P04 基础标准与通用方法 标准查询与下载

DIN EN ISO 3766:2004 建筑工程制图.钢筋混凝土的简化画法

The standard specifies the simplified representation of reinforcement in reinforced concrete and in prestressed concrete. It defines the representation of bars and rules for the application on drawings

Construction drawings - Simplified representation of concrete reinforcement (ISO 3766:2003); German version EN ISO 3766:2003

BS EN 1991-1-5:2003 欧洲法规 1.对建筑物的作用.一般作用.热作用

(1) EN 1991-1-5 gives principles and rules for calculating thermal actions on buildings, bridges and other structures including their structural elements. Principles needed for cladding and other appendages of buildings are also provided. (2) This Part describes the changes in the temperature of structural elements. Characteristic values of thermal actions are presented for use in the design of structures which are exposed to daily and seasonal climatic changes. Structures not so exposed may not need to be considered for thermal actions. (3) Structures in which thermal actions are mainly a function of their use (e.g. cooling towers, silos, tanks, warm and cold storage facilities, hot and cold services etc) are treated in Section 7. Chimneys are treated in EN 13084-1.

Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions

BS EN 13399:2003 临时边缘保护设备.产品规范、试验方法

Identical with IP 517/2004.

Methods of test for petroleum and its products - BS 2000-517:Bitumen and bituminous binders - Determination of storage stability of modified bitumen

JIS A 0101 ERRATUM 1:2003 勘误表

ERRATUM

ASCE 7 GUIDE-2004 风力载荷使用指南.ASCE 7-02

The wind load provisions of Section 6.0 were revised in ASCE 7-02 using recent research and development achievements. The major changes involve expansion of the simplified procedure, load cases for main wind forceresisting systems (MWFRS), and introduction of surface roughness length to define exposure coefficients.

Guide To The Use Of The Wind Load Provisions Of ASCE 7-02

ARI 850-2004 工商业空气过滤设备作业评定标准

This standard applies to factory-made Air Filter Equipment and Air Filter Media as used in such equipment, for removing particulate matter, when used in environmental conditioning of inhabited spaces in commercial and industrial facilities.

Standard for Performance Rating of Commercial and Industrial Air Filter Equipment

ASME Y14.100-2004 工程图实施规程

This Standard establishes the essential requirements and reference documents applicable to the preparation and revision of engineering drawings and associated lists. It is essential that this Standard be used in close conjunction with ASME Y14.24, ASME Y14.34M, and ASME Y14.35M.

Engineering Drawing Practices

ASTM E2114-04 与建筑物性能相关的稳定性的标准术语

1.1 This terminology consists of terms and definitions pertaining to sustainable development; and, in particular to sustainability relative to the performance of buildings.1.2 The purpose of this terminology is to provide meanings and explanations of terms applicable to sustainable development. In the interest of common understanding and standardization, consistent word usage is encouraged to help eliminate the major barrier to effective technical communication.1.3 It is recommended that terms used only within an individual standard, and having a meaning unique to that standard, be defined or explained in the terminology section of that individual standard.1.4 Certain standard definitions herein are adopted from other sources. Each is an exact copy. The source is identified at the right margin following the definition, and is listed in Section .1.5 Terms are listed in alphabetical sequence. Compound terms appear in the natural spoken order.

Standard Terminology for Sustainability Relative to the Performance of Buildings

ASTM C1591-04 AAC弹性模量的测定的标准试验方法

This test method is intended to provide simplified and economical means for obtaining data on the chord modulus of elasticity developed for different types of AAC grades.1.1 This procedure covers the determination of the modulus of elasticity of Autoclaved Aerated Concrete (AAC) in compression by determining the stress-strain behavior. AAC is a cementitious product based on calcium silicate hydrates in which low density is attained by the inclusion of an agent resulting in macroscopic voids, and is subjected to high pressure steam curing.Note 1 - Installed units covered by this standard must be protected against direct exposure to moisture using a coating material accepted by the AAC manufacturer.1.2 AAC tested in accordance with this test method shall comply with Specification C 1386.1.3 The values stated in SI units are to be regarded as the standard. The values given 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 Determination of the Modulus of Elasticity of AAC

