P25 混凝土结构工程 标准查询与下载

BS EN 13670:2009 混凝土结构实现

(1) This European Standard gives common requirements for execution of concrete structures, it applies to both in-situ works and construction using prefabricated concrete elements. (2) This standard expects the execution specification to state all the specific requirements relevant to the particular structure. (3) This standard is applicable to permanent as well as temporary concrete structures.

Execution of concrete structures

DIN EN 1992-1-1 Berichtigung 1:2010 欧洲规范2:混凝土结构设计.第1-1部分:通用规则和建筑规则.德文版本EN 1992-1-1-2004,勘误表DIN EN 1992-1-1-2005.德文版本EN 1992-1-1-2004/AC-2008

General rules for the structural design of buildings and civil engineering works in reinforced and prestressed concrete made with normal and lightweight aggregates, plain or lightly reinforced concrete and precast concrete for the design of reinforced concrete components with unbonded tendons.

Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings; German version EN 1992-1-1:2004, Corrigendum to DIN EN 1992-1-1:2005-10; German version EN 1992-1-1:2004/AC:2008

DIN 18218:2010 新浇混凝土对垂直模板的压力

This standard applies to the determination of pressure of fresh concrete on vertical formwork areas from concrete according to DIN EN 1026-1 and DIN 1045-2 and Self-compacting concrete (SSC) according to DAfStb-Guideline "Self-compacting concrete" with maximum a aggregate size of 63 mm.

Pressure of fresh concrete on vertical formwork

ASTM A944-10(2015) 使用梁端试件比较钢筋棒和混凝土的粘结强度的标准试验方法

1.1 This test method describes procedures to establish the relative bond strength of steel reinforcing bars in concrete. 1.2 This test method is intended to determine the effects of surface preparation or condition (such as bar coatings) on the bond strength of deformed steel reinforcing bars (of sizes ranging from No. 10 to No. 36 [No. 3 to No. 11]) to concrete. 1.3 The bond strengths obtained using this test method are not directly applicable to the design of reinforced concrete members. Note 1: The bond strengths obtained using this test method are generally higher than obtained in development or splice tests using beams with the same embedment lengths. The results obtained using this test method should only be used for comparisons with results for other reinforcing bars tested using this method. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in brackets 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 Method for Comparing Bond Strength of Steel Reinforcing Bars to Concrete Using Beam-End Specimens

ASTM C858-10 地下预制混凝土多用途结构的标准规范

1.1 This specification covers the recommended design criteria and manufacturing practices for monolithic or sectional precast concrete utility structures. Concrete pipe and box culverts are not covered under this specification. Also, precast concrete manholes covered in Specification C478 are excluded from this specification. 1.2 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.

Standard Specification for Underground Precast Concrete Utility Structures

ASTM A944-10 用梁端试样比较混凝土和钢筋棒粘结强度的标准试验方法

1.1 This test method describes procedures to establish the relative bond strength of steel reinforcing bars in concrete. 1.2 This test method is intended to determine the effects of surface preparation or condition (such as bar coatings) on the bond strength of deformed steel reinforcing bars (of sizes ranging from No. 10 to No. 36 [No. 3 to No. 11]) to concrete. 1.3 The bond strengths obtained using this test method are not directly applicable to the design of reinforced concrete members. Note 18212;The bond strengths obtained using this test method are generally higher than obtained in development or splice tests using beams with the same embedment lengths. The results obtained using this test method should only be used for comparisons with results for other reinforcing bars tested using this method. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in brackets 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 Method for Comparing Bond Strength of Steel Reinforcing Bars to Concrete Using Beam-End Specimens

