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北盟外语部分双语电影 (2)
北盟外语双语-经典电影北盟外语()-费城故事.rmvb 详情 548.9MB北盟外语()-狮子王.rmvb 详情 388.4MB北盟外语()-狮子王2.rmvb 详情 333.4MB北盟外语()-狮子王3.rmvb 详情 246.7MB北盟外语()-阿甘正传.rmvb 详情 532.4MB北盟外语()-这个杀手不太冷.rmvb 详情 395.7MB 北盟外语()-冰河世纪.rmvb 详情 278.6MB北盟外语()-冰河世纪2.rmvb 详情 346.8MB北盟外语()-简爱.rmvb 详情 369.1MB北盟外语()-高兴的大脚.rmvb 详情 548.5MB北盟外语()-音乐之声.rmvb 详情 740.9MB北盟外语()-拯救大兵瑞恩.rmvb 详情 823.0MB 北盟外语()-面纱.rmvb 详情 435.4MB北盟外语()-末代独裁.rmvb 详情 579.0MB北盟外语()-博物馆之夜.rmvb 详情 544.8MB北盟外语()-呆板人历险记.rmvb 详情 462.1MB 北盟外语()-时空线索.rmvb 详情 618.9MB北盟外语()-斯巴达300勇士.rmvb 详情 480.5MB 北盟外语()-结业生.rmvb 详情 500.2MB北盟外语()-汽车总发动.rmvb 详情 574.0MB北盟外语()-别惹蚂蚁.rmvb 详情 400.3MB北盟外语()-猖獗农庄.rmvb 详情 423.8MB北盟外语()-神人特工队.rmvb 详情 406.9MB北盟外语()-神人回来.rmvb 详情 518.1MB北盟外语()-鼠国流落记.rmvb 详情 423.6MB北盟外语()-龙骑士.rmvb 详情 474.9MB北盟外语()-竹篱墙外.rmvb 详情 358.9MB北盟外语()-复制贝多芬.rmvb 详情 353.1MB北盟外语()-触不到的情人.rmvb 详情 389.5MB 北盟外语()-达芬奇暗码.rmvb 详情 490.6MB北盟外语()-穿普拉达的妖怪.rmvb 详情 448.9MB 北盟外语()-纳尼亚传说.rmvb 详情 634.0MB北盟外语()-鲍比.rmvb 详情 524.2MB北盟外语()-啤酒节.rmvb 详情 552.7MB北盟外语()-奇妙遥控器.rmvb 详情 514.0MB北盟外语()-分别男女.rmvb 详情 420.7MB北盟外语()-X战警3.rmvb 详情 416.8MB北盟外语()-怪物史莱克.rmvb 详情 425.2MB北盟外语()-怪物史莱克2.rmvb 详情 414.2MB北盟外语()-忍者神龟.rmvb 详情 367.7MB北盟外语()-超等无敌掌门狗.rmvb 详情 419.4MB 北盟外语()-怪物公司.rmvb 详情 447.7MB。
电影收藏和点评
2013冰雪奇缘这电影的主题曲真的要被玩坏了，官方25国语言版，民间26地方言版，全世界的小伙伴们都在remix，乃们就没有考虑过艾莎女王的感受么~大小：3.95G来源：CMCT地心引力零重力下无助的自救，她真的做到了！大小：3G来源：CMCT森林战士和小伙伴一起，骑着小鸟打虫子大小：2.19G来源：飞鸟娱乐疯狂原始人所以说女汉子看上的男人，动手抢过来便是大小：2.19G来源：人人影视魔境仙踪重新启程的奥兹国旅程，即便剧情再渣，一样能让《绿野仙踪》的粉丝们趋之若鹜~其实嘛剧情也没有那么渣的大小：2.19G来源：CMCT一代宗师人家张震为了这部电影练成了八极拳全国比赛第一，结果王家卫给一顿剪，最后剩下了两场合计不到5分钟的戏，出手一次，总共一招，还是对付小混混，什么叫悲剧。
大小：4.2G来源：圣城家园僵尸世界大战看僵尸片基本关注的都是僵尸场景，而这部电影也没让观众失望，僵尸涌来的场景那叫一个happy~整体氛围也不是很惊悚，适合胆小的人大小：3.8G来源：CMCT超人：钢铁之躯一个特效控的导演遇上诺兰这样的制片人，让一切看起来都这么真实，而剧情上又可圈可点。
大小：4.44G来源：CMCT压片质量：Blu-Ray.720p圣杯神器：骸骨之城其实是冲着莉莉·柯林斯去的~大小：3.51G来源：CMCT惊天魔盗团看电影不就是为了被欺骗吗大小：3.36G来源：CMCT压片质量：BluRay.720p环太平洋有人说跟环太平洋比起来，变形金刚就是小儿科，对于这种说法，我只想说：还真是。
大小：4.19G来源：CMCT压片质量：Blu-Ray.720p安德的游戏那些不看好本片的人，后来都惊喜了大小：3.4G来源：CMCT压片质量：BluRay.720p独行侠可能，在荧幕上看德普发型怪异，面色苍白，神神叨叨的样子，是有瘾的大小：2.73G来源：飞鸟娱乐压片质量：BluRay.720p博士之日英国长寿科幻剧迎来50周年生日，莫法特终于没让众人失望，四任博士出镜，最后还来个全家福，加上两任小伙伴，时间线的魅力再一次迸发大小：2.21G来源：SF幻翔达拉斯买家俱乐部菲利普船长蓝色茉莉为奴十二年乔布斯传了不起的盖茨比金蝉脱壳斯大林格勒女巫猎人逃离地球急速蜗牛怪兽大学2012吸血鬼猎人林肯总统都敢拿来开涮？万恶的美帝导演你们够了！大小：2.18G来源：飞鸟娱乐压片质量：720p.BluRay勇敢传说妈妈和三个弟弟变成了熊样儿~偏生老爸是打熊英雄见熊就杀，年轻的公主好纠结大小：2.4G来源：CMCT环形使者回到过去想去阻止一场杀戮的灾难，却发现正是这一举动引起了这场杀戮，这死循环该怎么破~大小：3.4G来源：CMCT007：大破天幕杀机M夫人平静地走了，朱迪·丹奇总算可以卸任了大小：3.4G来源：CMCT猎杀本拉登一个女人人生的10年锲而不舍的投入到一件事上：从浩如烟海的反恐情报中寻找到一根稻草，然后用它压死一只叫做本·拉登的骆驼大小：3.42G来源：飞鸟影视被解救的姜戈不按常理出牌的昆汀，非得在马上就要圆满的时候膈应一下大小：4.38G来源：圣城家园逃离德黑兰一开场就悬着的心自始至终就没放下，根本停不下来啊大小：2.73G来源：飞鸟娱乐复仇者联盟联盟里有绿巨人这么一个bug存在，根本就是无敌的好么大小：2.94G来源：飞鸟娱乐林肯不太了解那段历史所以看起来有些糊涂，但这并不妨碍感受影帝的魅力大小：2.29G来源：人人影视乌云背后的幸福线奥斯卡影后之作，女主角最后的那一句”OK”，终于化解了之前所有的纠结。
EN 10216-2
EUROPEAN STANDARD NORME EUROP ÉENNE EUROP ÄISCHE NORMEN 10216-2May 2002+ A1March 2004ICS 23.040.10; 77.140.75English versionSeamless steel tubes for pressure purposes -Technical delivery conditions - Part 2: Non-alloy and alloy steel tubes with specifiedelevated temperature properties (including amendment A1:2004)Tubes sans soudure en acier pour service sous pression - Conditions techniques de livraison - Partie 2: Tubes en acier non alli é et alli é avec caract éristiques sp écifi ées àtemp érature élev ée(·nclut l amendement A1:2004)Nahtlose Stahlrohre f ür Druckbeanspruchungen - Technische Lieferbedingungen - Teil 2: Rohre aus unlegierten und legierten St ählen mit festgelegtenEigenschaften bei erh öhten Temperaturen(enth ält Änderung A1:2004)This European Standard was approved by CEN on 25 April 2002; amendment A1 was approved by CEN on 2 January 2004.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the official versions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATION C O M I T É E U RO P ÉE N D E N O R M A LI S A T I O N E UR O P ÄIS CH E S K O M I T E E F ÜR N O RM U N GManagement Centre: rue de Stassart, 36 B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members.Ref. No. EN 10216-2:2002 + A1:2004 EEN 10216-2:2002 (E)2ContentsForeword.....................................................................................................................................................................3 1 SCOPE............................................................................................................................................................4 2 NORMATIVE REFERENCES.........................................................................................................................4 3 TERMS AND DEFINITIONS...........................................................................................................................5 4 SYMBOLS.......................................................................................................................................................5 5 CLASSIFICATION AND DESIGNATION.......................................................................................................6 