ASTM D6725-04 未固结含水土层里预制的滤网式监测井的直推式安装的标准实施规程

This practice is intended to provide the user with information on the appropriate methods and procedures for installing prepacked screen monitoring wells by direct push methods. The monitoring wells may be used to obtain representative water quality samples for aqueous phase contaminants or other analytes of interest, either organic or inorganic (Kram et al. 2000, McCall 2000, McCall et al. 1997). The monitoring wells may also be used to obtain information on the potentiometric surface of the local aquifer and properties of the formation such as hydraulic conductivity or transmissivity. Use of direct push methods to install monitoring wells can significantly reduce the amount of potentially hazardous drill cuttings generated during well installation at contaminated sites. This may significantly reduce cost of an environmental site investigation and ground water monitoring program. Minimizing generation of hazardous waste also reduces the exposure hazards to site workers, local residents, and the environment. Direct push methods for monitoring well installation are limited to use in unconsolidated formations such as alluvial/stream sediments, glacial deposits, and beach type sediments. Direct push methods are generally successful at penetrating clays, silts, sands and some gravel. Deposits such as soils with thick caliche layers, or glacial tills with large cobbles or boulders may be difficult or impossible to penetrate to the desired depth. Direct push methods are not designed for penetration of consolidated bedrock such as limestone, granite or gneiss.1.1 This practice is based on recognized methods by which direct push monitoring wells may be designed and installed for the purpose of detecting the presence or absence of a contaminant, and collecting representative ground water quality data. The design standards and installation procedures herein are applicable to both detection and assessment monitoring programs for facilities.1.2 The recommended monitoring well design, as presented in this practice, is based on the assumption that the objective of the program is to obtain representative ground water information and water quality samples from aquifers. Monitoring wells constructed following this practice should produce relatively turbidity-free samples for granular aquifer materials ranging from gravels to silty sand. Strata having grain sizes smaller than the recommended design for the smallest diameter filter pack materials should be monitored by alternative monitoring well designs which are not addressed in this practice.1.3 Direct push procedures are not applicable for monitoring well installation under all geologic and soil conditions (for example, installation in bedrock). Other rotary drilling procedures are available for penetration of these consolidated materials for well construction purposes (Guide D 5092). Additionally, under some geologic conditions it may be appropriate to install monitoring wells without a filter pack (EPA 1991). Guide D 6724 may be referred to for additional information on these and other methods for the direct push installation of ground water monitoring wells.1.4 The values stated in inch-pound units are to be regarded as standard. The values in parentheses are for information only.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.This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgement. Not all aspects of this practice may be applicable in all circumstances. This ASTM standard is not intended to represent or repla......

Standard Practice for Direct Push Installation of Prepacked Screen Monitoring Wells in Unconsolidated Aquifers

ASTM C1483/C1483M-04(2009) 建筑物外部防太阳辐射涂层的标准规范

1.1 The purpose of this specification is to provide general requirements for products used to reduce thermal loads on buildings by reflecting solar radiation from roofs and walls. Radiation control coating (RCC) is a liquid applied coating having a solar reflectance of 0.8 and an ambient temperature infrared emittance of at least 0.8. 1.2 This specification covers the physical and mechanical properties of liquid-applied radiation control coatings (RCCs) designed for exterior application on buildings or other structures, where ambient air temperatures range form -34 to 54°C [-30 to 130°F]. The specification also includes the testing procedures by which the acceptability of the material may be determined. 1.3 The products that comply with this specification may be used for other applications and have other properties not covered by this specification. In such cases, it is advisable to check other specifications that address the applications of interest. 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 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 Exterior Solar Radiation Control Coatings on Buildings

ASTM C1321-04 建筑物内部辐射控制涂层系统(IRCCS)的安装和使用的标准实施规程

This practice recognizes that effectiveness, safety, and durability of an IRCCS depends not only on the quality of the materials, but also on the proper installation. Improper installation of an IRCCS will reduce its thermal effectiveness, cause fire risks and other unsafe conditions, and promote deterioration of the structure in which it is installed. Specific hazards that can result from improper installation include: heat buildup in recessed lighting fixtures, deterioration of failure of electrical wiring components, and deterioration of wood structures and paint failure due to moisture accumulation. This practice provides recommendations for the installation of IRCCS materials in a safe and effective manner. Actual conditions in existing buildings will vary greatly.In some cases additional care should be taken to ensure safe and effective installation. This practice presents requirements that are general in nature and considered practical. They are not intended as specific recommendations. The user should consult the manufacturer for recommended application methods. 1.1 This practice has been prepared for use by the designer, specifier, and applicator of IRCCS (Interior Radiation Control Coating Systems) for use in building construction. The scope is limited to recommendations related to the use and installation of IRCCS, including a surface(s) having a far-infrared emittance of 0.25 or less that is sprayed or painted. Some examples that this practice is intended to address include: (1) low emittance surfaces in vented building envelope cavities intended to retard radiant transfer across the vented airspace; (2) low emittance surfaces at interior building surfaces intended to retard radiant transfer to or from building inhabitants; and (3) low emittance surfaces at interior building surfaces intended to reduce radiant transfer to or from heating or cooling systems. See Fig. 1 and Fig. 2 for typical applications.1.2 This practice covers the installation process from pre-installation inspection through post-installation. It does not cover the production of the Interior Radiation Control Coating Materials.1.3 This practice is not intended to replace the manufacturer''s installation instructions, but it shall be used in conjunction with such instructions. This practice is not intended to supersede local, state, or federal codes.1.4 This practice assumes that the installer possesses a good working knowledge of the application codes and regulations, safety practices, tools, equipment, and methods necessary for the installation of Interior Coating Materials. It also assumes that the installer understands the fundamentals of building construction that affect the installation of an IRCCS.1.5 When the installation or use of Interior Radiation Control Coating Materials, accessories, and systems may pose safety or health problems, the manufacturer shall provide the user appropriate current information regarding any known problems associated with the recommended use of the company''s products and shall also recommend protective measures to be employed in their safe utilization. The user shall establish appropriate safety and health practices and determine the applicability of regulatory requirements prior to use.1.6 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. Specific precautionary statements are contained in Sections 5 and 7.

