P23 木结构工程 标准查询与下载

DIN EN 1997-1:2005 欧洲法规7:土木技术设计.第1部分:总则

1.1.1 Scope of EN 1997 (1) EN 1997 is intended to be used in conjunction with EN 1990:2002, which establishes the principles and requirements for safety and serviceability, describes the basis of design and verification and gives guidelines for related aspects of structural reliability. (2) EN 1997 is intended to be applied to the geotechnical aspects of the design of buildings and civil engineering works. It is subdivided into various separate parts (see 1.1.2 and 1.1.3). (3) EN 1997 is concerned with the requirements for strength, stability, serviceability and durability of structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered. (4) Numerical values of actions on buildings and civil engineering works to be taken into account in design are provided in EN 1991 for the various types of construction. Actions imposed by the ground, such as earth pressures, shall be calculated according to the rules of EN 1997. (5) Separate European Standards are intended to be used to treat matters of execution and workmanship. They are denoted in the relevant sections. (6) In EN 1997 execution is covered to the extent that is necessary to comply with the assumptions of the design rules. (7) EN 1997 does not cover the special requirements of seismic design. EN 1998 provides additional rules for geotechnical seismic design, which complete or adapt the rules of this Standard. 1.1.2 Scope of EN 1997-1 (1) EN 1997-1 is intended to be used as a general basis for the geotechnical aspects of the design of buildings and civil engineering works. (2) The following subjects are dealt with in EN 1997-1: Section 1: General Section 2: Basis of geotechnical design Section 3: Geotechnical data Section 4: Supervision of construction, monitoring and maintenance Section 5: Fill, dewatering, ground improvement and reinforcement Section 6: Spread foundations Section 7: Pile foundations Section 8: Anchorages Section 9: Retaining structures Section 10: Hydraulic failure Section 11: Overall stability Section 12: Embankments (3) EN 1997-1 is accompanied by Annexes A to J, which provide: in A: recommended partial safety factor values; different values of the partial factors may be set by the National annex; in B to J: supplementary informative guidance such as internationally applied calculation methods. 1.1.3 Further Parts of EN 1997 (1) EN 1997-1 is supplemented by EN 1997-2 that provides requirements for the performance and evaluation of field and laboratory testing.

Eurocode 7: Geotechnical design - Part 1: General rules; English version of DIN EN 1997-1

JIS A 1408 ERRATUM 1:2005 勘误

ERRATUM

BS EN 14199:2005 特殊土工工程的实施.小型桩

1 This document establishes general principles for the execution of micropiles. They are for: — drilled micropiles a shaft diameter not greater than 300 mm; — driven micropiles a shaft diameter or a maximum shaft cross sectional extension not greater than 150 mm. 2 Micropiles are structural members to transfer actions to the ground and may contain bearing elements to transfer directly or indirectly loads and or to limit deformations. Their shaft and base resistance may be improved (mostly by grouting) and they may be constructed with (see Figure 1): — uniform cross section (straight shaft); or — telescopically changing shaft dimensions; — shaft enlargements; and/or — base enlargement. 3 Other than practical considerations, there are no limitations regarding, length, rake (definition of rake, see Figure 2), slenderness ratio or shaft and base enlargements. 4 The provisions of the document apply to (see Figure 3): — single micropiles; — micropile groups; — reticulated micropiles; — micropile walls. 5 The micropiles which are the subject of this document can be installed into the ground using drilling, driving or a combination of these methods. 6 The material of micropiles covered by this document can be: — steel or other reinforcement materials; — grout, mortar or concrete; — a combination of above. 7 Micropiles may be used for: — working under restricted access and/or headroom conditions; — foundations of new structures (particularly in very heterogeneous soil or rock formations); — reinforcing or strengthening of existing structures to increase the capacity to transfer load to depth with acceptable load settlement characteristics, e.g. underpinning works; — reducing settlements and/or displacements; — forming a retaining wall; — reinforcing of soil to form a bearing and/or retaining structure; — improving slope stability; — securing against uplift; — other applications where micropile techniques are appropriate. 8 Mixed-in-place columns and timber piles are not included in this document. Columns constructed by jet grouting are covered by EN 12716. Ground anchors are covered by EN 1537.

