P20 工程结构综合 标准查询与下载

NA to BS EN 1991-1-3-2003 欧洲法规1的英国国家附录.对建筑物的作用.第1-3部分:一般作用.雪载荷

To be read in conjunction with BS EN 1991-1-3:2003

UK National Annex to Eurocode 1: Actions on structures - Part 1-3: General actions - Snow loads

CECS 188-2005 钢管混凝土叠合柱结构技术规程

本规程适用于采用钢管混凝土叠合柱结构的非抗震和抗震设防烈度为6～9度的民用建筑结构的设计及施工。钢管混凝土叠合柱的钢管混凝土部分和钢管外钢筋混凝土部分可不同期施工，也可同期施工。

Technical specification for steel tube-reinforced concrete column structure

DIN 1055-5:2005 对结构物的作用.第5部分:雪载荷和冰载荷

Actions on structures - Part 5: Snowloads and ice loads

DIN 1055-6:2005 对结构物的作用.第6部分:建筑物的设计载荷和筒仓载荷

This draft standard encloses general principles and provisions for actions for the design of silos including some relevant geotechnical guidelines and instructions concerning actions due to dust explosions of bulk materials.

Actions on structures - Part 6: Design loads for buildings and loads in silo bins

DIN EN ISO 9046:2005 房屋建筑.连接产品.恒温下密封胶的粘附/粘合性能的测定

This International Standard specifies a method for the determination of the adhesion/cohesion properties of sealants with predominantly plastic behaviour which are used in joints in building construction.

Building construction - Jointing products - Determination of adhesion/cohesion properties of sealants at constant temperature (ISO 9046:2002); German version EN ISO 9046:2004

DIN 1055-4:2005 对结构物的作用.第4部分:风荷载

This standard gives general procedures and the action for the determination of wind loads for the design of structures, including chimneys, for a hight up to 300 m. Further rules for the determination of wind loads for traffic and railroad bridges with spans up to 200 m as well as pedestrian bridges with spans up to 30 m are given. Moreover the determination of wind loads for execution situations of structures and for structures with a limited working live is described.

Action on structures - Part 4: Wind loads

ASTM D653-05 土壤、岩石和所含液体的相关标准术语

1.1 These definitions apply to many terms found in the Terminology section of standards of ASTM Committee D18.1.2 This standard defines terms related to soil, rock, and contained fluids found in the terminology sections of standards under the jurisdiction of ASTM Committee D18.1.3 These terms define many words found in the Terminology section of standards of ASTM Committee D18.1.4 Definitions of terms relating to frozen soils are contained in Terminology D 7099.

Standard Terminology Relating to Soil, Rock, and Contained Fluids

ASTM C1242-05 规格石锚固系统的选择、设计和安装的标准指南

1.1 This guide covers the categories of anchors and anchoring systems and discusses the design principles to be considered in selecting anchors or systems that will resist gravity loads and applied loads.1.2 This guide sets forth basic requirements for the design of stone anchorage and provides a practical checklist of those design considerations.1.3 This guide pertains to:1.3.1 The anchoring of stone panels directly to the building structure for support,1.3.2 The anchoring of stone panels to subframes or to curtainwall components after these support systems are attached to the building structure,1.3.3 The anchoring of stone panels to subframes or to curtainwall components with stone cladding preassembled before these support systems are attached to the building structure, and1.3.4 The supervision and inspection of fabrication and installation of the above.1.4 Observe all applicable regulations, specific recommendations of the manufacturers, and standards governing interfacing work.1.5 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only.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. (See Tables 1 and 2.)

Standard Guide for Selection, Design, and Installation of Dimension Stone Anchoring Systems

ASTM E72-05 建筑工程用板条的传导强度试验的标准试验方法

The procedures described are those that will test the behavior of segments of wall construction under conditions representative of those encountered in service. Performance criteria based on data from those procedures can ensure structural adequacy and service life.1.1 These test methods cover the following procedures for determining the structural properties of segments of wall, floor, and roof constructions:1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.

Standard Test Methods of Conducting Strength Tests of Panels for Building Construction

ASTM C1363-05 用高温实验室法测定建筑材料和包装组件热性能的标准试验方法

1.1 This test method establishes the principles for the design of a hot box apparatus and the minimum requirements for the determination of the steady state thermal performance of building assemblies when exposed to controlled laboratory conditions. This method is also used to measure the thermal performance of a building material at standardized test conditions such as those required in material Specifications C 739, C 764, C 1224 and Practice C 1373.1.2 This test method is used for large homogeneous or non-homogeneous specimens. This test method applies to building structures or composite assemblies of building materials for which it is possible to build a representative specimen that fits the test apparatus. The dimensions of specimen projections or recesses are controlled by the design of the hot box apparatus. Some hot boxes are limited to planar or nearly planar specimens. However, larger hot boxes have been used to characterize projecting skylights and attic sections. See 3.2 for a definition of the test specimen and other terms specific to this method.Note 18212;This test method replaces Test Methods C 236, the Guarded Hot Box, and C 976, the Calibrated Hot Box which have been withdrawn. Test apparatus designed and operated previously under Test Methods C 236 and C 976 will require slight modifications to the calibration and operational procedures to meet the requirements of Test Method C 1363.178;1.3 A properly designed and operated hot box apparatus is directly analogous to the Test Method C 177 guarded hot plate for testing large specimens exposed to air induced temperature differences. The operation of a hot box apparatus requires a significant number of fundamental measurements of temperatures, areas and power. The equipment performing these measurements requires calibration to ensure that the data are accurate. During initial setup and periodic verification testing, each measurement system and sensor is calibrated against a standard traceable to a national standards laboratory. If the hot box apparatus has been designed, constructed and operated in the ideal manner, no further calibration or adjustment would be necessary. As such, the hot box is considered a primary method and the uncertainty of the result is analyzed by direct evaluation of the component measurement uncertainties of the instrumentation used in making the measurements.1.3.1 In an ideal hotbox test of a homogenous material there is no temperature difference on either the warm or cold specimen faces to drive a flanking heat flow. In addition, there would be no temperature differences that would drive heat across the boundary of the metering chamber walls. However, experience has demonstrated that maintaining a perfect guard/metering chamber balance is not possible and small corrections are needed to accurately characterize all the heat flow paths from the metering chamber. To gain this final confidence in the test result, it is necessary to benchmark the overall result of the hot box apparatus by performing measurements on specimens having known heat transfer values and comparing those results to the expected values.1.3.2 The benchmarking specimens are homogeneous panels whose thermal properties are uniform and predictable. These panels, or representative sections of the panels, have had their thermal performance measured on other devices that are directly traceable or have been favorably compared to a national standards laboratory. For example, a Test Method C 177 Hot Plate, a Test Method C 518 Heat Meter or another Test Method C 1363 Hot Box will provide adequate specimens. Note that the use of Test Method C 518 or similar apparatus creates additional uncertainty since those devices are calibrated using transfer standards or standard reference materials. By performing this benchmarking process, the hot box operator is able to develop the additional equations that predict the magnitude of the corre......

Standard Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus

NA to BS EN 1990-2002+A1-2005 欧洲规范的英国附录.结构设计基础

This National Annex gives nationally determined parameters for the following clauses of BS EN 1990:2002+A1:2005. a) The nationally determined parameters for the clauses below apply to buildings and civil engineering works. (See NA.2.1.) — A1.1(1) b) The nationally determined parameters for the clauses below apply to buildings (See NA.2.2.) — A1.2.1 (1) NOTE 2 — A1.2.2 (Table A1.1) NOTE — A1.3.1 (1) [Tables A1.2(A) to (C)] NOTE — A1.3.1 (5) NOTE — A1.3.2 (Table A1.3) — A1.4.2 (2) NOTE c) Nationally determined parameters for the clauses below apply to bridges (see NA.2.3). — A2.1.1(1) NOTE 3 — A2.2.1 (2) NOTE 1 — A2.2.2 (1), (3), (4), (6) — A2.2.3 (2), (3), (4) — A2.2.4 (1), (4) — A2.2.6 (1) NOTE 1, NOTE 2, NOTE 3 — A2.3.1 (1), (5), (7), (8) — A2.3.2 (1), Table A2.5 NOTE — A2.4.1 (1) NOTE 1, Table A2.6 NOTE 2, (2) NOTE — A2.4.3.2 (1) NOTE — A2.4.4.1 (1) NOTE 3 — A2.4.4.2.1 (4)P NOTE — A2.4.4.2.2 Table A2.7 NOTE — A2.4.4.2.2 (3)P NOTE — A2.4.4.2.3 (1) NOTE — A2.4.4.2.3 (2) NOTE, (3) NOTE — A2.4.4.2.4 (2) NOTE, Table A2.8 NOTE 3 — A2.4.4.2.4 (3) NOTE — A2.4.4.3.2 (6) NOTE d) Guidance on use of the Informative Annexes B, C and D for buildings and civil engineering works. (See NA.3.1.) e) Guidance on use of the Informative Annexes B, C and D for bridges. (See NA.3.2.) f) References to non-contradictory complementary information applicable to buildings and civil engineering works. (See NA.4.1.) g) References to non-contradictory complementary information applicable to bridges. (See NA.4.2.)

UK National Annex for Eurocode - Basis of structural design

NF P06-100-2:2004 欧洲法规.结构设计基础.第2部分:EN 1990-2002的国家附录

Eurocodes - Basis of structural design - Part 2 : national annex to EN 1990:2002.

NF P06-111-2:2004 欧洲法规.结构设计基础.第2部分:EN 1991-1-1-2002的国家附录

Eurocodes - Basis for structural design - Part 2 : national annex to EN 1991-1-1:2002.

ASHRAE 4702-2004 建筑围护结构,对使用超宽带雷达水分检测的初步调查

A Preliminary Investigation on the Use of Ultra-Wideband Radar for Moisture Detection in Building Envelopes

A Preliminary Investigation on the Use of Ultra-Wideband Radar for Moisture Detection in Building Envelopes

ASHRAE 4697-2004 一个建筑能耗分析软件,空气调节模型验证和实施

An Air-Conditioning Model Validation and Implementation into a Building Energy Analysis Software

An Air-Conditioning Model Validation and Implementation into a Building Energy Analysis Software

ASTM E1925-04 刚性壁浮动结构物的工程和设计标准规范

1.1 This specification covers engineering and design criteria required for the development of rigid wall relocatable structures (RWRS) and shall be applied to the design of expandable and non-expandable RWRSs. This specification applies to present engineering and design requirements for effective RWRSs which are operable in a variety of environments without degradation and are capable of all specified transport modes. This specification shall be applied to the design of expandable and non-expandable RWRSs. This specification is a conversion of a military standard that was approved by all departments and agencies of the Department of Defense. 1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parenthesis are for information only. 1.3 The following safety hazards caveat pertains only to the test required portion, Section 10, of this specification. This specification 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 specification to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures

ASTM E72-04 建筑结构用板条的传导强度试验的标准试验方法

1.1 These test methods cover the following procedures for determining the structural properties of segments of wall, floor, and roof constructions:SectionTest Specimens3Loading4Deformation Measurements5Reports6Precision and Accuracy7TESTING WALLSSignificance and Use8Compressive Load9Tensile Load10Transverse Load-Specimen Horizontal11Transverse Load-Specimen Vertical12Concentrated Load13Impact Load-See Test Methods E 695 and E 661Racking Load-Evaluation of Sheathing Materials on a Standard Wood Frame14Racking Load-Evaluation of SheathingMaterials (Wet) on a Standard WoodFrame15TESTING FLOORSSignificance and Use16Transverse Load17Concentrated Load18Impact Load-See Test Methods E 695 andE 661TESTING ROOFSSectionSignificance and Use19Transverse Load20Concentrated Load21APPENDIXTechnical InterpretationAppendix X11.2 Metric units are to be considered as the primary standard units.

Standard Test Methods of Conducting Strength Tests of Panels for Building Construction

DIN 1055-9:2003 对结构的作用.第9部分:意外作用

Actions on structures - Part 9: Accidental actions

BS EN 1991-1-3:2003 欧洲法规1:对结构的作用.一般作用.雪荷载

(1) EN 1991-1-3 gives guidance to determine the values of loads due to snow to be used for the structural design of buildings and civil engineering works. (2) This Part does not apply for sites at altitudes above 1 500 m, unless otherwise specified. NOTE 1: Advice for the treatment of snow loads for altitudes above 1 500 m may be found in the National Annex. (3) Annex A gives information on design situations and load arrangements to be used for different locations. NOTE: These different locations may be identified by the National Annex. (4) Annex B gives shape coefficients to be used for the treatment of exceptional snow drifts. NOTE: The use of Annex B is allowed through the National Annex. (5) Annex C gives characteristic values of snow load on the ground based on the results of work carried out under a contract specific to this Eurocode, to DGⅢ / D3 of the European Commission. The objectives of this Annex are: - to give information to National Competent Authorities to help them to redraft and update their national maps; - to help to ensure that the established harmonised procedures used to produce the maps in this Annex are used in the member states for treating their basic snow data. (6) Annex D gives guidance for adjusting the ground snow loads according to the return period. (7) Annex E gives information on the bulk weight density of snow. (8) This Part does not give guidance on specialist aspects of snow loading, for example: - impact snow loads resulting from snow sliding off or falling from a higher roof; - the additional wind loads which could result from changes in shape or size of the construction works due to the presence of snow or the accretion of ice; - loads in areas where snow is present all year round; - ice loading; - lateral loading due to snow (e.g. lateral loads exerted by drifts); - snow loads on bridges.

Eurocode 1. Actions on structures - General actions - Snow loads

JGJ 114-2003（条文说明） 钢筋焊接网混凝土结构技术规程

Technical specification for concrete structures reinforced with welded steel fabric(explanation)