P20 工程结构综合 标准查询与下载

NF P01-061-2:2011 建筑工程的可持续性.建筑物的评定.第2部分:环境绩效评估的​​框架.

Sustainability of construction works - Assessment of buildings - Part 2 : framework for the assessment of environmental performance.

JGJ 6-2011 高层建筑筏形与箱形基础技术规范

本规范适用于高层建筑筏形与箱形基础的设计、施工与监测。

Technical code for tall building raft foundations and box foundations

DB23/T 1403-2010 住宅工程质量通病防控规范

Standards for prevention and control of common quality problems in residential projects

NF P01-061-1:2010 建筑工程的可持续性.建筑物可持续性评定.第1部分:一般框架结构

Sustainability of construction works - Sustainability assessment of buildings - Part 1 : general framework.

DIN EN 1991-1-5:2010 欧洲规范1:结构作用.第1-5部分:一般作用.热作用.德文版本EN 1991-1-5-2003 + AC-2009

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. 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 climate changes. Structures not so exposed may not need to be considered for thermal actions. Structures in which thermal actions are mainly a function of their use (e.g. cooling towels, 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; German version EN 1991-1-5:2003 + AC:2009

DIN EN 1991-1-4/NA:2010 国家附录.国家制定参数.欧洲规范1:对结构物的作用.第1-4部分:一般作用.风力作用

National Annex - Nationally determined parameters - Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions

DIN EN 1990:2010 欧洲法规:结构设计基础;德文版本EN 1990-2002 + A1-2005 + A1-2005/AC-2010

EN 1990 establish Principles and requirements for the safety, serviceability and durability of structures, describes the basis for their design and verification and fives guildelines for the related aspects of structural reliability. EN 1990 is intended to be used in conjunction with EN 1991 to EN 1999 for the structural design of buildings and civil engineering works, including geotechnical aspects, structural fire design, situations involving earthquakes, execution and temporary structures. EN 1990 is applicable for the design of structures where other materials or other actions outside the scope of EN 1991 to EN 1999 are involved. EN 1990 is applicable for the structural appraisal of existing construction, in developing the design of repairs and alterations or in assessing changes of use.

Eurocode: Basis of structural design; German version EN 1990:2002 + A1:2005 + A1:2005/AC:2010

DIN EN 1991-1-7/NA:2010 国家附录.国家制定参数.欧洲法规1:对结构物的作用- 第1-7部分:一般作用.附属作用

National Annex - Nationally determined parameters - Eurocode 1: Actions on structures - Part 1-7: General actions - Accidental actions

DIN EN 1991-1-7:2010 欧洲法规1.结构作用.第1-7部分:一般作用.偶然作用.德文版本EN 1991-1-7-2006 + AC-2010

EN 1991-1-7 provides strategies and rulus for safeguarding buildings and other civil engineering works against identificable and unidentifiable accidental actions.

Eurocode 1: Actions on structures - Part 1-7: General actions - Accidental actions; German version EN 1991-1-7:2006 + AC:2010

DIN EN 1991-1-4:2010 欧洲规范1:对结构物的作用- 第1-4部分:一般作用.风作用;德文版本EN 1991-1-4-2005 + A1-2010 + AC-2010

EN 1991-1-4 gives guidance on the determinination of natural winda actions for the structural design of buildings and civil engineering works for each of the loaded areas under consideration. This includes the whole structure or parts of the structure or elements attached to the structure, e.g. This Part is applicable to: - Buildings and civil engineering works with heights up to 200 m, see also (11). - Bridges having no span greater than 200 m, provided that thy satisfy the criteria for dynamic response, see (12) and 8.2. This part is intended to predict characteristic wind actions on land-based structures, their components and appendages. Certain aspects necessary to determine wind actions on a structure are dependent on the location and on the availability and quality of meteorological data, the type of terrian, etc. These need to be provided in the National Annex and Annex A, through National choice by notes in the text as indicated. Default values and methods are given in the main text, where the National Annex does not provide information. Annex A gives illustrations of the terrain categories and provides rules for the effects of orography including displacement height, roughness change, influence of landscape and influence of neighbouring structures. Annex B and C give alternative procedures for calculating the structural factor c c . Annex D gives c c factors for different types of structures. Annex E gives rules for vortex induced response and some guidance on other aeroelastic effects. Annex F gives dynamic characteristics of structures with linear behaviour. This part does not give guidance on local thermal effects on the charactristic wind, e.g. strong arctic thermal surface inversion or funneling or tornadoes. Guyed masts and lattice towers are treated in EN 1993-3-1 and lighting columns in EN 40. This part does not give guidance on the following aspects: - torsional vibrations, e.g. tall buildings with a central core - bridge deck vibrations from transverse wind turbulence - wind actions on cable supported bridges - vibrations where more than the fundamental mode needs to be considered. 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. Annex D gives guidance for adjusting the ground snow loads according to the return period. Annex E gives information on the bulk weight density of snow. This part does not give guidance on specialiast 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 - Part 1-4: General actions - Wind actions; German version EN 1991-1-4:2005 + A1:2010 + AC:2010