5.1 Classification.................................................................................................................................................6 5.2 Designation....................................................................................................................................................6 6 INFORMATION TO BE SUPPLIED BY THE PURCHASER..........................................................................6 6.1 Mandatory information .................................................................................................................................6 6.2 Options...........................................................................................................................................................7 6.3 Examples of an order....................................................................................................................................7 7 MANUFACTURING PROCESS......................................................................................................................8 7.1 Steel making process ...................................................................................................................................8 7.2 Deoxidation process.....................................................................................................................................8 7.3 Tube manufacture and delivery conditions................................................................................................8 8 REQUIREMENTS ...........................................................................................................................................8 8.1 General...........................................................................................................................................................8 8.2 Chemical composition..................................................................................................................................9 8.3 Mechanical properties ................................................................................................................................13 8.4 Appearance and internal soundness........................................................................................................18 8.5 Straightness.................................................................................................................................................18 8.6 Preparation of ends.....................................................................................................................................18 8.7 Dimensions, masses and tolerances........................................................................................................19 9 INSPECTION.................................................................................................................................................24 9.1 Types of inspection.....................................................................................................................................24 9.2 Inspection documents................................................................................................................................24 9.3 Summary of inspection and testing..........................................................................................................24 10 SAMPLING....................................................................................................................................................25 10.1 Frequency of tests ......................................................................................................................................25 10.2 Preparation of samples and test pieces ...................................................................................................26 11 TEST METHODS..........................................................................................................................................27 11.1 Chemical analysis.......................................................................................................................................27 11.2 Tensile test...................................................................................................................................................27 11.3 Flattening test..............................................................................................................................................28 11.4 Ring tensile test...........................................................................................................................................29 11.5 Drift expanding test.....................................................................................................................................29 11.6 Ring