Execution of special geotechnical works - Micropiles

BS EN 789:2005 木结构.试验方法.木基护墙板机械特性的测定

Timber structures - Test methods - Determination of mechanical properties of wood based panels

NF P21-387:2005 木制结构.装配有穿孔金属板紧固件的预制结构构件的生产要求

Timber structures - Product requirements for prefabricated structural members assembled with punched metal plate fasteners.

NF P21-213:2005 木楼梯.术语

Timber stairs - Terminology.

ISO 13910:2005 结构木材.强度分级木材的特性值.取样、全尺寸检验和评价

This International Standard specifies sampling, full-size testing and evaluation procedures for the assessment of the characteristic values of the structural properties of sawn timber for use in codes dealing with structural engineering design. It provides methods for establishing equivalency with other standards for the testing and evaluation of characteristic properties of structural timber. It is applicable to sawn timber of rectangular cross-section subjected to a short-duration (approx. 1 min) load. Its evaluation procedure is not intended to be used for quality-control purposes or for acceptance of parcels of timber.

Structural timber - Characteristic values of strength-graded timber - Sampling, full-size testing and evaluation

DIN EN 14374:2005 木结构.结构层压胶合板材.要求

The project specifies the requirements for laminated veneer lumber for structural applications. The tests to be used, methods to carry out the evaluation of conformity and content of the marking of the product are given.#,,#

Timber structures - Structural laminated veneer lumber - Requirements; German version EN 14374:2004

BS EN 14250:2005 木结构.装配穿孔金属板紧固件的预制结构组件的生产要求

Timber structures - Product requirements for prefabricated structural members assembled with punched metal plate fasteners

BS EN 14250:2004 木结构.装配穿孔金属板紧固件的预制结构组件的生产要求

This document specifies product requirements for prefabricated structural members (e.g. trusses, beams and girders) for use in buildings and bridges made from members of structural timber (with or without finger joints) assembled with punched metal plate fasteners. The standard also covers methods to carry out the evaluation of conformity and the marking.

Timber structures - Product requirements for prefabricated structural members assembled with punched metal plate fasteners

DIN EN 789:2005 木结构.试验方法.木基板材机械特性的测定

This standard specifies test methods for determining some mechanical properties of commercial wood-based panel products for use in load-bearing timber structures. These properties are intended for the calculation of characteristic values for use in obtaining material design values. For each type and grade of load-bearing panel product, as defined in the Harmonised Standard for wood-based panels (EN 13986), it is necessary to determine characteristic values of mechanical properties to enable it to be used for structural purposes. This standard details the testing required to establish characteristic values. The tests need only be carried out once for each product, unless there is a reason to suspect a significant change has occurred in the properties of the product.#,,#

Timber structures - Test methods - Determination of mechanical properties of wood based panels; German version EN 789:2004

ASTM D198-05 结构尺寸木料静力学试验的标准试验方法

1.1 These test methods cover the evaluation of lumber in structural size by various testing procedures.1.2 The test methods appear in the following order: Sections FlexureCompression (Short Column)Compression (Long Member)TensionTorsionShear Modulus1.3 Notations and symbols relating to the various testing procedures are given in Appendix X1.1.4 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 Methods of Static Tests of Lumber in Structural Sizes