ASTM F2678-10 嵌板衬层、厚浆石膏混凝土衬层、厚浆轻型多孔混凝土衬层以及用以支承弹性地板的带衬层修补混合料的混凝土底层地板制备的标准实施规程

This practice provides minimum recommendations for preparing and smoothing panel underlayments, thick poured gypsum concrete underlayments, thick poured lightweight cellular concrete underlayments and concrete subfloors with patching compounds. Actual requirements for materials to be used, mixtures, and other details are generally included as part of the project plans or specification details and may vary from the minimum recommendations set forth in this practice.1.1 This practice includes recommendations for preparing and smoothing panel underlayments, gypsum concrete and concrete subfloors with patching compounds upon which resilient flooring may be installed. 1.2 This practice does not cover the adequacy of the subfloor assembly to perform its structural requirements, which is governed by local building codes. 1.3 This practice does not supersede in any manner the resilient flooring, underlayment or adhesive manufacturer’s written instructions. Consult the individual resilient flooring, underlayment or adhesive manufacturer for specific recommendations. 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 Practice for Preparing Panel Underlayments, Thick Poured Gypsum Concrete Underlayments, Thick Poured Lightweight Cellular Concrete Underlayments, and Concrete Subfloors with Underlayment Patching Compounds to Receive Resilient Flooring

ASTM C858-10e1 地下预制混凝土多用途结构的标准规范

1.1 This specification covers the recommended design criteria and manufacturing practices for monolithic or sectional precast concrete utility structures. Concrete pipe and box culverts are not covered under this specification. Also, precast concrete manholes covered in Specification C478 are excluded from this specification. 1.2 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.

Standard Specification for Underground Precast Concrete Utility Structures

ANSI/UL 618-2010 混凝土圬工砌筑单元用标准

The following changes in requirements to the Standard for Concrete Masonry Units, UL 618, are being proposed: 1. Update of ASTM reference in paragraph 4A.3

Standard for Concrete Masonry Units

ASTM A1064/A1064M-10e1 混凝土的平整和变形,钢丝绳和焊接线缆加固的标准规范

1.1 This specification covers steel wire and welded wire reinforcement produced from hot-rolled rod to be used for the reinforcement of concrete. The steel wire is cold-worked, drawn or rolled, plain (non-deformed, as-drawn or galvanized), or deformed. Welded wire reinforcement is made from plain or deformed wire, or a combination of plain and deformed wire. Common wire sizes and dimensions are given in Table 1, Table 2, Table 3, and Table 4. Actual wire sizes are not restricted to those shown in the tables.TABLE 1 Dimensional Requirements for Plain Wire???Inch-Pound UnitsA Size NumberB , C, D Nominal Diameter in. [mm]E Nominal Area in.28201; [mm 2] W 0.5 0.080 [2.03] 0.005 [3.23] W 1.2 0.124 [3.14] 0.012 [7.74] W 1.4 0.134 [3.39] 0.014 [9.03] W 2 0.160 [4.05] 0.020 [12.9] W 2.5 0.178 [4.53] 0.025 [16.1] W 2.9 0.192 [4.88]