expanding test....................................................................................................................................30 11.7 Impact test....................................................................................................................................................30 11.8 Leak tightness test......................................................................................................................................31 11.9 Dimensional inspection..............................................................................................................................32 11.10 Visual examination......................................................................................................................................32 11.11 Non-destructive testing..............................................................................................................................32 11.12 Material identification .................................................................................................................................32 11.13 Retests, sorting and reprocessing............................................................................................................32 12 MARKING .....................................................................................................................................................33 12.1 Marking to be applied .................................................................................................................................33 12.2 Additional marking......................................................................................................................................33 13PROTECTION (33)Annex A (Informative) Creep rupture strength values........................................................................................34 Annex ZA (informative)............................................................................................................................................39 Bibliography (Informative).......................................................................................................................................40EN 10216-2:2002 (E)3ForewordThis document (EN 10216-2:2002) has been prepared by Technical Committee ECISS/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 3 : Alloy fine grain steel tubesPart 4 : Non-alloy and alloy steel tubes with specified low temperature properties Part 5 : Stainless steel tubesAnother European Standard series covering tubes for pressure purposes is: EN 10217:Welded steel tubes for pressure purposesAccording 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.Foreword to amendment A1This document (EN 10216-2:2002/A1:2004) has been prepared by Technical Committee ECISS/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 September 2004, and conflicting national standards shall be withdrawn at the latest by September 2004.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 97/23/EC.For relationship with EU Directive 97/23/EC, see informative annex ZA, which is an integral part of this document. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and UnitedKingdom.EN 10216-2:2002 (E)41 SCOPEThis Part of EN 10216 specifies the technical delivery conditions in two test categories for seamless tubes of circular cross section, with specified elevated temperature properties, made of non-alloy and alloy steel.NOTE This Part of EN 10216 may also be applied for tubes of non-circular cross section; necessary modification should be agreed a the time of enquiry and order.2 NORMATIVE REFERENCESThis European Standard incorporates by date or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For date references, subsequent amendments to or revisions of, any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments).The requirements of this European Standard rule when they differ from those in the standards and documents referred to below:EN 10002-1, Metallic materials - Tensile testing - Part 1: Method of test (at ambient temperature). EN 10002-5, Metallic materials - Tensile testing - Part 5: Method of testing (at elevated temperature). EN 10020, Definitions and classification of grades of steel.EN 10021, General technical delivery requirements for steel and iron products. EN 10027-1, Designation systems for steels - Part 1 : Steel names, principle symbols.. EN 10027-2, Designation systems for steels - Part 2: Numerical systems. EN 10045-1, Metallic materials - Charpy impact test - Part 1: Test method. EN 10052, Vocabulary of heat treatment terms for ferrous products. EN 10204, Metallic products - Types of inspection documents.ENV 10220, Seamless and welded steel tubes - Dimensions and masses per unit length EN 10233, Metallic materials - Tubes - Flattening test. EN 10234, Metallic materials - Tubes - Drift expanding test. EN 10236, Metallic materials - Tubes - Ring expanding test. EN 10237, Metallic materials - Tubes - Ring tensile test.EN 10246-1, Non-Destructive Testing of steel tubes Part 1 : Automatic electromagnetic testing of seamless and welded (except submerged arc welded) ferromagnetic steel tubes for verification of hydraulic leak-tightness. EN 10246-5,Non-Destructive Testing of steel tubes Part 5: Automatic full peripheral magnetic transducer/flux leakage testing of seamless and welded (except submerged arc-welded) ferromagnetic steel tubes for the detection of longitudinal imperfections.EN 10246-6, Non-Destructive Testing of steel tubes - Part 6: Automatic full peripheral ultrasonic testing of seamless steel tubes for the detection of transverse imperfections.EN 10216-2:2002 (E)5EN 10246-7, Non-Destructive Testing of steel tubes - Part 7 : Automatic full peripheral ultrasonic testing of seamless and welded (except submerged arc welded) steel tubes for the detection of longitudinal imperfections. EN 10246-14, Non-Destructive Testing of steel tubes - Part 14:Automatic ultrasonic testing of seamless and welded (except submerged arc welded) steel tubes for the detection of laminar imperfections.EN 10256, Non-Destructive Testing of steel tubes - Qualification and competence of level 1 and level 2 NDT personnel.EN ISO 377, Steel and steel products - Location and preparation of samples and test pieces for mechanical testing (ISO 377:1997)prEN 101681) , Iron and steel products - Inspection documents - List of information and description.prEN 102661), Steel tubes, fittings and structural hollow sections - Symbols and definition of terms for use in product standardsEN ISO 2566-1, Steel - Conversion of elongation values Part 1: Carbon and low-alloy steels (ISO 2566-1:1984) ISO 14284, Steel and iron - Sampling and preparation of samples for the determination of chemical composition CR 10260, Designation systems for steel - Additional symbolsCR 10261, ECISS Information Circular IC 11 - Iron and steel - Review of available methods of chemical analysis.3 TERMS AND DEFINITIONSFor the purposes of this Part of EN 10216, the terms and definitions given in EN 10020, EN 10021, EN 10052 and prEN 10266 and the following apply:3.1test categoryclassification that indicates the extent and level of inspection and testing 3.2employerorganisation for which a person works on a regular basis.NOTE The employer may be either the tube manufacturer or supplier or a third party organisation providing, Non-Destructive Testing (NDT) services.4 SYMBOLSFor the purpose of this Part of EN 10216, the symbols given in prEN 10266 and the following apply:d specified inside diameter;d min specified minimum inside diameter; T min specified minimum wall thickness; D c calculated outside diameter; d ccalculated inside diameter;1) In preparation; until this document is published as a European Standard, the corresponding national standard(s) should be agreed at the time of enquiry and order.EN 10216-2:2002 (E)6T c calculated wall thickness; TCtest category5 CLASSIFICATION AND DESIGNATION5.1 ClassificationIn accordance with the classification system in EN 10020, the steel grades P195GH, P235GH and P265GH are classified as non-alloy quality steels and the other steel grades are classified as alloy special steels.5.2 Designation5.2.1For the tubes covered by this Part of EN 10216 the steel designation consists of:the number of this Part of EN 10216; plus either:the steel name in accordance with EN 10027-1 and CR 10260; or:the steel number allocated in accordance with EN 10027-2. 5.2.2The steel name of non-alloy steel grades is designated by:the capital letter P for pressure purposes;the indication of the specified minimum yield strength at room temperature for wall thickness less than or equal to 16 mm, expressed in MPa (see Table 4): the symbols GH for elevated temperature.5.2.3 The steel name of alloy steel grades is designated by the chemical composition (see Table 2) and the symbols for the heat treatment, where specified in column 3 and footnote 3 of Table 1.6 INFORMATION TO BE SUPPLIED BY THE PURCHASER6.1 Mandatory informationThe following information shall be supplied by the purchaser at the time of enquiry and order: a) the quantity (mass or total length or number); b) the term "tube";c) the dimensions (outside diameter D and wall thickness T or a set of dimensions covered by Option 11) (seeTable 6); d) the designation of the steel grade in accordance with this Part of EN 10216 (see 5.2); e)the test category for non-alloy steel (see 9.3).EN 10216-2:2002 (E)76.2 OptionsA number of options are specified in this Part of EN 10216 and these are listed below. In the event that the purchaser does not indicate a wish to implement any of these options at the time of enquiry and order, the tubes shall be supplied in accordance with the basic specification (see 6.1).1) Cold finishing (see 7.3.2).2) Restriction on copper and tin content (see Table 2). 