P20 工程结构综合 标准查询与下载

BIP PP 1990-2007 Pk of 5 结构设计的学生用结构欧洲代码摘要

Extracts from the Structural Eurocodes for students of structural design

NA to BS EN 1991-1-5-2007 对欧洲法规1的英国国家附录.结构作用.一般作用.热作用

To be read in conjunction with BS EN 1991-1-5:2003

UK National Annex to Eurocode 1. Actions on structures - General actions - Thermal actions

BS PD 6688-1-2:2007 BS EN 1991-1-2的英国国家附录的背景文件

This Published Document is a background paper that gives non-contradictory complementary information for use in the UK with BS EN 1991-1-2 and its UK National Annex. This Published Document gives non-contradictory complementary information on: a) background to the decision made in NA to BS EN 1991-1-2 for combination rules for mechanical actions for structural analysis; b) guidance on BS EN 1991-1-2:2002, Annex A and Annex B; and c) replacements for informative annexes BS EN 1991-1-2:2002, Annex C, Annex E and Annex F.

Background paper to the UK National Annex to BS EN 1991-1-2

DIN ISO/TS 22475-2:2007 土工调查和试验.抽样方法和地下水测量.第2部分:企业和人员的资格标准

Geotechnical investigation and testing - Sampling methods and groundwater measurements - Part 2: Qualification criteria for enterprises and personnel (ISO/TS 22475-2:2006); German version CEN ISO/TS 22475-2:2006

DIN EN ISO 22475-1:2007 土工调查和试验.抽样方法和地下水测量.第1部分:执行的技术原则

This part of ISO 22475 deals with the technical principles of sampling of soil, rock and groundwater, and with groundwater measurements, in the context of geotechnical investigation and testing, as described in EN 1997-1 and EN 1997-2. The aims of such ground investigations are: a) to recover soil and rock samples of a quality sufficient to assess the general suitability of a site for geotechnical engineering purposes and to determine the required soil and rock characteristics in the laboratory; b) to obtain information on the sequence, thickness and orientation of strata and joint system and faults; c) to establish the type, composition and condition of strata; d) to obtain information on groundwater conditions and recover water samples for assessment of the interaction of groundwater, soil, rock and construction material. The quality of a sample is influenced by the geological and hydrogeological conditions, the choice and execution of the drilling and/or the sampling method, handling, transport and storage of the samples. This part of ISO 22475 does not cover soil sampling for the purposes of agricultural and environmental soil investigation. . NOTE 1 Soil sampling for these purposes is to be found in ISO 10381. Water sampling for the purposes of quality control, quality characterisation, and identification of sources of pollution of water, including bottom deposits and sludges is not covered. NOTE 2 Water sampling for these purposes is to be found in ISO 5667

Geotechnical investigation and testing - Sampling methods and groundwater measurements - Part 1: Technical principles for execution (ISO 22475-1:2006); English version of DIN EN ISO 22475-1:2007-01

ASTM C1283-07a 安装粘土烟道衬里的标准实施规程

1.1 This practice covers the minimum requirements for installing clay flue lining for residential concrete or masonry chimneys.1.2 The values stated in inch-pound units are to be regarded as the standard. The values stated in parentheses are for informational purposes only.1.3 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 Installing Clay Flue Lining

ASTM C1283-07 安装粘土烟道衬里的标准实施规程

1.1 This practice covers the minimum requirements for installing clay flue lining for residential concrete or masonry chimneys.1.2 The values stated in inch-pound units are to be regarded as the standard. The values stated in parentheses are for informational purposes only.1.3 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 Installing Clay Flue Lining

ASTM C274-07 夹层结构建筑物标准术语

1.1 This terminology covers terms necessary for a basic uniform understanding and usage of the language peculiar to structural sandwich constructions. The simplest structural sandwich is a three layered construction formed by bonding a thin layer (facing) to each side of a thick layer (core).