ASTM D5456-05a 结构复合木制品评定的标准规范

1.1 This specification recognizes the complexity of structural glued products. Consequently, this specification covers both specific procedures and statements of intent that sampling and analysis must relate to the specific product.1.2 This specification was developed in the light of currently manufactured products as defined in . Materials that do not conform to the definitions are beyond the scope of this specification. A brief discussion is found in .1.3 Details of manufacturing procedures are beyond the scope of this specification. Note 1There is some potential for manufacturing variables to affect the properties of members that are loaded for sustained periods of time. Users of this specification are advised to consider the commentary on this topic in .1.4 This specification primarily considers end use in dry service conditions, such as with most protected framing members, where the average equilibrium moisture content for solid-sawn lumber is less than 16 %. The conditioning environment of is considered representative of such uses.1.5 The performance of structural composite lumber is affected by wood species, wood element size and shape, and adhesive and production parameters. Therefore, products produced by each individual manufacturer shall be evaluated to determine their product properties, regardless of the similarity in characteristics to products produced by other manufacturers. Where a manufacturer produces product in more than one facility, each production facility shall be evaluated independently. For additional production facilities, any revisions to the full qualification program in accordance with this specification shall be approved by the independent qualifying agency.1.6 This specification is intended to provide manufacturers, regulatory agencies, and end users with a means to evaluate a composite lumber product intended for use as a structural material.1.7 This specification covers initial qualification sampling, mechanical and physical tests, analysis, and design value assignments. Requirements for a quality-control program and cumulative evaluations are included to ensure maintenance of allowable design values for the product.1.8 This specification, or parts thereof, shall be applicable to structural composite lumber portions of manufactured structural components.1.9 The values stated in inch-pound units are to be regarded as the standard. The SI units given 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.

Standard Specification for Evaluation of Structural Composite Lumber Products

ASTM D5456-05 结构复合木制品评定的标准规范

1.1 This specification recognizes the complexity of structural glued products. Consequently, this specification covers both specific procedures and statements of intent that sampling and analysis must relate to the specific product.1.2 This specification was developed in the light of currently manufactured products as defined in . Materials that do not conform to the definitions are beyond the scope of this specification. A brief discussion is found in .1.3 Details of manufacturing procedures are beyond the scope of this specification. Note 1There is some potential for manufacturing variables to affect the properties of members that are loaded for sustained periods of time. Users of this specification are advised to consider the commentary on this topic in .1.4 This specification primarily considers end use in dry service conditions, such as with most protected framing members, where the average equilibrium moisture content for solid-sawn lumber is less than 16 %. The conditioning environment of is considered representative of such uses.1.5 The performance of structural composite lumber is affected by wood species, wood element size and shape, and adhesive and production parameters. Therefore, products produced by each individual manufacturer shall be evaluated to determine their product properties, regardless of the similarity in characteristics to products produced by other manufacturers. Where a manufacturer produces product in more than one facility, each production facility shall be evaluated independently. For additional production facilities, any revisions to the full qualification program in accordance with this specification shall be approved by the independent qualifying agency.1.6 This specification is intended to provide manufacturers, regulatory agencies, and end users with a means to evaluate a composite lumber product intended for use as a structural material.1.7 This specification covers initial qualification sampling, mechanical and physical tests, analysis, and design value assignments. Requirements for a quality-control program and cumulative evaluations are included to ensure maintenance of allowable design values for the product.1.8 This specification, or parts thereof, shall be applicable to structural composite lumber portions of manufactured structural components.1.9 The values stated in inch-pound units are to be regarded as the standard. The SI units given 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.

Standard Specification for Evaluation of Structural Composite Lumber Products

ASTM D5055-05 预制木质工字梁结构能力确定和监测的标准规范

1.1 This specification gives procedures for establishing, monitoring, and reevaluating structural capacities of prefabricated wood I-joists. Capacities considered are shear, moment, and stiffness. Procedures for establishing common details are given and certain design considerations specific to wood I-joists are itemized.1.2 Contents of the StandardAn index and brief description of the main features of this specification are given in .1.3 Development of the StandardThe development and intent of this specification is discussed in .1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 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. A specific precautionary statement is given in 6.1.1.5.

Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists

ASTM D198-05a 结构尺寸木料静力学试验的标准试验方法

The flexural properties established by this test method provide: 6.1.1 Data for use in development of grading rules and specifications, 6.1.2 Data for use in development of working stresses for structural members, 6.1.3 Data on the influence of imperfections on mechanical properties of structural members, 6.1.4 Data on strength properties of different species or grades in various structural sizes, 6.1.5 Data for use in checking existing equations or hypotheses relating to the structural behavior of beams, 6.1.6 Data on the effects of chemical or environmental conditions on mechanical properties, 6.1.7 Data on effects of fabrication variables such as depth, taper, notches, or type of end joint in laminations, and 6.1.8 Data on relationships between mechanical and physical properties. Procedures are described here in sufficient detail to permit duplication in different laboratories so that comparisons of results from different sources will be valid. Special circumstances may require deviation from some details of these procedures. Any variations shall be carefully described in the report (see Section 11).1.1 These test methods cover the evaluation of lumber in structural size by various testing procedures.1.2 The test methods appear in the following order: Sections FlexureCompression (Short Column)Compression (Long Member)TensionTorsionShear Modulus1.3 Notations and symbols relating to the various testing procedures are given in Appendix X1.1.4 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 Methods of Static Tests of Lumber in Structural Sizes

ASTM D3501-05a(2011) 木基结构压缩面板的标准试验方法

These methods determine the compressive strength of structural panels in response to stresses acting in the plane of the panel. Method A8212;This method is applicable to structural panels of uniform properties within a panel. It is useful for evaluating plywood of clear, straight-grained veneers, and determining the effect of chemical or preservative treatments, construction, principal direction with respect to direction of stress, and other variables that are expected to uniformly influence the panel. Method B: The compressive properties obtained by this method are a reliable approximation of the strength of a full-size panel, and are intended for use in design. The compressive properties are influenced by buckling; however, this effect can be eliminated in this test by restraining the edges of the specimens. It is recommended that where comparisons are to be made, that the same method and specimen size be used throughout. This is because the volume of material included in a test specimen can influence the compressive strength regardless of whether the material properties are uniform throughout the sheet or vary widely due to the presence of growth or manufacturing features.1.1 These test methods cover the determination of the compression properties of wood-based structural panels. Wood-based structural panels in use include plywood, waferboard, oriented strand board, and composites of veneer and of wood-based layers. 1.2 Method A, Compression Test for Small Specimens8212;This method is applicable to small specimens that are uniform with respect to elastic and strength properties. Two types of compression tests are employed: one to evaluate both elastic and compressive strength properties, and the second to evaluate maximum compressive strength only. 1.3 Method B, Compression Test for Large Specimens8212;This method employs large specimens and responds well to manufacturing variables and growth characteristics that influence compression properties of structural panels. 1.3.1 This method is intended for the following: 1.3.1.1 Comparative tests of structural panels, 1.3.1.2 Evaluating the effects of moisture content on strength properties of structural panels, 1.3.1.3 Determining the strength properties of structural panels, and 1.3.1.4 Evaluating the effects of raw material and manufacturing variables on compression properties of structural panels. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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 Test Methods for Wood-Based Structural Panels in Compression

BS EN 384:2004 结构木材.机械性能和密度的特征值的测定

This standard gives a method for determining characteristic values of mechanical properties and density, for defined populations of timber of visual and/or mechanical strength grades. A method is also given for checking the strength of a timber sample against its designated value. The values determined in accordance with this standard for mechanical properties and density are suitable for assigning grades and species to the strength classes of EN 338. NOTE For assigning grades and species to the strength classes in EN 338 only three characteristic values, i.e. bending strength, mean modulus of elasticity parallel to grain and density need to be determined, other properties may be taken from the table in EN 338.