3) Product analysis (see 8.2.2). 4) Impact testing (see Table 4).5) Longitudinal impact testing at -10° C for non-alloy steel grades (see Table 4). 6) Tensile testing at elevated temperature (see 8.3.2). 7) Selection of leak-tightness test method (see 8.4.2.1).8) Non-Destructive Testing for test category 2 tubes for detection of transverse imperfections (see 8.4.2.2).9) Non-Destructive Testing for test category 2 tubes for detection of laminar imperfections (see 8.4.2.2). 10) Special ends preparation (see 8.6).11) Set of dimensions other than D and T (see 8.7.1). 12) Exact lengths (see 8.7.3).13) The type of inspection document other than the standard document (see 9.2.1). 14) Test pressure for hydrostatic leak-tightness test (see 11.8.1). 15) Wall thickness measurement away from the ends (see 11.9). 16) Non-Destructive Testing method (see 11.11.1). 17) Additional marking (see 12.2). 18)Protection (see 13).6.3 Examples of an order6.3.1 Example 1100 t of seamless tube with an outside diameter of 168,3 mm, a wall thickness of 4,5 mm, in accordance with EN 10216-2, made of steel grade P265GH, to test category 1 with a 3.1.C inspection certificate in accordance with EN 10204:100 t - Tube - 168,3 x 4,5 - EN 10216-2 - P265GH - TC1 - Option 13: 3.1.C6.3.2 Example 2100 m of seamless tube with a minimum inside diameter of 240 mm, a minimum wall thickness of 40 mm in accordance with Part of EN 10216, made of steel grade 10CrMo9-10, with a 3.1.C inspection certificate in accordance with EN 10204:100 m - Tube - d min 240 x T min40 - EN 10216-2 - 10CrMo9-10 - Option 13: 3.1.CEN 10216-2:2002 (E)87 MANUFACTURING PROCESS7.1 Steel making processThe steel making process is at the discretion of the manufacturer.7.2 Deoxidation processSteels shall be fully killed.7.3 Tube manufacture and delivery conditions7.3.1 All NDT activities shall be carried out by qualified and competent level 1,2 and/or 3 personnel authorised to operate by the employer.The qualification shall be in accordance with EN 10256 or, at least, an equivalent to it.It is recommended that the level 3 personnel be certified in accordance with EN 473 or, at least, an equivalent to it.The operating authorisation issued by the employer shall be in accordance with a written procedure. NDT operations shall be authorised by level 3 NDT individual approved by the employer.NOTEThe definition of level 1, 2 and 3 can be found in appropriate Standards, e.g. EN 473 and prEN 102567.3.2 The tubes shall be manufactured by a seamless process.Unless option 1 is specified, the tubes may be either hot or cold finished at the discretion of the manufacturer. The terms hot finished and cold finished apply to the condition of the tube before it is heat treated in accordance with7.3.3.Option 1: The tubes shall be cold finished before heat treatment. 7.3.3The tubes shall be supplied in the relevant heat treatment conditions as specified in Table 1.8 REQUIREMENTS8.1 GeneralWhen supplied in a delivery condition indicated in clause 7.3 and inspected in accordance with clauses 9, 10 and 11, the tubes shall conform to the requirements of this Part of EN 10216.In addition, the general technical delivery requirements specified in EN 10021 shall apply.Tubes shall be suitable for hot and cold bending provided the bending is carried out in an appropriate manner. When tubes are specified in the order by d, d min or T min the following equations, with all terms in mm, shall apply for the calculation of outside diameter D c , inside diameter d c and wall thickness T c , instead of D, d and T for the relevant requirements in clauses 8.4.1.4, 10.2.2.2, 11.3, 11.8.1, 11.9, 11.11.4, 12.1 and Table 1, footnote c, Tables 4, 5, 8, 10, 13 and 14: D c =T d2(1)D c = T d of tolerance d 22minmin(2)EN 10216-2:2002 (E)9d c = 2minmind of toleranced(3)T c = 2minminT of toleranceT(4)For tolerance see Tables 8, 9 and 10.8.2 Chemical composition8.2.1 Cast analysisThe cast analysis reported by the steel producer shall apply and conform to the requirements of Table 2.NOTE When welding tubes produced in accordance with this Part of this EN 10216, account should be taken of the fact that the behaviour of the steel during and after welding is dependent not only on the steel, but also on the applied heat treatment and the conditions of preparing for and carrying out the welding.8.2.2 Product analysisOption 3 : Product analysis for the tubes shall be supplied.Table 3 specifies the permissible deviations of the product analysis from the specified limits on cast analysisgiven in Table 2.EN 10216-2:2002 (E)10Table 1 Heat treatment conditions Steel grade Heattreatment aAustenizing Tempering SteelnameSteelnumberTemperature°CCoolingMediumTemperature°CCoolingmedium P195GH 1.0348 +N b880 to 940 Air - -P235GH 1.0345 +N b880 to 940 