendment A1:2007); English version of DIN EN 1052-3:2007-06

ICS
91.080.30
CCS
P24
发布
2007-06
实施

本标准规定了地面石材防滑性能等级及试验方法。进行防滑处理后的石材也可参照采用。 本标准适用于试验室和现场的测试。 本标准不适用于工业劳动区域及被污染的区域。

Classification and test method of slip resistance for ground stones

ICS
91.080.30
CCS
Q21
发布
2007-05-29
实施
2007-11-01

Establishes construction requirements for masonry walls. It also establishes requirements for materials, the laying of masonry units in unreinforced and reinforced applications, the building in of door and window frames, holes and chases, the securing of

Construction works Part CM1: Masonry walling

ICS
91.080.30
CCS
发布
2007-04-20
实施
2007-04-20

This European Standard specifies a method for determining the strength and load deflection characteristics of joist hangers fixed to a masonry wall and supporting a timber joist.

Methods of test for ancillary components for masonry - Part 8: Determination of load capacity and load-deflection characteristics of joist hangers

ICS
91.080.30
CCS
发布
2006-12-21
实施
2006-12-21

本标准规定了植草砖的术语和定义、分类、一般规定、技术要求、试验方法、检验规则、标志、使用说明书、包装、运输及贮存等。 本标准适用于以水泥和集料为主要原材料,用于专门铺设在人行道路、停车场及护坡等,具有植草孔能够绿化路面及地面工程的砖和空心砖。

Gras planting tiles

ICS
91.080.30
CCS
P35
发布
2006-12-06
实施
2007-02-01

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.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

ICS
91.080.30
CCS
发布
2006-12-01
实施

Methods of test for ancillary components for masonry - Part 8: Determination of load capacity and load-deflection characteristics of joist hangers

ICS
91.080.30
CCS
发布
2006-11-29
实施
2006-11-29

Technical code for concrete cellular brick masonry structures

ICS
91.080.30
CCS
P24
发布
2006-11-14
实施
2006-11-12

高压喷射注浆,主要适用于粘性土、砂类土、黄土、淤泥和人工填土等第四系土层内喷射,加固效果较好。但对于砾石直径大于60mm以上,砾石含量过多以及含有大量纤维质的腐植土,喷射质量差,一般不宜采用。

Regulations for operative technique of high pressure's spurtal pour thick liquid construction

ICS
91.080.30
CCS
P24
发布
2006-10-04
实施
2007-04-01

This Eurpean Standard specifies a method for determining the strength and load deflection characteristics of joist hangers fixed to a masonry wall and supporting a timber joist.

Methods of test for ancillary components for masonry - Part 8: Determination of load capacity and load-deflection characteristics of joist hangers(includes Amendment A1:2006); English version of DIN EN 846-8:2006-10

ICS
91.080.30
CCS
P24
发布
2006-10
实施

This standard applies to the design of masonry made of man-made and natural masonry units and includes the adjustment of the design concept according to permissible stresses of DIN 1053-1 to the semi-probabilistic safety concept.

Masonry - Part 100: Design on the basis of semi-probabilistic safety concept

ICS
91.080.30
CCS
P24
发布
2006-08
实施

This prestandard gives provisions for the application of clay masonry units according to DIN EN 771-1:2003-08

Application of building products in structures - Part 404: Rules for the application of autoclaved aerated concrete masonry units according to DIN EN 771-4:2005-05

ICS
91.080.30
CCS
P24
发布
2006-01
实施

Methods of test for ancillary components for masonry - Part 4: Determination of load capacity and load-deflection characteristics of straps

ICS
91.080.30
CCS
发布
2005-12-30
实施
2005-12-30

This part of BS 5628 gives recommendations for the structural design of reinforced and prestressed masonry constructed of brick or block masonry or masonry of manufactured stone or square dressed natural stone. NOTE The dimensions of a member determined from strength considerations may not always be sufficient to satisfy requirements for other properties of the member such as resistance to fire and thermal insulation, and reference should be made to other appropriate standards.

Code of practice for the use of masonry - Structural use of reinforced and prestressed masonry

ICS
91.080.30
CCS
P24
发布
2005-12-28
实施
2005-12-28

This Part of BS 5628 gives recommendations for the structural design of unreinforced masonry units of bricks, blocks, manufactured stone, square dressed natural stone, and random rubble masonry. NOTE The thickness of a wall determined from strength considerations may not always be sufficient to satisfy requirements for other properties of the wall such as resistance to fire, thermal insulation, sound insulation or resistance to damp penetration and reference should be made to BS 5628-3 or BS 5390, as appropriate. It has been assumed in the drafting of this code that the design of masonry is entrusted to chartered structural or civil engineers or other appropriately qualified persons, for whose guidance it has been prepared, and that the execution of the work is carried out under the direction of appropriately qualified supervisors.

Code of practice for the use of masonry - Structural use of unreinforced masonry

ICS
91.080.30
CCS
P24
发布
2005-12-08
实施
2005-12-08

Methods of test for masonry - Part 5: Determination of bond strength by the bond wrench method

ICS
91.080.30
CCS
发布
2005-09-20
实施
2005-09-20

This document specifies a method for determining the bond strength of horizontal bed joints in masonry using a bond wrench. Guidance is given on the preparation of the specimens, the conditioning required before testing, the testing equipment, machine, the method of test, the method of calculation and the contents of the test report.

Methods of test for masonry - Determination of bond strength by the bond wrench method

ICS
91.080.30
CCS
Q15
发布
2005-08-09
实施
2005-08-09

This European Standard specifies a method for determining the bond strength of horizontal bed joints in masonry using a bond wrench. Guidance is given on the preparation of the specimens, the conditioning required before testing, the testing equipment, machine, the method of test, the method of calculation and the contents of the test report.#,,#

Methods of test for masonry - Part 5: Determination of bond strength by the bond wrench method; German version EN 1052-5:2005

ICS
91.080.30
CCS
P24
发布
2005-06
实施

This prestandard gives provisions for the application of clay units according to DIN EN 771-2:2003-08

Application of building products in structures - Part 402: Rules for the application of calcium silicate masonry units according to DIN EN 771-2:2005-05

ICS
91.080.30
CCS
Q15
发布
2005-06
实施



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