NF FD P15-010-中文版
水硬性粘合料 - 水泥的使用指南
NF FD P15-010-中文版
Hydraulic binders - Guide for the use of cements
标准信息
STANDARD INFORMATION- 标准编号
- NF FD P15-010-中文版
- 所属分类
- NF 法国标准
- 发布机构
- AFNOR
- 版本年份
- 1997
- 文件语言
- 英语
- 文件格式
- 文件页数
- 6 页
- 文件大小
- 480.3 KB
中文名称为参考译名,文件语言以原文为准。
· 更新:
标准简介
OVERVIEW中文简介
该标准旨在帮助推荐人和使用者根据工程和环境条件准确选择和使用水泥。它涵盖了水泥的主要和次要组分、性能、剂量以及标准化等级,并提供了针对不同类型水泥(如波特兰水泥、高铝水泥等)的使用建议。
English summary
This standard assists recommenders and users in accurately selecting and using cements based on engineering and environmental conditions. It covers cement components, properties, dosages, and standardization grades, providing usage recommendations for various types of cements such as Portland and aluminous cements.
以上为根据文件整理的内容简介。
相关标签
标准内容预览
DOCUMENT PREVIEW1 水泥组分
水泥的核心组分(用百分比表示)是指主要组分和次要组分的总和(除硫酸钙和可能加入的添加剂之外)。
1.1 主要成分
1.1.1 波特兰熟料(K)
该成分是通过高温焙烧(超过 1450°)一种含有石灰石和黏土(平均比例为 80%-20%)的混合物得到的。
在该焙烧过程中,形成的水硬性铝酸盐和硅酸盐是:
- 硅酸三钙,3 CaO.SiO2,将其写成 C3S;
- 硅酸二钙,2 CaO.SiO2,将其写成 C2S;
- 铝酸三钙,3 CaO.Al2O3,将其写成 C3A;
- 铁铝酸四钙,4 CaO.Al2O3.Fe2O3,将其写成 C4AF。
根据原料的采石场和研究的性能,熟料是由 62%-67%的生石灰(CaO)、19%-25%的二氧化硅(SiO2)、2%-9%的氧化铝(Al2O3)和 1%-5%的氧化铁(Fe2O3)组成的。
1.1.2 高炉粒状矿渣(S)
它是指在高炉中的铁矿熔化后,其熔渣经过快速冷却后形成的粒状产物。
1.1.3 天然白榴火山灰(Z)
火山喷发(火山灰)或沉积作用的产物,主要由二氧化硅、氧化铝和氧化铁构成,本身就具有火山灰性能。
也可以是通过粘土或活性页岩的热处理得到的。
1.1.4 粉煤灰(V 或 W)
煤粉燃烧后,由烟气自锅炉中带出粒状微粒,对该粉状微粒进行静电除尘或机械除尘得到粉煤灰。
硅质粉煤灰(V)是一种主要由具有火山灰性的玻璃圆状颗粒组成的细粉末。
钙质粉煤灰(W)是一种具有水硬性和/或火山灰性的细粉末。
1.1.5 钙质页岩(T)
钙质页岩,尤其是钙质沥青页岩,是在一个特殊炉子中经过大约 800° 的高温处理之后的产物,它们具有水硬性和火山灰性。
1.1.6 石灰石(L)
某些钙质岩石研磨后的产物。
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Révision de la présente publication
Le contenu technique des publications de la CEI est constamment revu par la Commission afin d'assurer qu'il reflète bien l'état actuel de la technique.
Les renseignements relatifs à ce travail de révision, à l'établissement des éditions révisées et aux mises à jour peuvent être obtenus auprès des Comités nationaux de la CEI et en consultant les documents ci-dessous :
- Bulletin de la CEI
- Annuaire de la CEI
- Catalogue des publications de la CEI
Publié annuellement
Terminologie
En ce qui concerne la terminologie générale, le lecteur se reportera à la Publication 50 de la CEI : Vocabulaire Electrotechnique International (VEI), qui est établie sous forme de chapitres séparés traitant chacun d'un sujet défini, l'Index général étant publié séparément. Des détails complets sur le VEI peuvent être obtenus sur demande.
Les termes et définitions figurant dans la présente publication ont été soit repris du VEI, soit spécifiquement approuvés aux fins de cette publication.
Symboles graphiques et littéraux
Pour les symboles graphiques, symboles littéraux et signes d'usage général approuvés par la CEI, le lecteur consultera :
- la Publication 27 de la CEI : Symboles littéraux à utiliser en électrotechnique ;
- la Publication 617 de la CEI : Symboles graphiques pour schémas.
Les symboles et signes contenus dans la présente publication ont été soit repris des Publications 27 ou 617 de la CEI, soit spécifiquement approuvés aux fins de cette publication.
Publications de la CEI établies par le même Comité d'Etudes
L'attention du lecteur est attirée sur la page 3 de la couverture, qui énumère les publications de la CEI préparées par le Comité d'Etudes qui a établi la présente publication.
Revision of this publication
The technical content of IEC publications is kept under constant review by the IEC, thus ensuring that the content reflects current technology.