Standard Terminology of Structural Sandwich Constructions

BS 6093:2006+A1:2013 建筑结构的接缝及连接设计.指南

This British Standard gives recommendations for the design of joints and the use of jointing products in building construction. Following an analysis of joint functions and of the performance of the parts to be joined, joints are classified in this standard on the basis of the movements and inaccuracies they have to accommodate. Mechanisms by which joints operate are identified and recommendations are made on the use of sealants and gaskets. Some emphasis is placed on weather resistance of joints in the external envelope of buildings.

Design of joints and jointing in building construction.Guide

DIN 1055-3:2006 对结构的作用.第3部分:建筑物的自重和施加载荷

The standard specifies general principles and provision for adions resulting from self-weight and imposed loads on building.

Action on structures - Part 3: Self-weight and imposed load in building

DIN 1055-4 Berichtigung 1:2006 对结构物的作用.第4部分:风荷载.DIN 1055-4-2005的技术勘误

This standard gives general procedures and the action for the determination of wind loads for the design of structures, including chimneys, for a height 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, Corrigenda to DIN 1055-4:2005-03

KIT 185-2006 BS EN 1991-1-1和英国国家附录汇编.欧洲法规1.对建筑物的作用.一般作用.建筑物的密度、自重和施加荷载

EN 1991-1-1 gives design guidance and actions for the structural design of buildings and civil engineering works including some geotechnical aspects for the following subjects: - Densities of construction materials and stored materials; - Self-weight of construction works; - Imposed loads for buildings.Section 4 and Annex A give nominal values for densities of specific building materials, additional materials for bridges and stored materials. In addition for specific materials the angle of repose is provided.Section 5 provides methods for the assessment of the characteristic values of self-weight of construction works.Section 6 gives characteristic values of imposed loads for floors and roofs according to category of use in the following areas in buildings: - residential, social, commercial and administration areas; - garage and vehicle traffic areas; - areas for storage and industrial activities; - roofs; - helicopter landing areas.The loads on traffic areas given in Section 6 refer to vehicles up to a gross vehicle weight of 160 kN. The design for traffic areas for heavy vehicles of more than 160 kN gross weight needs to be agreed with the relevant authority. Further information may be obtained from EN 1991-2.For barriers or walls having the function of barriers, horizontal forces are given in Section 6. Annex B gives additional guidance for vehicle barriers in car parks. NOTE Forces due to vehicle impact are specified in EN 1991-1-7 and EN 1991-2.For the design situations and effects of actions in silos and tanks caused by water or other materials see EN 1991-3.

BS EN 1991-1-1 and UK National Annex kit - Eurocode 1. Actions on structures - General actions - Densities, self-weight, imposed loads for buildings

DIN ISO 6162-2:2006 液压传动.带分离式或一体式法兰夹和米制或英制螺纹的凸缘连接器.第2部分:压力为35MPa至40MPa(350巴至400巴)、DN 13至DN 51时使用的凸缘连接器

This part of ISO 6162 specifies complete general and dimensional characteristics for flange heads, split flange clamps (FCS), one-piece flange clamps (FC) and ports applicable to four-screw, split and one-piece flange clamp type tube and hose connectors for use at pressures of 35 MPa (350 bar) to 40 MPa (400 bar). It also specifies the dimensions of the seals to be used, as well as the grooves to house the seal. This part of ISO 6162 also recognizes the need to accommodate metric (type 1) screw fasteners, as well as to provide a means to use existing inch (type 2) screw fasteners. These connectors are intended for application in hydraulic systems on industrial and commercial products, where it is desired to avoid the use of threaded connectors. Surges of pressure higher than the nominal ratings will reduce the ability of the flange connectors to retain the hydraulic fluid. This should be taken into account in the design of the hydraulic system.