Standard Practice for Installation and Use of Interior Radiation Control Coating Systems (IRCCS) in Building Construction

ASTM D5335-04 用粘结的电阻应变仪测定岩石热膨胀线性系数的标准试验方法

1.1 This test method covers the laboratory determination of the linear (one-dimensional) coefficient of thermal expansion of rock using bonded electric resistance strain gages.1.2 This test method is applicable for unconfined pressure conditions over the temperature range from 20 to 260C (68 to 500F).Note 1Unconfined tests performed at elevated temperatures may alter the mineralogy or grain structure of the test specimen. This alteration may change the physical and thermal properties of the test specimen.Note 2The strain gages are mounted with epoxy. Most commercially available high temperature epoxies require elevated temperature curing. The elevated temperature required for this curing may alter the physical and thermal properties of the test specimen. Epoxy should be selected based upon the maximum expected test temperature. Room temperature curing epoxy should be used whenever possible.1.3 The test specimens may be either saturated or dry. If saturated specimens are used, then the test temperature shall be at least 10C (18F) less than the boiling point of the saturating fluid in order to minimize the effects of evaporization of the fluid.Note 3When testing a saturated specimen, the moisture content of the specimen may change unless special precautions are taken to encapsulate the test specimen. Refer to .1.4 For satisfactory results in conformance with this test method, the principles governing the size, construction, and use of the apparatus described in this test method should be followed. If the results are to be reported as having been obtained by this test method, then all pertinent requirements prescribed in this test method shall be met.1.5 It is not practicable in a test method of this type to aim to establish details of construction and procedure to cover all contingencies that might offer difficulties to a person without technical knowledge concerning the theory of heat flow, temperature measurement, and general testing practices. Standardization of this test method does not reduce the need for such technical knowledge. It is recognized also that it would be unwise, because of the standardization of this test method, to resist in any way the further development of improved or new methods or procedures by research workers.1.6 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only.1.7 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D 6026.1.7.1 The method used to specifiy how data are collected, calculated, or recorded in this standard is not directly related to the accuracy to which the data can be applied in design or other uses, or both. How one applies the results obtained using this standard is beyond its scope.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 requirements prior to use.

Standard Test Method for Linear Coefficient of Thermal Expansion of Rock Using Bonded Electric Resistance Strain Gages

PD 6612-2004 建筑过程规则准备指南

This Published Document gives guidance to committees on the preparation of codes of practice for building covered by the Sector Committee for Building and Civil Engineering, B/-. It does not cover civil engineering and structural design codes, or fire standards. This document builds on the guidance given in previous editions of PD 6501 and makes reference to the most recent edition of BS 0-3 for detailed information on BSI requirements for the drafting and preparation of British Standards.

Guidance on the preparation of codes of practice for building

KS F ISO 7518:2003 技术制图.建筑技术制图.拆除和重建的简化表示法

이 규격은 일반적인 배치도, 조립 도면상에서 철거와 개축에 관련된 기호, 표시(mark

Technical drawings－Construction drawings－Simplified representation of demolition and rebuilding

KS F ISO 7437:2003 技术制图.建筑技术制图.预制结构件生产图纸通用规则

이 규격은 조립식 구조물 구성재의 생산 도면 작성 일반 사항에 대하여 규정한다.조립

Technical drawings－Construction drawings－General rules for execution of production drawings for prefabricated structural components

KS F ISO 7519:2003 技术制图.建筑技术制图.总体布置图和构件图表示法的一般原理

이 규격은 건물과 건축 제도 영역에 한정하여 일반적인 배치와 조립에 대해 건축 제도에

Technical drawings－Construction drawings－General principles of presentation for general arrangement and assembly drawings

ISO 3766:2003 建筑工程制图.混凝土加筋的简化画法

This International Standard specifies the simplified representation and the characterization of reinforcement in reinforced and in prestressed concrete for use in construction drawings. It also establishes a system for the scheduling of reinforced bars, comprising — a method for specifying dimensions, — a coding system for bar shapes, — a schedule of preferred shapes, and — a shape schedule and bending schedule.

Construction drawings - Simplified representation of concrete reinforcement

BS EN 13564-3:2003 建筑物防溢流设备.质量保证

This European Standard specifies the requirements for anti-flooding devices for buildings to ensure conformity of these products with EN 13564-1.

Anti-flooding devices for buildings - Quality assurance

KS F ISO 4157-2:2003 建筑制图.命名体制.第2部分:房间名称与编码

이 규격은 실의 명칭과 번호의 구분을 위한 구분 체계에 대하여 규정한다.프로젝트의

Construction drawings-Designation systems-Part 2 : Room names and numbers