Standard Specification for Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

ISO 22966:2009 混凝土结构的实现

Execution of concrete structures

JGJ/T 187-2009 塔式起重机混凝土基础工程技术规程　

本规程适用于建筑工程施工过程中的塔机混凝土基础工程的设计及施工。

Technical specification for concrete foundation engineering of tower cranes

BS EN 1504-9:2008 混凝土结构的保护和修缮用产品和系统.合格的定义,要求,质量控制和评估.第9部分:产品和系统使用的一般原则

This Part of EN 1504 sets out basic considerations for specification of protection and repair of reinforced and unreinforced concrete structures (including, for example, pavements, runways, floor slabs and pre-stressed structures) using products and systems specified in other Parts of the EN 1504 series or any other relevant European Standard or European Technical Approval. This European Standard covers atmospherically exposed, buried and submerged structures. This European Standard includes: a) the need for inspection, testing and assessment before and after repair; b) protection from causes of defects and their repair in concrete structures. Causes of such defects may include: 1) mechanical actions, e.g. impact, overloading, movement caused by settlement, blast, vibration and seismic actions; 2) chemical and biological actions from environments, e.g. sulphate attack, alkali aggregate reaction; 3) physical actions, e.g. freeze-thaw, thermal cracking, moisture movement, salt crystallisation and erosion; 4) fire damage; 5) reinforcement corrosion resulting from: i) physical loss of the protective concrete cover; ii) chemical loss of alkalinity in the protective concrete cover as a result of reaction with atmospheric carbon dioxide (carbonation); iii) chloride (or other chemical) contamination of the concrete; iv) stray electrical currents conducted or induced in the reinforcement from neighbouring electrical installations. c) repair of defects caused by inadequate design, specification or construction or use of unsuitable construction materials; d) providing the required structural capacity by: 1) replacement or addition of embedded or external reinforcement; 2) filling of cracks and voids within or between elements to ensure structural continuity; 3) replacement or addition of concrete or whole elements; e) waterproofing as an integral part of protection and repair; f) principles and methods of protection and repair, for example those listed in Table 1. Site application is covered in Part 10 of this European Standard. Further background information on the scope of this European Standard is given in Annex A (Informative).

Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 9:General principles for use of products and systems

CECS 254-2009 空心钢管混凝土结构技术规程　

本规程适用于工业与民业房屋结构、送变电塔架结构、各类通信塔及基础桩等的设计、加工制造及施工。

Technical specification of hollow concrete-filled steel tubular structures

ISO 19338:2007/cor 2:2009 结构混凝土设计标准的性能和评估要求.技术勘误表2

Performance and assessment requirements for design standards on structural concrete; Technical Corrigendum 2

TZ 321-2009 铁路后张法混凝土梁预制场建设技术指南

本技术指南适用于铁路后张法预应力混凝土梁(含T梁、箱梁)预制场的建设,包括预制场的规划设计、资源配置、节能及环境保护措施等方面的要求。

Technical guidelines for the construction of post-tensioned concrete beam precast yards for railways

DIN EN 1992-1-2 Berichtigung 1:2009 欧洲法规2:混凝土结构设计.第1-2部分:一般规则.结构防火设计.技术勘误DIN EN 1992-1-2-2006

Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design; German version EN 1992-1-2:2004, Corrigendum to DIN EN 1992-1-2:2006-10; German version EN 1992-1-2:2004/AC:2008

ASTM C1645/C1645M-09 固体混凝土联锁铺砌石块的解冻和除冰盐耐用性标准试验方法

This test method is intended to determine the effects of freezing and thawing on units conforming to the dimensional requirements of Specification C 936/C 936M while immersed in a test solution. Other types of segmental concrete paving units that do not conform to the dimensional requirements of Specification C 936/C 936M 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 C 936/C 936M.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 C 936/C 936M. 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

DB13/T 978-2008 旋转压实剪切实验法（GTM）沥青混合料 设计与施工技术规范

本标准的附录A为资料性附录。 本标准由河北省交通厅提出并归口。 本标准起草单位:河北省交通厅公路管理局、河北省道路结构与材料工程技术研究中心。 本标准主要起草人:王国清、王庆凯、王联芳、杜群乐、刘桂君、马立峰。本标准规定了GTM设计的热拌沥青混合料路面原材料技术指标、配合比设计、施工工艺、透层、 粘层施工及质量控制、验收方法和标准。本标准没有规定的，按照JTG F40-2004的规定执行。 本标准适用于GTM方法设计的各级新建及养护的沥青棍合料设计与施工。

Gyratory compaction shear test method (GTM) asphalt mixture design and construction technical specifications

JGJ/T 17-2008 蒸压加气混凝土建筑应用技术规程

本规程适用于在抗震设防烈度为6～8度的地震区以及非地震区使用，强度等级为A2.5级及以上的蒸压加气混凝土砌块，强度等级为A3.5级以上的蒸压加气混凝土配筋板材的设计、施工与质量验收。

Technical specification for application of autoclaved aerated concrete