Air - -P265GH 1.0425 +N b880 to 940 Air - - 20MnNb6 1.0471 +N b900 to 960 Air - - 16Mo3 1.5415 +N b890 to 950 Air - -8MoB5-4 1.5450 +N b920 to 960 Air - - 14MoV6-3 1.7715 +NT b c930 to 990 Air 680 to730 air 10CrMo5-5 1.7338 +NT b c900 to 960 Air 650 to 750 air 13CrMo4-5 1.7335 +NT b c900 to 960 Air 660 to 730 air 10CrMo9-10 1.7380 +NT b c900 to 960 Air 680 to 750 air 11CrMo9-10 1.7383 +QT 900 to 960 Air or Liquid 680 to 750 air 25CrMo4 1.7218 +QT 860 to 900 Air or Liquid 620 to 680 air 20CrMoV13-5-5 1.7779 +QT 980 to 1030 Air or Liquid 680 to 730 air 15NiCuMoNb5-6-4 1.6368 +NT c880 to 980 Air 580 to 680 airX11CrMo5+I 1.7362+I +I 890 to 950 FurnaceAtmosphere- -X11CrMo5+NT1 1.7362+NT1 +NT1 930 to 980 Air 730 to 770 airX11CrMo5+NT2 1.7362+NT2 +NT2 c930 to 980 air 710 to 750 airX11CrMo9-1+I 1.7386+I +I 950 to 980 FurnaceAtmosphere- -X11CrMo9-1+NT 1.7386+NT +NT c890 to 950 air 720 to 800 airX10CrMoVNb9-1 1.4903 +NT c1040 to 1090 air 730 to 780 airX20CrMoV11-1 1.4922 +NT c1020 to 1080 air 730 to 780 aira+N = Normalising, +NT = Normalising + Tempering, +QT = Quenching + Tempering (air or liquid), +I = Isothermal Annealing.b Normalising includes Normalising Forming.c For these steel grades it may be necessary in the case of wall thickness T above 25 mm or T/D > 0,15 to apply quenching and tempering in order to achieve the intended structure and material properties . The decision shall be left to the discretion of the manufacturer but shall be stated to the customer at the time of enquiry and order. Steel tubes treated in such a way shall be designated by the steel name supplemented by the symbol +QT .EN 10216-2:2002 (E)13Table 3 Permissible deviations of the product analysis from specified limits on cast analysis given in Table 2Element Limiting value for the cast analysis in accordance with Table 2 % by massPermissible deviation of the product analysis% by mass C0,29 0,02 0,400,05 Si 0,40 to 1,000,06 1,000,05 Mn 1,00 to 1,500,10 P 0,025+ 0,005 0,010+ 0,003 S 0,010 0,020+ 0,005 Al 0,0600,005 B0,0060,001 1,000,05 1,00 to 10,000,10 Cr 10,00 to 12,500,15 Cu0,80 0,05 0,35 0,03 Mo0,35 to 1,20 0,04 N0,070 0,01 Nb0,10 0,005 0,35 0,05 Ni0,35 to 1,30 0,07 Ti0,060 + 0,010 0,10+ 0,01 V 0,10 to 0,55 0,03 8.3 Mechanical properties8.3.1 Mechanical properties at and below room temperatureThe mechanical properties at and below room temperature of the tubes shall conform to the requirements in Table 4 and in clauses 11.3, 11.4, 11.5 and 11.6.8.3.2 Proof strength at elevated temperatureThe minimum proof strength R p0,2 values at elevated temperature are given in Table 5.Option 6: Proof strength R p0,2 shall be verified. The test temperature shall be specified at the time of enquiry and order.。
星际迷航12暗黑无界双语字幕
星际迷航12: 暗黑无界双语文档（带时间轴）0:01:33.42,0:01:36.09, 该死，这是我们的坐骑。
你刚刚击晕了我们的坐骑。
Damn it, man! That was our ride! You just stunne d our ride!0:01:38.13,0:01:39.18, 这下好了。
Oh, great.0:01:40.43,0:01:41.47, 快跑！Run!0:01:47.81,0:01:49.27, 你到底拿了什么鬼东西？What the hell did you take?0:01:49.31,0:01:51.23, 我不知道，但他们对它鞠躬来着。
I have no idea, but they were bowing to it.0:01:51.98,0:01:53.23, 柯克呼叫1号穿梭机。
Kirk to Shuttle One.0:01:53.53,0:01:54.94, 当地人已经离开了危险区。
Locals a re out of the kill zone.0:01:54.98,0:01:56.28, 你们已经清障，重复。
You are clear. Repeat.0:01:56.44,0:02:00.12, 斯波克，赶紧进去，把火山停息下来然后一起离开这里。
Spock, get in there, neutra lizethe volcano and let's get out of here.0:02:07.12,0:02:09.17, 我们必须立即行动，我告诉过舰长We have to do this now! I told the Captain0:02:09.29,0:02:11.33, 穿梭机无法承受这种高温。
the shuttle wasn't builtfor this kind of heat.0:02:11.63,0:02:13.80, 舰长，当地居民是否有察觉到你的存在？Captain, did the indige nouslife formssee you?0:02:14.05,0:02:15.71, 不，斯波克先生，他们没有。
《鲨海逃生47MetersDown-Uncaged（2019）》英中字幕
Girls, I know I said I was going to hang with you this weekend, But opening this new passageway, It means that there's this team of archaeologists. They fly in from Europe next week. - It's fine, Dad. So I got to finish mapping the caves, laying the lights... You don't have to explain. But your father planned something very special for the two of you. What? Well, the shark tooth is a clue. Girls, come on. Here, show them. There you go. A glass bottomed white sharks in their natural habitat? Sounds fun to me. No. This is for tourists. Well, we're kind of tourists. Girls, it's going to be awesome. They take you out to where the great whites feed. You get to watch them through this viewing gallery in the bottom of the ship. It's awesome. No. I have plans for tomorrow. Well, you'll just have to rearrange your plans. And besides, I think this is a wonderful way for the two of you To spend quality time together. - Yeah. Where are you going? To let Alexa and Nicole know that I can't hang out tomorrow. Is that okay? Watch your tone. Well, I am sorry about tomorrow, but the sharks are going to be really cool. And maybe next week you and I can go scuba diving. Remember how much you used to like diving