DIN EN 1991-1-6:2010 欧洲规范1:对结构物的作用- 第1-6部分:一般作用,实行中的作用;德文版本EN 1991-1-6-2005 + AC-2008

EN 1991-1-6 gives principles and rules for determination of actions which should be taken into account during the execution of buildings and civil engineering works. The following subjects are dealt with in this part of EN 1991. Section 1: General Section 2: Classification of actions Section 3: Design situations and limit states Annex A1: Supplementary rules for buildings (normative) Annex A2: Supplementary rules for bridges (normative) Annex B: Actions on structures during alternation, reconstruction or demolition (informative) EN 1991-1-6 also gives rules of determination of actions which may be used for the design of auxiliary construction works as defined in 1.5, needed for the execution of buildings and civil engineering works.

Eurocode 1: Actions on structures - Part 1-6: General actions, Actions during execution; German version EN 1991-1-6:2005 + AC:2008

DIN EN 1991-1-3/NA:2010 国家附录.国家制定参数.欧洲规范1:对构筑物的作用.第1-3部分:一般作用.雪荷载

National Annex - Nationally determined parameters - Eurocode 1: Actions on structures - Part 1-3: General actions - Snow loads

DIN EN 1991-1-1/NA:2010 国家附录.国家制定参数.欧洲规范1:对结构物的作用.第1-1部分:一般作用.建筑物的密度,自重和外加荷载

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

DIN EN 1991-1-1:2010 欧洲规范1:对结构物的作用.第1-1部分:一般作用.建筑物的密度,自重和施加载荷;德文版本EN 1991-1-1-2002 + AC-2009

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 characteristic values of self-weight of construction works. Sectuib 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. For the design situations and effects of actions in silos and tanks caused by water or other materials see EN 1991-3.

Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings; German version EN 1991-1-1:2002 + AC:2009

DIN EN 1991-2:2010 欧洲法规1:对结构的作用.第2部分:桥上交通负载.德文版本EN 1991-2-2003+AC-2010

EN 1991-2 defines imposed loads (models and representative values) associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dynamic effects and centrifugal, braking and acceleration actions and actions for accidental design situations. Imposed loads defined in EN 1991-2 are intended to be used for the design of new bridges, including piers, abutments, upstand walls, wing walls and flank walls etc., and their foundations. The load models and values given in EN 1991-2 should be used for the design of retaining walls adjacent to roads and railway lines.

Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges; German version EN 1991-2:2003 + AC:2010

DIN EN 1990/NA:2010 国家附录.国家制定参数.欧洲法规:结构设计的基础

National Annex - Nationally determined parameters - Eurocode: Basis of structural design

DIN EN 1991-4/NA:2010 国家附录.全国范围内确定的参数.欧洲法规1:构筑物上的作用.第4部分:贮仓和罐

This document encloses the National Annex of DIN EN 1991-4 Eurocode 1: National determined parameters - Eurocode 1: Actions on structures - Part 4: Actions in silos and tanks which itself contains the provisions for the standard in Germany. The establishment of national application rules are explicitly allowed by notes given at the related places and by a list of this places given in the introduction of the standard. This National Annex applies only in conjunction with DIN EN 1991-4:2006-12.

National Annex - Nationally determined parameters - Eurocode 1: Actions on structures - Part 4: Silos and tanks

DIN EN 1991-1-3:2010 欧洲法规1:对建筑物结构的作用.第1-3部分:一般作用.雪荷载.德文版本EN 1991-1-3-2003+AC-2009

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. This Part does not apply for sites at altitudes above 1 500 m, unless otherwise specified. Annex A gives information on design situations and load arrangements to be used for different locations. Annex B gives shape coefficients to be used for the treatment of exceptional snow drifts. 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. Annex D gives guidance for adjusting the ground snow loads according to the return period. Annex E gives information on the bulk weight density of snow. This part does not give guidance on specialiast 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 - Part 1-3: General actions - Snow loads; German version EN 1991-1-3:2003 + AC:2009

DIN 1055-2:2010 对建筑结构的作用.第2部分:土壤性质

This standard specifies experimental values of soil parameters for use in determining the effects of the self-weight of soil or earth pressure on structures,subject to the criteria listed in items (2),(3)and(4)being complied with.

Actions on structures.Part 2: Soil properties

NF P94-320:2010 特殊土工工作的实施.隔水墙.

Execution of special geotechnical work - Diaphragm walls.