P25 混凝土结构工程 标准查询与下载
共找到 639 条与 混凝土结构工程 相关的标准，共 43 页
本规范适用于非抗震设防区和抗震设防烈度为8度及8度以下的地区的乙类蒸压加气混凝土砌块砌体建筑《墙体材料应用统一技术规范》GB 50574、《蒸压加气混凝土砌块》GB/T 11968、《蒸压加气混凝土建筑应用技术规程》JGJ/T 17乙类以下多层蒸压加气混凝土砌块砌体民用建筑。
Technical code for masonry struture of autoclaved aerated concrete block
- ICS
- CCS
- P25
- 发布
- 2011-04-19
- 实施
- 2011-08-01
National Annex - Nationally determined parameters - Eurocode 9: Design of aluminium structures - Part 1-2: Structural fire design
- ICS
- 13.220.50;91.010.30;91.080.10
- CCS
- P25
- 发布
- 2011-04
- 实施
This European Standard give common requirements for execution of concrete structures, it applies to both in-situ works and construction using prefabricated concrete elements. This standardexpects the execution specification to state all the specific requiements relevant to the particular structure.
Execution of concrete structures; German version EN 13670:2009
- ICS
- 91.080.40
- CCS
- P25
- 发布
- 2011-03
- 实施
National Annex - Nationally determined parameters - Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings
- ICS
- 91.010.30;91.080.40
- CCS
- P25
- 发布
- 2011-01
- 实施
P Eurocode 2 applies to the design of buildings and civil engineering works in plain, reinforced and prestressed concrete. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verifcation that are given in EN 1990: Basis of structural design.
Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings; German version EN 1992-1-1:2004 + AC:2010
- ICS
- 91.010.30;91.080.40
- CCS
- P25
- 发布
- 2011-01
- 实施
Eurocode 2: Design of concrete structures - Part 3: Liquid retaining and containment structures; German version EN 1992-3:2006
- ICS
- 91.010.30;91.080.40
- CCS
- P25
- 发布
- 2011-01
- 实施
National Annex - Nationally determined parameters - Eurocode 2: Design of concrete structures - Part 3: Liquid retaining and containment structures
- ICS
- 91.010.30;91.080.40
- CCS
- P25
- 发布
- 2011-01
- 实施
1.1 This specification covers hollow and solid (see 5.3 and 5.4) concrete masonry units made from hydraulic cement, water, and mineral aggregates with or without the inclusion of other materials. There are three classes of concrete masonry units: (1) normal weight, (2) medium weight, and (3) lightweight. These units are suitable for both loadbearing and nonloadbearing applications. 1.2 Concrete masonry units covered by this specification are made from lightweight or normal weight aggregates, or both. 1.3 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 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. Note 18212;When particular features are desired such as surface textures for appearance or bond, finish, color, or particular properties such as density classification, higher compressive strength, fire resistance, thermal performance or acoustical performance, these features should be specified separately by the purchaser. Suppliers should be consulted as to the availability of units having the desired features.
Standard Specification for Loadbearing Concrete Masonry Units
- ICS
- 91.100.30
- CCS
- P25
- 发布
- 2011
- 实施
This test method is intended to determine the effects of freezing and thawing on units conforming to the dimensional requirements of Specification C936/C936M while immersed in a test solution. Other types of segmental concrete paving units that do not conform to the dimensional requirements of Specification C936/C936M may be tested using this test method. The results from this test method are not intended to provide a quantitative measure of the length of service from concrete paving units conforming to the dimensional requirements of Specification C936/C936M.1.1 This test method evaluates the resistance to freezing and thawing of solid interlocking concrete paving units conforming to the dimensional requirements of Specification C936/C936M. Units are tested in a test solution that is either tap water or 3 % saline solution, depending on the intended use of the units in actual service. 1.2 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. 1.3 This standard does not purport to address all of the safety concerns, in any, associated with its use. It is the responsibility of the use of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitation prior to use.
Standard Test Method for Freeze-thaw and De-icing Salt Durability of Solid Concrete Interlocking Paving Units
- ICS
- 91.080.40 (Concrete structures)
- CCS
- P25
- 发布
- 2011
- 实施
National Annex - Nationally determined parameters - Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design
- ICS
- 13.220.50;91.010.30;91.080.40
- CCS
- P25
- 发布
- 2010-12
- 实施
P Eurocode 2 applies to the design of the buildings and civil engineering works in concrete. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990 - Basis of structural design.
Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design; German version EN 1992-1-2:2004 + AC:2008
- ICS
- 13.220.50;91.010.30;91.080.40
- CCS
- P25
- 发布
- 2010-12
- 实施
part 2 of Eurocode 2 gives a basis for the design of bridges and parts of bridges in plain,reinforced and prestressed concrete made with normal and light weight aggregates.
Eurocode 2: Design of concrete structures - Part 2: Concrete bridges - Design and detailing rules; German version EN 1992-2:2005 + AC:2008
- ICS
- 91.010.30;91.080.40;93.040
- CCS
- P25
- 发布
- 2010-12
- 实施
本规程适用于非抗震设防区及抗震设防烈度为6度和7度地区的除甲类以外的预制预应力混凝土装配整体式框架结构和框架-剪力墙结构的设计、施工及验收 。
Technical specification for framed structures comprised of precast prestressed conctete components
- ICS
- CCS
- P25
- 发布
- 2010-11-17
- 实施
- 2011-10-01
本规程适用于10层及10层以上或房屋高度大于28m的住宅建筑以及房屋高度大于24m的其他高层民用建筑混凝土结构。非抗震设计和抗震设防烈度为6至9度抗震设计的高层民用建筑结构，其适用的房屋最大高度和结构类型应符合本规程的有关规定。 本规程不适用于建造在危险地段以及发生震断裂最小避让距离内的高层建筑结构。
Technical specification for concrete structures of tall building
- ICS
- CCS
- P25
- 发布
- 2010-10-21
- 实施
- 2011-10-01
Design on composite steel and concrete structures
- ICS
- 91.080.10;91.080.40
- CCS
- P25
- 发布
- 2010-07-30
- 实施
- 2010-07-30
本规程适用于建筑工程中装配箱混凝土空心楼盖结构的设计、施工及验收。
Technical specification for assembly box concrete hollow floor structure
- ICS
- CCS
- P25
- 发布
- 2010-04-17
- 实施
- 2010-10-01
本规程适用于后锚固法检测普通混凝土强度。
Technical specification for inspection of concrete compressive strength by post-installed adhesive anchorage method
- ICS
- CCS
- P25
- 发布
- 2010-04-17
- 实施
- 2010-10-01
This document specifies a method of determining the long term bond behaviour between reinforcing bars and autoclaved aerated concrete (AAC) in prefabricated reinforced components according to EN 12602. The test method is conceived to obtain values for the long term bond strength fb,l which are obtained in a final short term test. The test is performed for different combinations of AAC type, bar shape, and corrosion protection systems.
Determination of the bond behaviour between reinforcing steel and autoclaved aerated concrete by the beam test - Long term test
- ICS
- 91.080.40;91.100.30
- CCS
- P25
- 发布
- 2010-03-31
- 实施
- 2010-03-31
This document specifies a method of determining the freeze-thaw resistance of autoclaved aerated concrete (AAC) manufactured according to EN 12602 or EN 771-4.
Determination of the freeze-thaw resistance of autoclaved aerated concrete
- ICS
- 91.100.30
- CCS
- P25
- 发布
- 2010-03-31
- 实施
- 2010-03-31
