91.060.30 天花板、地板、楼梯 标准查询与下载

ANSI A14.9-2010 暗藏式顶层平台阶梯

A14.9 develops rules to govern the safe design, construction, testing, care and use of permanently installed folding or collapsible fixed aluminum or wood attic ladders of various types.

Disappearing Attic Stairways

ANSI/SJI CJ-2010 CJ系列合成钢横梁标准规范

General Revision

Standard Specifications for Composite Steel Joists, CJ-Series

ASTM C627-10 用罗宾逊型地面检验器评价陶瓷地面砖铺盖装置标准试验方法

This test method provides a standardized procedure for evaluating performance of ceramic floor tile installations under conditions similar to actual specific usages. It can be used to make comparisons between customary basic installation methods, to establish the influence of minor changes in a particular installation method, and to judge the merit of proposed novel methods.1.1 This test method covers the evaluation of ceramic floor tile installation systems, using the Robinson -type floor tester. 1.2 This test method is intended solely for evaluating complete ceramic floor tile installation systems for failure under loads and not for evaluating particular characteristics of ceramic tile, such as abrasion resistance. This test method does not claim to provide meaningful results for other than evaluating complete ceramic floor tile installation systems. 1.3 The values stated in inch-pound units are to be regarded as the standard. The metric (SI) units in parentheses are for information only. 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 Evaluating Ceramic Floor Tile Installation Systems Using the Robinson-Type Floor Tester

ANSI/SDI NC-2010 非复合钢地板的规范

SDI-NC-2010 is a revision of the existing ANSI/SDI-NC1.0 standard. ANSI/SDI-NC-2010 is a standard for non-composite steel floor deck to be used by designers, specifiers, manufacturers, and installers of non-composite steel floor deck. The specification sets guidelines and requirements relating to quality assurance, materials, design, materials handling, and installation of non-composite steel floor deck. Non-mandatory user notes are included for further clarification and guidance.

Standard for Non-Composite Steel Floor Deck

ANSI/SDI RD-2010 钢制屋顶板标准

SDI-RD-2010 is a revision of the existing ANSI/SDI-RD1.0 standard. ANSI/SDI-RD-2010 is a standard for steel roof deck to be used by designers, specifiers, manufacturers, and installers of steel roof deck. The specification sets guidelines and requirements relating to quality assurance, materials, design, materials handling, and installation of steel roof deck. Non-mandatory user notes are included for further clarification and guidance.

Standard for Steel Roof Deck

ASTM F2659-10(2015) 采用无损电子湿度计对混凝土, 石膏水泥以及其他楼板和整平板的相对湿度条件进行初步评估的标准指南

5.1 Moisture in concrete floor slabs affects the performance of flooring systems such as resilient, wood, and textile floor coverings and coatings. Manufacturers of such systems generally require moisture testing be performed before installation of coverings on floor slabs and screeds. The measurement of sub-surface comparative moisture condition in the upper 1.0 in. (25.4 mm) stratum of a concrete slab with a non-destructive moisture meter is one such method. 5.2 Excessive moisture in floor slabs after installation can cause floor covering system failures such as delamination, bonding failure, deterioration of finish flooring and coatings, and microbial growth. 5.3 5.3 Comparative moisture content tests indicate the moisture in the slab, which is usually referenced to the percentage of dry weight. That is: Results indicate conditions at the time of the test. 5.4 Methods of meter calibration and factors affecting equilibration are described in Section 8. 1.1 This guide focuses on obtaining the comparative moisture condition within the upper 1.0 in. (25.4 mm) stratum in concrete, gypsum, anhydrite floor slabs and screeds for field tests. Due to the wide variation of material mixtures and additives used in floor slabs and screeds, this methodology may not be appropriate for all applications. See 1.2 through 1.8 and Section 11. Where appropriate or when specified use further testing as outlined in Test Methods F1869, F2170 or F2420 before installing a resilient floor covering. 1.2 This guide is intended for use to determine if there are moisture-related conditions existing on, or in, the floor slabs that could adversely impact the successful application and performance of resilient flooring products. 1.3 This guide may be used to aid in the diagnosis of failures of installed resilient flooring. 1.4 This guide is intended to be used in conjunction with meter manufacturer’s operation instructions and interpretive data where available. 1.5 Where possible, or when results need to be quantified use this standard guide to determine where additional testing such as Test Methods F1869, F2170, or F2420 as specified to characterize the floor slab and the test area environment for moisture, humidity and temperature conditions. 1.6 This guide may not be suitable for areas that have surface applied moisture migration systems, curing compounds or coatings that cannot be removed or cleaned off sufficiently to allow the moisture to move ......

Standard Guide for Preliminary Evaluation of Comparative Moisture Condition of Concrete, Gypsum Cement and Other Floor Slabs and Screeds Using a Non-Destructive Electronic Moisture Meter

ASTM F2659-10 使用无损电子测湿计初步评估混凝土、石膏水泥以及其他楼板和砂浆层的标准指南

Moisture in concrete floor slabs affects the performance of flooring systems such as resilient, wood, and textile floor coverings and coatings. Manufacturers of such systems generally require moisture testing be performed before installation of coverings on floor slabs and screeds. The measurement of sub-surface comparative moisture condition in the upper 1.0 in. (25.4 mm) stratum of a concrete slab with a non-destructive moisture meter is one such method. Excessive moisture in floor slabs after installation can cause floor covering system failures such as delamination, bonding failure, deterioration of finish flooring and coatings, and microbial growth.1.1 This guide focuses on obtaining the comparative moisture condition within the upper 1.0 in. (25.4 mm) stratum in concrete, gypsum, anhydrite floor slabs and screeds for field tests. Due to the wide variation of material mixtures and additives used in floor slabs and screeds, this methodology may not be appropriate for all applications. See 1.2 through 1.8 and Section 11. Where appropriate or when specified use further testing as outlined in Test Methods F1869, F2170 or F2420 before installing a resilient floor covering. 1.2 This guide is intended for use to determine if there are moisture-related conditions existing on, or in, the floor slabs that could adversely impact the successful application and performance of resilient flooring products. 1.3 This guide may be used to aid in the diagnosis of failures of installed resilient flooring. 1.4 This guide is intended to be used in conjunction with meter manufacturer’s operation instructions and interpretive data where available. 1.5 Where possible, or when results need to be quantified use this standard guide to determine where additional testing such as Test Methods F1869, F2170, or F2420 as specified to characterize the floor slab and the test area environment for moisture, humidity and temperature conditions. 1.6 This guide may not be suitable for areas that have surface applied moisture migration systems, curing compounds or coatings that cannot be removed or cleaned off sufficiently to allow the moisture to move upwards through the slab. For a floor slab of 6 in. (150 mm) plus thickness, low porosity slabs, slabs with no vapor retarder installed, and slabs where the above surface environmental conditions can have a greater than normal influence on the moisture reduction gradient of the floor slab or screed, consider Test Method F2170 (below surface in situ rh method) as a more suitable test method under these circumstances. 1.7 This guide is not intended to provide quantitative results as a basis for acceptance of a floor for installation of moisture sensitive flooring finishes systems. Test Methods F1869, F2170, or F2420 provide quantitative information for determining if moisture levels are within specific limits......

Standard Guide for Preliminary Evaluation of Comparative Moisture Condition of Concrete, Gypsum Cement and Other Floor Slabs and Screeds Using a Non-Destructive Electronic Moisture Meter

ASTM E580/E580M-10 在地震运动易发地区安装隔音板和镶板吊顶系统的标准实施规程

This practice is a prescriptive set of installation methods to be used for suspended ceilings and is often used in lieu of designing a separate lateral restraint system. The authority having jurisdiction shall determine the applicability of this practice to local code requirements. This practice covers installation of suspended ceiling systems and related components in areas that require resistance to the effects of earthquake motions as defined by ASCE 7 and the International Building Code. The practice is broken into two main sections. The first section covers areas with light to moderate earthquake potential (Seismic Design Category C) while the second deals with severe earthquake potential (Seismic Design Category D, E & F). This practice includes requirements from multiple sources including previous versions of this practice, CISCA Seismic Recommendations for Direct-hung Acoustical Tile and Lay-in Ceilings, Seismic Zones 0-2 and CISCA Guidelines for Seismic Restraint for Direct Hung Suspended Ceiling Assemblies, Seismic Zones 3 & 4, suspended ceiling requirements from the International Building Code and ASCE 7. The purpose is to combine the requirements from these sources into a single comprehensive document.1.1 This practice covers the installation of suspended systems for acoustical tile and lay-in panels and their additional requirements for two groups of buildings that are constructed to resist the effects of earthquake motions as defined by ASCE 7 and the International Building Code. These groupings are for Seismic Design Category C and Seismic Design Categories D, E and F. 1.2 The authority having jurisdiction shall determine the applicability of this practice. 1.3 Specification C635 and Practice C636 cover suspension systems and their installation without special regard to seismic lateral restraint needs. They remain applicable and shall be followed when this practice is specified. 1.4 This practice is not intended to stifle research and development of new products or methods. This practice is not intended to prevent the installation of any material or prohibit any design or method of construction not prescribed in this practice, provided that any such alternative has been substantiated by verifiable engineering data or full-scale dynamic testing that is acceptable to the authority having jurisdiction. 1.5 Ceiling areas of 1000 ft2 [92.9 m2] or less shall be exempt from the lateral force bracing requirements of 5.2.8. 1.6 Ceilings constructed of gypsum board which is screw or nail attached to suspended members that support a ceiling on one level extending from wall to wall shall be exempt from the requirements of this practice. 1.7 Free floating ceilings (those not attached directly to any structural walls) supported by chains or cables from the structure are not required to satisfy the seismic force requirements provided they meet the following requirements: 1.7.1 The design load for such items shall equal 1.4 times the vertical operating weight. 1.7.2 Seismic interaction effects shall be considered in accordance with 5.7. 1.7.3 The connection to the structure shall allow a 360° range of motion in the horizontal plane. 1.8 The values stated in either inch-pound or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system shall be used independentl......

Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions

JIS A 5902 AMD 1:2009 榻榻米(修改件1)

TATAMI (Amendment 1)

DIN 18560-2:2009-09 房屋建筑物中的地面找平层.第2部分:绝缘层上的地板找平层和采暖地板找平层

Floor screeds in building construction - Part 2: Floor screeds and heating floor screeds on insulation layers

DIN 18560-1:2009 房屋建筑中的地板找平层.第1部分:一般要求,测试和结构

Floor screeds in building construction - Part 1: General requirements, testing and construction

ASTM E580/E580M-09a 在地震地面运动区域内安装用于声瓦和放置面板的天花板悬挂系统的标准做法

Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions

JIS A 1450:2009 入口活地板的试验方法

This Japanese Industrial Standard specifies test methods for raised access floor (hereafter referred to as "floor").

Test methods for raised access floor

LST EN 15644-2009 传统设计的实木预制楼梯 规范和要求

Traditionally designed prefabricated stairs made of solid wood - Specifications and requirements

SANS 52825:2009 高架活动地板

Specifies the characteristics and performance requirements of raised access floors for which the main intended use is the internal fitting out of buildings, providing full access to the services to the plenum. Does not cover requirements related to dange

Raised access floors

DIN EN 15644:2009 实心木制传统设计型预制楼梯 规范和要求

This European Standard gives specifications and requirements for prefabricated stairs made of solid wood, i.e. where the components contributing to the fulfilment of mechanical resistance and stability characteristics are made of solid wood. These stairs are traditionally designed. NOTE 1 If the filling of the guarding does not contribute to the mechanical stability and resistance, the used material is not relevant. NOTE 2 Examples of traditionally made/designed stairs are given in Annex E. This European Standard covers: stairs either pre-assembled, partly pre-assembled or in component form including balustrades and handrails for internal or external use. This European Standard does not consider the contribution of these elements to the overall structure design. The ability of a stair to contribute to the overall stability of the works or to the strength of the structure is not covered by this standard. Carpets on stairs are not covered by this Standard. i The surfaces of the wooden elements may be exposed or covered by finishes. Where stairs are supplied with a finish or covering, aesthetic or visual characteristics will not be covered by this Standard and references shall be made to the appropriate product standard (e.g. colour fastness of carpet finishes).

Traditionally designed prefabricated stairs made of solid wood - Specifications and requirements; German version EN 15644:2008

BS EN 15644:2008 实心木制传统设计型预制楼梯 规范和要求

This European Standard gives specifications and requirements for prefabricated stairs made of solid wood, i.e. where the components contributing to the fulfilment of mechanical resistance and stability characteristics are made of solid wood. These stairs are traditionally designed. NOTE 1 If the filling of the guarding does not contribute to the mechanical stability and resistance, the used material is not relevant. NOTE 2 Examples of traditionally made/designed stairs are given in Annex E. This European Standard covers: stairs either pre-assembled, partly pre-assembled or in component form including balustrades and handrails for internal or external use. This European Standard does not consider the contribution of these elements to the overall structure design. The ability of a stair to contribute to the overall stability of the works or to the strength of the structure is not covered by this standard. Carpets on stairs are not covered by this Standard. The surfaces of the wooden elements may be exposed or covered by finishes. Where stairs are supplied with a finish or covering, aesthetic or visual characteristics will not be covered by this Standard and references shall be made to the appropriate product standard (e.g. colour fastness of carpet finishes).

Traditionally designed prefabricated stairs made of solid wood - Specifications and requirements

DS/EN 15644:2009 传统设计的实木预制楼梯 规范和要求

This European Standard gives specifications and requirements for prefabricated stairs made of solid wood, i.e. where the components contributing to the fulfilment of mechanical resistance and stability characteristics are made of solid wood. These stairs are traditionally designed.NOTE 1 If the filling of the guarding does not contribute to the mechanical stability and resistance, the used material is not relevant. NOTE 2 Examples of traditionally made/designed stairs are given in Annex E.This European Standard covers: stairs either pre-assembled, partly pre-assembled or in component form including balustrades and handrails for internal or external use.This

Traditionally designed prefabricated stairs made of solid wood - Specifications and requirements

ANSI/NAAMM MBG532-2009 重型金属条栅手册

Heavy Duty Metal Bar Grating Manual

NF P68-203-2:2008 建筑施工.吊顶.第2部分:专用管理模型条款用合同单

Building works - Suspended ceilings - Part 2 : contract bill of special administrative model clauses.