Hydraulic fluid power - Flange connectors with split or one-piece flange clamps and metric or inch screws - Part 2: Flange connectors for use at pressures of 35 MPa (350) to 40 MPa (400 bar), DN 13 to DN 51 (ISO 6162-2:2002);English version of DIN ISO 616

DIN ISO 6162-1:2006 液压传动.带分离式或一体式法兰夹和米制或英制螺纹的凸缘连接器.第1部分:压力为3.5MPa至35MPa(35巴至350巴)、DN 13-DN 127时使用的凸缘连接器

This part of ISO 6162 specifies complete general and dimensional characteristics for flange heads, split flange clamps (FCS), one-piece flange clamps (FC) and ports applicable to four-screw, split and one-piece flange clamp type tube and hose connectors for use at pressures of 3,5 MPa (35 bar1)) to 35 MPa (350 bar). It also specifies the dimensions of the seals to be used, as well as the grooves to house the seal. This part of ISO 6162 also recognizes the need to accommodate metric (type 1) screw fasteners, as well as to provide a means to use existing inch (type 2) screw fasteners. These connectors are intended for application in hydraulic systems on industrial and commercial products, where it is desired to avoid the use of threaded connectors. Surges of pressure higher than the nominal ratings will reduce the ability of the flange connectors to retain the hydraulic fluid. This shall be taken into account in the design of the hydraulic system.

Hydraulic fluid power - Flange connectors with split or one-piece flange clamps and metric or inch screws - Part 1: Flange connectors for use at pressures of 3,5 MPa (35 bar) to 35 MPa (350 bar), DN 13 to DN 127 (ISO 6162-1:2002 + Cor. 1:2004);English ver

DIN 1055-6 Berichtigung 1:2006 对结构物的作用.第6部分:建筑物的设计载荷和筒仓载荷.DIN 1005-6-2005的勘误

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, Corrigenda to DIN 1005-6:2005-03

ASTM E2168-06 建筑结构估算中容许偏差、偶然事故和储备量的标准分类

1.1 This classification establishes a classification for allowance, contingency, and reserve sums used in construction, project, and program estimating.1.2 This classification applies to all construction work.1.3 This classification is not based on permanent physical elements of construction (as defined and classified in Classification E 1557. Rather, the classification items are cost components common to construction, project, and program estimates.

Standard Classification for Allowance, Contingency and Reserve Sums in Building Construction Estimating

ASTM D4186-06 用可控应变荷载测试饱和粘性土单维固结性能的标准试验方法

1.1 This test method is for the determination of the magnitude and rate-of-consolidation of saturated cohesive soils using continuous controlled-strain axial compression. The specimen is restrained laterally and drained axially to one surface. The axial force and base excess pressure are measured during the deformation process. Controlled strain compression is typically referred to as constant rate-of-strain (CRS) testing.1.2 This test method provides for the calculation of total and effective axial stresses, and axial strain from the measurement of axial force, axial deformation, and base excess pressure. The effective stress is computed using steady state equations.1.3 This test method provides for the calculation of the coefficient of consolidation and the hydraulic conductivity throughout the loading process. These values are also based on steady state equations.1.4 This test method makes use of steady state equations resulting from a theory formulated under particular assumptions. Section presents these assumptions.1.5 The behavior of cohesive soils is strain rate dependent and hence the results of a CRS test are sensitive to the imposed rate of strain. This test method imposes limits on the strain rate to provide comparable results to the incremental consolidation test.1.6 The determination of the rate and magnitude of consolidation of soil when it is subjected to incremental loading is covered by Test Method D 2435.1.7 This test method applies to intact (Group C and Group D of Practice D 4220), remolded, or laboratory reconstituted samples or specimens.1.8 This test method is most often used for materials of relatively low hydraulic conductivity that generate measurable excess base pressures. It may be used to measure the compression behavior of essentially free draining soils but will not provide a measure of the hydraulic conductivity or coefficient of consolidation.1.9 All recorded and calculated values shall conform to the guide for significant digits and rounding established in Practice D 6026.1.9.1 The procedures used to specify how data are collected/recorded and calculated in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that should generally be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the users objectives; and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design.1.9.2 Measurements made to more significant digits or better sensitivity than specified in this standard shall not be regarded a non-conformance with this standard.1.10 This standard is written using SI units. Inch-pound units are provided for convenience. The values stated in inch-pound units may not be exact equivalents; therefore, they shall be used independently of the SI system. Combining values from the two systems may result in non-conformance with the this standard.1.10.1 The gravitational system of inch-pound units is used when dealing with inch-pound units. In this system, the pound (lbf) represents a unit of force (weight), while the unit for mass is slugs. The rationalized slug unit is not given, unless dynamic (F = ma) calculations are involved.1.10.2 It is common practice in the engineering/construction profession to concurrently use pounds to represent both a unit of mass (lbm) and of force (lbf). This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. As stated, this standard includes the gravitat......

Standard Test Method for One-Dimensional Consolidation Properties of Saturated Cohesive Soils Using Controlled-Strain Loading

ASTM D2166-06 粘土无侧限抗压强度的标准试验方法

The primary purpose of the unconfined compression test is to quickly obtain a measure of compressive strength for those soils that possess sufficient cohesion to permit testing in the unconfined state. Samples of soils having slickensided or fissured structure, samples of some types of loess, very soft clays, dry and crumbly soils and varved materials, or samples containing significant portions of silt or sand, or both (all of which usually exhibit cohesive properties), frequently display higher shear strengths when tested in accordance with Test Method D 2850. Also, unsaturated soils will usually exhibit different shear strengths when tested in accordance with Test Method D 2850. If tests on the same sample in both its intact and remolded states are performed, the sensitivity of the material can be determined. This method of determining sensitivity is suitable only for soils that can retain a stable specimen shape in the remolded state. Note 28212;For soils that will not retain a stable shape, a vane shear test or Test Method D 2850 can be used to determine sensitivity. Note 38212;The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D 3740 are generally considered capable of competent and objective testing/sampling/inspection. Users of this standard are cautioned that compliance with Practice D 3740 does not in itself ensure reliable results. Reliable results depend on many factors; Practice D 3740 provides a means of evaluating some of those factors.1.1 This test method covers the determination of the unconfined compressive strength of cohesive soil in the intact, remolded, or reconstituted condition, using strain-controlled application of the axial load.1.2 This test method provides an approximate value of the strength of cohesive soils in terms of total stresses.1.3 This test method is applicable only to cohesive materials which will not expel or bleed water (water expelled from the soil due to deformation or compaction) during the loading portion of the test and which will retain intrinsic strength after removal of confining pressures, such as clays or cemented soils. Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined compression strength values. Note 1The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D 2850.1.4 This test method is not a substitute for Test Method D 2850.1.5 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D 6026.1.5.1 The procedures used to specify how data are collected/recorded and calculated in this test method are regarded as the industry standard. In addition, they are representative of the significant digits that should generally be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user''s objectives; and it is common practice to increase or reduce significant digits of reported data to commensurate with these considerations. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.1.6 The values stated in SI units are to be regarded as the standard. The values stated in inch-pound units are approximate.This standard does not purport to address all of the safety problems......

Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

NA to BS EN 1991-1-1-2002 欧洲法规1的英国国家附录:对建筑物的作用.第1-1部分:一般作用.建筑物的密度、自重和施加荷载

This National Annex gives: a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1991-1-1:2002: — 2.2 (3) — 5.2.3 (1) to 5.2.3 (5) — 6.3.1.1 (Table 6.1) — 6.3.1.2 (1)P (Table 6.2) — 6.3.1.2 (10) — 6.3.1.2 (11) — 6.3.2.2 (1)P (Table 6.4) — 6.3.3.2 (1) (Table 6.8) — 6.3.4.2 (Table 6.10) — 6.4 (1) (Table 6.12) b) the UK decisions on the status of BS EN 1991-1-1:2002 informative annexes; and c) references to non-contradictory complementary information for the following subclauses of BS EN 1991-1-1:2002: — 6.3.2.2 — 6.3.4.2 (1)

UK National Annex to Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings

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