Structural timber - Determination of characteristic values of mechanical properties and density

BS EN 1997-1:2004 欧洲法规7.土木技术设计.总则

1 Scope of EN 1997 (1) EN 1997 is intended to be used in conjunction with EN 1990:2002, which establishes the principles and requirements for safety and serviceability, describes the basis of design and verification and gives guidelines for related aspects of structural reliability. (2) EN 1997 is intended to be applied to the geotechnical aspects of the design of buildings and civil engineering works. It is subdivided into various separate parts (see 1.1.2 and 1.1.3). (3) EN 1997 is concerned with the requirements for strength, stability, serviceability and durability of structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered. (4) Numerical values of actions on buildings and civil engineering works to be taken into account in design are provided in EN 1991 for the various types of construction. Actions imposed by the ground, such as earth pressures, shall be calculated according to the rules of EN 1997. (5) Separate European Standards are intended to be used to treat matters of execution and workmanship. They are denoted in the relevant sections. (6) In EN 1997 execution is covered to the extent that is necessary to comply with the assumptions of the design rules. (7) EN 1997 does not cover the special requirements of seismic design. EN 1998 provides additional rules for geotechnical seismic design, which complete or adapt the rules of this Standard. 2 Scope of EN 1997-1 (1) EN 1997-1 is intended to be used as a general basis for the geotechnical aspects of the design of buildings and civil engineering works. (2) The following subjects are dealt with in EN 1997-1: Section 1: General Section 2: Basis of geotechnical design Section 3: Geotechnical data Section 4: Supervision of construction, monitoring and maintenance Section 5: Fill, dewatering, ground improvement and reinforcement Section 6: Spread foundations Section 7: Pile foundations Section 8: Anchorages Section 9: Retaining structures Section 10: Hydraulic failure Section 11: Overall stability Section 12: Embankments (3) EN 1997-1 is accompanied by Annexes A to J, which provide: — in A: recommended partial safety factor values; different values of the partial factors may be set by the National annex; — in B to J: supplementary informative guidance such as internationally applied calculation methods. 3 Further Parts of EN 1997 (1) EN 1997-1 is supplemented by EN 1997-2 that provides requirements for the performance and evaluation of field and laboratory testing.

Eurocode 7. Geotechnical design - General rules

BS EN 1995-1-1:2004 欧洲法规5.木结构的设计.总则.通用规则和建筑规则

1 Scope of EN 1995 (1)P EN 1995 applies to the design of buildings and civil engineering works in timber (solid timber, sawn, planed or in pole form, glued laminated timber or wood-based structural products, e.g. LVL) or wood-based panels jointed together with adhesives or mechanical fasteners. It complies with the principles and requirements for the safety and serviceability of structures and the basis of design and verification given in EN 1990:2002. (2)P EN 1995 is only concerned with requirements for mechanical resistance, serviceability, durability and fire resistance of timber structures. Other requirements, e.g concerning thermal or sound insulation, are not considered. (3) EN 1995 is intended to be used in conjunction with: EN 1990:2002 Eurocode - Basis of design EN 1991 "Actions on structures" EN's for construction products relevant to timber structures EN 1998 "Design of structures for earthquake resistance", when timber structures are built in seismic regions (4) EN 1995 is subdivided into various parts: EN 1995-1 General EN 1995-2 Bridges (5) EN 1995-1 "General" comprises: EN 1995-1-1 General - Common rules and rules for buildings EN 1995-1-2 General rules - Structural Fire Design (6) EN 1995-2 refers to the common rules in EN 1995-1 -1. The clauses in EN 1995-2 supplement the clauses in EN 1995-1. 2 Scope of EN 1995-1-1 (1) EN 1995-1-1 gives general design rules for timber structures together with specific design rules for buildings. (2) The following subjects are dealt with in EN 1995-1-1: Section 1: General Section 2: Basis of design Section 3: Material properties Section 4: Durability Section 5: Basis of structural analysis Section 6: Ultimate limit states Section 7: Serviceability limit states Section 8: Connections with metal fasteners Section 9: Components and assemblies Section 10: Structural detailing and control. (3)P EN 1995-1-1 does not cover the design of structures subject to prolonged exposure to temperatures over 60℃.

Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings