91.060.30 天花板、地板、楼梯 标准查询与下载

ASTM E580/E580M-11b 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

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 Ceilings less than or equal to 144 square feet and surrounded by walls connected to the structure above are exempt from the requirements of this practice. 1.5 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. 1.6 Ceiling areas of 1000 ft2 [92.9 m2 ] or less shall be exempt from the lateral force bracing requirements of 5.2.8. 1.7 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. 1.8 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: 1.8.1 The design load for such items shall equal 1.4 times the vertical operating weight. 1.8.2 Seismic interaction effects shall be considered in accordance with 5.7. 1.8.3 The connection to the structure shall allow a 360° range of motion in the horizontal plane. 1.9 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 independently of the other. Combining values from the two systems result in nonconformance with the specification. 1.10 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 Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions

BS 8201:2011 木地板和人造木板的安装操作规程

This British Standard gives recommendations for laying the following types of flooring: Board Pre-assembled board Strip Mosaic Overlay Parquet Block End grain flooring Multi-layer Wood-based panels. This British Standard does not cover the protection afforded to a floor by floor coverings or surface finishes. This British Standard does not cover floors for temporary structures or floors intended for limited use. Different considerations might apply to these floors.

Code of practice for installation of flooring of wood and wood-based panels

KS L ISO 26423-2011(2016) 精细陶瓷（高级陶瓷、高级工业陶瓷）－用弧坑磨削法测定涂层厚度

Fine ceramics (advanced ceramics, advanced technical ceramics)－Determination of coating thickness by crater-grinding method

KS L ISO 26423-2011(2021) 精细陶瓷（高级陶瓷、高级工业陶瓷）－用环形磨削法测定涂层厚度

Fine ceramics (advanced ceramics, advanced technical ceramics)－Determination of coating thickness by crater-grinding method

KS L ISO 26423:2011 精细陶瓷(高级陶瓷、高级工业陶瓷).用坑状磨削法测定涂层厚度

이 표준은 구면 연삭 후 생긴 구멍을 현미경으로 측정하는 크레이터연삭(crater-grin

Fine ceramics (advanced ceramics, advanced technical ceramics)-Determination of coating thickness by crater-grinding method

GSO ASTM E985:2011 建筑物永久性金属栅栏和栏杆的标准规范

1.1 This specification2 covers permanent metal railing systems (guard, stair, and ramp-rail systems) and rails (hand, wall, grab, and transfer rails) installed in and for agricultural, assembly, commercial, educational, industrial, institutional, recreational, and residential buildings. 1.2 This specification is intended to be applied to permanent metal railing systems for buildings and to such railing systems and rails having major structural components made of metal, with their secondary components made of metal or other materials such as wood, plastics, and glass. 1.3 This specification considers that today’s and tomorrow’s overall outlook is based on the health and safety of all potential users of buildings. The criteria incorporated in this specification provide for normal and anticipated building uses, but not for abuses for which the building and its components are not designed. 1.4 This specification establishes basic minimum requirements and criteria that lead to satisfactory products under normal use conditions and does not give consideration to design criteria for specific field conditions, the establishment of which is the prerogative and responsibility of the designer, specification writer, and code agencies. 1.5 Sources of supportive information are listed in the Reference section (1-28).3 1.6 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 1.7 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 Specification for Permanent Metal Railing Systems and Rails for Buildings

EN 1168:2005+A3:2011 预制混凝土产品.空芯板 包含修改件A3,2011

This European Standard deals with the requirements and the basic performance criteria and specifies minimum values where appropriate for precast hollow core slabs made of prestressed or reinforced normal weight concrete according to EN 1992-1-1:2004. This European Standard covers terminology, performance criteria, tolerances, relevant physical properties, special test methods, and special aspects of transport and erection. Hollow core elements are used in floors, roofs, walls and similar applications. In this European Standard the material properties and other requirements for floors and roofs are dealt with; for special use in walls and other applications, see the relevant product standards for possible additional requirements. The elements have lateral edges with a grooved profile in order to make a shear key to transfer shear through joints contiguous elements. For diaphragm action the joints have to function as horizontal shear joints. To improve this action vertical grooves may be provided. The elements are manufactured in factories by extrusion, slipforming or mouldcasting. Fitting slabs (narrowed slab elements) and recesses to the hollow core slabs can be made during production or afterwards. Hollow core slabs can have provisions for thermal activation, heating, cooling, sound insulation, etc. Due to these provisions, the concrete temperature remains in it’s natural range. This European Standard also deals with solid slab elements used in conjunction with hollow core slabs and manufactured by extrusion, slipforming or mouldcasting, equivalent to the manufacturing of hollow core slabs. These solid slabs have the same overall cross-section as hollow core slabs, however without hollow cores. The application of the standard is limited for prestressed elements to a maximum depth of 500 mm and for reinforced elements to a maximum depth of 300 mm. For both types, the maximum width without transverse reinforcement is limited to 1 200 mm and with transverse reinforcement to 2 400 mm. The elements may be used in composite action with an in situ structural topping cast on site. The applications considered are floors and roofs of buildings, including areas for vehicles in the category F and G of EN 1991-1-1 which are not subjected to fatigue loading. For building in seismic zones additional provisions are given in EN 1998-1. This European Standard does not deal with complementary matters. E.g. the slabs should not be used in roofs without additional protection against water penetration.

Precast concrete products - Hollow core slabs

BS 5395-4:2011 限制进入的楼梯设计实施规范

This part of BS 5395 gives recommendations for the design of stairs suitable for use in limited access situations for dwellings only.Such stairs include straight,spiral and alternating tread stair designs. Limited access for industrial settings is covered in BS EN ISO 14122, BS 5395-3 and BS 4211. These standards apply to all limited access situations for non-domestic buildings.

Code of practice for the design of stairs for limited access

UL 779-2011 导电地板材料

Electrically conductive floorings

DIN 18065:2011 楼房的楼梯.术语,测量规则和主要尺寸规格

Stairs in buildings - Terminology, measuring rules, main dimensions

ANSI/SDI C-2011 复合钢板楼面承接板-台面板标准

SDI-C-2011 is a revision of the existing ANSI/SDI-C1.0 standard. SDI-C-2011 is a standard for composite steel floor deck to be used by designers, specifiers, manufacturers, and installers of composite steel floor deck-slabs. The specification sets guidelines and requirements relating to quality assurance, materials, design, materials handling, and installation of composite steel floor deck. Non-mandatory user notes are included for further clarification and guidance.

Standard for Composite Steel Floor Deck-Slabs

ANSI/UL 779-2011 导电地板材料安全标准

This proposed Eighth Edition of the Standard for Electrically Conductive Floorings is being issued to obtain ANSI approval. No technical changes have been made to this standard.

Standard for Safety for Electrically Conductive Floorings

ASTM E580/E580M-11 在遭受地震地区安装隔音砖和镶板用天花板吊顶系统的标准操作规程

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 Ceilings less than or equal to 144 square feet and surrounded by walls connected to the structure above are exempt from the requirements of this practice. 1.5 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. 1.6 Ceiling areas of 1000 ft2 [92.9 m2] or less shall be exempt from the lateral force bracing requirements of 5.2.8. 1.7 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. 1.8 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: 1.8.1 The design load for such items shall equal 1.4 times the vertical operating weight. 1.8.2 Seismic interaction effects shall be considered in accordance with 5.7. 1.8.3 The connection to the structure shall allow a 360° range of motion in the horizontal plane. 1.9 The values stated in either inch-pound or SI units are to be regard......

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

DIN EN 14975:2010 阁楼梯子.要求,标记和试验;德文版本EN 14975-2006+A1-2010

Loft ladders - Requirements, marking and testing; German version EN 14975:2006+A1:2010

LST EN 14975-2006+A1-2010 阁楼梯 要求、标记和测试

Loft ladders - Requirements, marking and testing

ASTM E894-88(2010) 建筑物用永久金属护栏系统和导轨锚固的标准试验方法

1.1 This test method describes procedures to be followed in testing the performance of the anchorage of all types of new and existing permanent metal railing systems (guard, stair, and ramp-rail systems), and rails (hand, grab, and transfer rails) installed in and for agricultural, assembly, commercial, educational, industrial, institutional, recreational, and residential buildings. 1.2 This test method is applicable to railing systems and rails having major structural components made of metal and secondary components made of metal or other materials such as wood, plastics, and glass. 1.3 The test method described can be used to determine whether the anchorage of permanent metal railing systems and rails complies with anticipated performance requirements. 1.4 Specifically, this test method covers procedures for determining the static tension, shear, and moment resistance of anchorages for permanent metal railing systems, and rails in structural elements made of concrete, masonry, wood, and metal as well as related products. 1.5 No consideration is given in this test method to any possible deterioration of anchorage systems, resulting from adverse environmental conditions. The performance of special tests covering this aspect may be desirable. 1.6 Should computations make it possible to provide the needed information, testing may be employed for purposes of verification. 1.7 The values stated in SI units are to be regarded as standard. The values given in parentheses are mathematical conversions to inch-pound units that are provided for information only and are not considered standard. 1.8 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 specific hazard statements, see Section 6.

Standard Test Method for Anchorage of Permanent Metal Railing Systems and Rails for Buildings

ASTM C627-10e1 使用Robinson型地板测试仪评估陶瓷地砖安装系统的标准测试方法

1.1 This test method covers the evaluation of ceramic floor tile installation systems, using the Robinson2 -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. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Method for Evaluating Ceramic Floor Tile Installation Systems Using the Robinson-Type Floor Tester

EN 14975:2006+A1:2010 阁楼梯子.要求,标记和测试

This European Standard specifies terms and definitions, product requirements and test methods for the construction and performance of loft ladders.

Loft ladders - Requirements, marking and testing

BS 5395-1:2010 楼梯.直步和拉丝楼梯的设计实施规程

This part of BS 5395 gives recommendations for the design of stairs with straight flights, including landings and winders for all types of building and industrial walkways. NOTE 1 External walkways are covered in BS 8300. It does not apply to steps or stairs which are not connected to a building, for example, those which are part of the surrounding landscape or which provide entry to a property. Whilst information within this standard is relevant to external stairs, a range of additional issues such as durability, performance in variable environmental conditions and the inconsistency of natural lighting can mean that application of this standard alone does not address issues of safety and convenience in external situations. NOTE 2 BS 8300 addresses these issues in more detail. This standard does not cover spiral or helical stairs, which are addressed within BS 5395-2. Industrial stairs are covered in BS 4592-0. The standard does not apply to ramps, whether stepped or not, nor to ladders nor to steps within swimming pools. This standard does not cover limited-use stairs e.g. stairs to be used in loft or basement conversions, which will be addressed within BS 5395-4 ).

Stairs - Code of practice for the design of stairs with straight flights and winders

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