电影清晰度级别
1.CAM（枪版）——珍爱生命，远离枪版CAM通常是用数码摄像机从电影院盗录。
有时会使用小三角架，但大多数时候不可能使用，所以摄像机会抖动。
因此我们看到画面通常偏暗人物常常会失真，下方的字幕时常会出现倾斜。
由于声音是从摄像机自带的话筒录制，所以经常会录到观众的笑声等声音。
因为这些因素，图象和声音质量通常都很差。
举例说明：Journey.To.The.Center.Of.The.Earth.CAM.XV iD-CAMERA（地心游记3D枪版）2.TS——只比枪版好一点TS 与CAM版的标准是相同的。
但它使用的是外置音源（一般是影院座椅上为听力不好的人设的耳机孔）这个音源不能保证是好的音源，因为受到很多背景噪音的干扰。
TS是在空的影院或是用专业摄像机在投影室录制，所以图象质量可能比CAM好。
但画面的起伏很大。
常出现的有一般TS版和经过修复清晰TS版。
举例说明：Iron.Man.PROPER.TS.XviD-iLG（钢铁侠TS版）3.TC——基本也可以忽略TC使用电视电影机从胶片直接数字拷贝。
画面质量还不错,但亮度不足，有些昏暗。
很多时候制作TC使用的音源来自TS，因此音质很差，但画面质量远好过TS。
如果不是太讲究的话TC版还是不错的选择。
举例说明：Madagascar.2005.TC.XviD.AC3.avi（马达加斯加TC版）4.DVDSCR——最差也要看这个预览版的或者是测试版的DVD，非正式出版的版本。
从预览版DVD 中获取，通过mpeg-4技术进行高质量压缩的视频格式。
能比DVDRip早发布，但画质稍差。
（经常有一些不在黑边里在屏幕下方滚动的消息，包含版权和反盗版电话号码，会影响观看。
）如果没有严格的划分它的画质应与TC版差不多。
举例说明：Quantum.of.Solace.REPACK.DVDSCR.XviD-COALiTiON.avi（007大破量子危机DVDSCR版）5.DVDRIP——比较理想的版本DVDRIP是从最终版的DVD转制。
2015年美国8.2分科幻片《火星救援火星任务》国英双语双字
８ .剧组搭建了大约 20 个场景，这相对于其他影片来说并 不算多，不过这些场景在工艺上非常精湛。
９ .雷德利·斯科特看到了剧本非常喜欢，甚至推迟了《普 罗米修斯 2》的拍摄进程，火速接导演职位。
◎幕后制作
影片获得了美国宇航局 NASA 的全力支持。剧本有 50 页的内容都是有关 NASA 的细节， 力求呈现出的宇航员形象 和行动符合实情。影片总共拍摄周期大约是 70 天，其中拍 摄 NASA 细节的内容花了剧组 21 天时间。
暴，马克与他的团队失联，而恶劣的天气也让他们无法搜救 他。孤身一人置身于火星这颗红色星球的马克面临着飞船损 毁、补己不足、恶劣环境等重重困难，他必须想方设法在这 个荒凉而狂野的星球活下来，并一直支撑到有人来救他回地 球。
◎幕后花絮
１ .为了成为一名合格的宇航员角色，马特·达蒙每天需要 经过一系列体能训练，包括力量练习、跑步、跳绳等。
影片改编自安迪·威尔同名原著。马特·达蒙饰演主人公 马克·瓦特尼，他是阿瑞斯 3 号 (Ares 3) 飞船上的六名宇航员 之一。飞船在执行火星登陆任务时意外遇到剧烈沙尘暴，造 成沃特尼滞留火星，而同船的其他宇航员都以为他已经牺牲。 飞船的指挥官梅丽莎·勒维斯（杰西卡·查斯坦饰演）为此深 感自责，但无奈之下只能率领其他宇航员返回地球。幸运的 是，沃特尼是一名生物学家，也是极其富有创新精神和实际 操作能力的机械工程师，他奇迹般地在火星生存下来，但却 无法与地球取得联系告知别人他生还的消息。终于在一张卫 星照片显示火星上出现了异常现象之后， NASA 才察觉到马 特还活着，由此展开了营救行动。行动必须与时间赛跑，因 为火星上可使用的生存资源很快就会被耗尽。
海军罪案调查处-洛杉矶--第12季第2集-字幕-对白-纯英文-看美剧学英语-打印-word版
Your team is being ordered to investigateallegations by two Navy SEALsagainst Special Warfare Chief Petty Officer Thomas Argento. Everybody, cameras off.Operators First Class Kendricks and Barr claimChief Argento murdered an unarmed, unconsciousand injured Taliban prisoner in cold blood.We're going to Afghanistan.Afghanistan Afghanistan?I'm NCIS Agent Sam Hanna.I heard of Chief Hanna.- The guy's like a legend. - Chief Petty Officer Argento? You're now in the custody of NCIS.Do you swear that the statement you've provided- is true and accurate to the best of your belief? - I do.- I do. - I do.- I do. - You're never gonna convict me.We'll talk after the trial.Reveille!Reveille! Reveille!Reveille!Reveille!Reveille!Reveille!Reveille!Reveille!Good morning... Chief.Reveille!Reveille! Reveille!"Anchors aweigh.""Anchors aweigh."Or is it "Anchors going away"?Reveille!All dressed up for your big day...Chief?Anchors going away.I'm coming.This is a big day, G. A very big day.I know.Then why aren't you here?We'll be fine.I don't want to be fine. I want to be early.I know. I'm sorry. I...I had an issue with my tie.Just get your ass out here.I got this.I am the walrus. Whoa... Look at that.I am the walrus. Whoa... Look at that.Nope. Kens?- Yeah? - Hi.Hey. Talked to Rountree.Ooh, hey. You think Rountree can do this blindfolded?Uh, I know he can.You're probably right. Is he heading down to San Diego? No, he's actually almost there.Oh, if he beats Sam and Callen to the courthouse,there is gonna be blood.Yeah.This is a big day, Deeks. A really big day.I know. I know it's a big day.It's a huge day. I'm just stating the obvious,that, based on the circumstances,Sam is gonna be in a really, really bad mood.You know what? I'm just happythat Rountree's gonna get to finish what he started.You know? This was his first case with the team,it's his first time in country, it's his first war criminal. Ah, yeah.I remember my first war criminal like it was yesterday. You always remember your first.Why?Why, baby? Just...why?- What? - Ugh.What? It's a, it's a coping mechanism.You know what I'm saying?Without comedy, there is only pain.Good morning.I'm just on my way in,but, uh, wondering if we have anything yet?No, and I really hope it stays that way, for SECNAV's sake. How bad does it look?It's bad. The president's tweeting about it.Well, that's obvious.I mean, it's the only thing cable news is covering right now. Well, it's a big day.A really big day.And this trial's a really big deal.The stakes couldn't be higher.Well, let me tell you,anxiety levels are definitely creeping up there.Now, is that more of a professional assessmentof the situation, or a personal observation?Oh, that's personal.Very personal.Yeah, I hear that, girl.I guess now it really depends on the prosecution's case.I can't even imagine what kind of pressure they must be under. Yes and no.It's not their first rodeo.I have a feeling we're gonna be just fine.I have a feeling we're gonna be just fine.Lieutenant Colonel Castro?Special Agent Sam Hanna, NCIS.