Information on the work of revision, the issue of revised editions and amendment sheets may be obtained from IEC National Committees and from the following IEC sources :
- IEC Bulletin
- IEC Yearbook
- Catalogue of IEC Publications
Published yearly
Terminology
For general terminology, readers are referred to IEC Publication 50 : International Electrotechnical Vocabulary (IEV), which is issued in the form of separate chapters each dealing with a specific field, the General Index being published as a separate booklet. Full details of the IEV will be supplied on request.
The terms and definitions contained in the present publication have either been taken from the IEV or have been specifically approved for the purpose of this publication.
Graphical and letter symbols
For graphical symbols, and letter symbols and signs approved by the IEC for general use, readers are referred to :
- IEC Publication 27 : Letter symbols to be used in electrical technology ;
- IEC Publication 617 : Graphical symbols for diagrams.
The symbols and signs contained in the present publication have either been taken from IEC Publications 27 or 617, or have been specifically approved for the purpose of this publication.
IEC publications prepared by the same Technical Committee
The attention of readers is drawn to the inside of the back cover, which lists IEC publications issued by the Technical Committee which has prepared the present publication.
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SOMMAIRE
| pages | |
|---|---|
| Extrait de l'arrêté du 12 février 2004 relatif à la composition du cahier des clauses techniques générales applicables aux marchés publics de travaux et approuvant ou modifiant divers fascicules | III |
| Circulaire n° 2004-16 du 4 mars 2004 relative à la modification du fascicule 56 du Cahier des clauses techniques générales applicables aux marchés publics de travaux | V |
| Rapport de présentation | IX |
| Fascicule 56 | |
| Table des matières | 1 |
| Fascicule 56 | 7 |
| Annexes | 77 |
| Liste des membres du groupe de travail | 129 |
TABLE DES MATIÈRES
| Pages | |
| Extraits du décret n° 83-253 du 8 avril 1987 relatif à la composition du cahier des clauses techniques générales applicables aux marchés publics de travaux et approuvant ou modifiant divers fascicules | V |
| Fascicule n° 76 — Textes et commentaires | 2 |
| Annexes | 41 |
| Rapport de présentation | 71 |
:current
Foreword
This document (EN 10216-3:2002) has been prepared by Technical Committee EC/TC 29, "Steel tubes and fittings for steel tubes", the secretariat of which is held by UNI.
This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by November 2002, and conflicting national standards shall be withdrawn at the latest by November 2002.
This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s).
For relationship with EU Directive(s), see informative annex ZA, which is an integral part of this document.
Other Parts of EN 10216 are:
| Part 1: | Non-alloy steel tubes with specified room temperature properties |
| Part 2: | Non-alloy and alloy steel tubes with specified elevated temperature properties |
| Part 4: | Non-alloy and alloy steel tubes with specified low temperature properties |
| Part 5: | Stainless steel tubes |
Another European Standard series covering tubes for pressure purposes is:
| EN 10217: | Welded steel tubes for pressure purposes |
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom.
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ISO 657-1 : 1988 (E)
Table 1 — Dimensions and sectional properties of hot-rolled equal-leg angles (concluded)
| Designation | Mass kg/m | Sectional area cm² | Dimensions | Distances of centre of gravity | Sectional properties about axes | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| X-X = Y-Y | U-U | V-V | ||||||||||||||
| A mm | l mm | rroot mm | cx = cy cm | cu cm | cv cm | Ix = Iy cm⁴ | rx = ry cm | Zx = Zy cm³ | Iu cm⁴ | ru cm | Iv cm⁴ | rv cm | Zv cm³ | |||
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) | (11) | (12) | (13) | (14) | (15) | (16) | (17) |
| 200 × 200 × 16 | 48,5 | 61,8 | 200 | 16 | 18 | 5,52 | 14,1 | 7,81 | 2 340 | 6,16 | 162 | 3 720 | 7,76 | 960 | 3,94 | 123 |
| 200 × 200 × 20 | 59,9 | 76,3 | 200 | 20 | 18 | 5,68 | 14,1 | 8,04 | 2 850 | 6,11 | 199 | 4 530 | 7,70 | 1 170 | 3,92 | 146 |
| 200 × 200 × 24 | 71,1 | 90,6 | 200 | 24 | 18 | 5,84 | 14,1 | 8,26 | 3 330 | 6,06 | 235 | 5 280 | 7,64 | 1 380 | 3,90 | 167 |
| 250 × 250 × 28 | 104 | 133 | 250 | 28 | 18 | 7,24 | 17,7 | 10,2 | 7 700 | 7,62 | 433 | 12 200 | 9,61 | 3 170 | 4,89 | 309 |
| 250 × 250 × 35 | 128 | 163 | 250 | 35 | 18 | 7,50 | 17,7 | 10,6 | 9 260 | 7,54 | 529 | 14 700 | 9,48 | 3 860 | 4,87 | 364 |
NOTES
- Member countries may choose, to be included in their national standards, the sizes which are required to meet their demand.
- For the angles so chosen, only thicknesses which can be rolled in their mills to meet the demand of the users may be selected from the list of thicknesses corresponding to equal angles in table 1.
- The sectional area has been calculated using the formula
S = [l/2 A - l) + 0,214 6 (rroot² - 2rtoe²)] × 1/100
where
S is the sectional area, in square centimetres;
l is the thickness, in millimetres;
rroot is the root radius, in millimetres;
rtoe is the toe radius, in millimetres;
A is the leg length, in millimetres.
- Mass is calculated on the basis of density of steel of 7,85 kg/dm³.
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