- We spoke on the phone. - Yes, a couple of times.Thank you so much for coming.Of course. My partners, Agent, uh, Callen and Rountree,are around here somewhere. They're probably trying to hunt down breakfast. In the courthouse?They got strong stomachs.How are you feeling about today?Good. It's a strong case.As you know,Kendricks, Barr, Moffet and Cole gave almost identical accountsof Argento's war crimes, which speak for themselves.The defense is gonna try to tear them apart on the stand,but they've been prepped, and they're ready for it.-How are they holding up? - Incredibly well,all things considered.Not one of them has wavered since we started down this road.Well, they're sailors trying to do the right thing.Doesn't make it any easier.Amen.Let me knowif you need anything, huh?Will do.Excuse me. Ms. Castro?Lieutenant Colonel Castro, yes.Right, your title. I'm sorry. I'm still getting used to all of this pageantry.I'm sorry. Who are you?Margaux West, Esquire.Chief Argento's civilian defense counsel.You've heard of me.I'm a quick study.I flew in this morning from New York. Private.I'm sure you did.Thomas Argento's wife's cousin, the senator, and I go way back.He called in a favor, I thought to myself, "Ugh, how could I not say yes?" How could you not?So, all of this to say,I know you've been dealing with the public defender up until now.The defense counsel.But I will be taking the reins from here.I look forward to it.Good luck today.Thank you.I won't be needing it.Oh, this is going to be fun.All rise.Chief Argento.You have the right to be tried by a court-martialcomposed of a panel of members including one-third enlisted personsor by military judge alone.If you choose military judge alone,I will decide if you are guilty or not guilty.And if you are convicted of any offense,I will determine your sentence. Do you understand?Yes, sir.Do you wishto be tried by a court-martial or by military judge alone?Military judge alone, sir.Your requestis approved and this court-martial is assembled.You may be seated.This is a judge-alone trial,as requested by the accused.Presentation of witnessstatements help me understandevidence to be presentedbut are not, in fact, evidence.The government carriesthe burden of proof.Trial counsel, you may make your opening statement.Thank you, Your Honor.There's a reason why the presidentand all the television pundits and the nationhave turned their attention to this particular case.And it is not because the sailor in question, Chief Petty Officer Thomas Argento,has been accused of murdering an unarmed, unconscious and injured Taliban prisoner. As heinous as Argento's actionsand conduct may have been,he is actually not the reasonwhy we are here today.We're here because of how we know about Chief Argento's alleged crimes.We're here because four of Chief Argento's SEAL Team membershad the audacity to speak up about the atrocities they witnessed.We're here because these four brave sailorsrecognized that their leaderwas committing what could only be described as war crimes,and made the difficult decision to not stay silent about them.We're here because four honorable sailorsknew the code of conductand respected it enoughto come forwardwith the truth.Now, over the course of this trial,you will hear testimony from three of them.Special Warfare Operator First Class Malcolm Kendricks, Petty Officer William Moffetand Petty Officer Second Class Michael Cole.Special Warfare Operator First Class Adam Barris awayon a classified op.These men will swear that on December 19 of last year, immediately following an air strike,Chief Argento instructed his mento turn off their vest cameras while he used his hunting knifeto repeatedly stab and murder a Taliban cleric who was injured and medically sedatedbut otherwisewould have survived.But that's not all.Chief Argento didn't stop there.The witnesses will also testify that after Chief Argentokilled this prisoner of war, he dragged the dead body outside and forced members of his SEAL Teamto pose with the corpse for a photo.I said everybody.Move it, Kendricks.Even though Chief Argento had the foresightto instruct his men to turn off their vest cameras,we do have this image to present as evidence in this case.As for what happened before the photo was taken,four sailors with impeccable recordshave put their careers on the lineto defend the code of conduct, even in a time of war.Petty Officers Kendricks, Moffet, Cole and Barrembody what it means to be a sailor.Chief Petty Officer Thomas Argento, on the other hand,is not worthy of the trident that is pinned on his uniform. He is a war criminal, plain and simple.As plain and as simple as the facts of this case.Thank you, Lieutenant Colonel.Does the defense wish to make an opening statement now or reserve until the close of the prosecution's case?The defense wishes to reserve opening statement.In that case,after a brief ten-minute recess,the prosecution will call its first witness.All rise.Oh.Hello?Fatima?I'm trying to meditate.And, uh...- how's this going for you? - I don't get it.I spent a fortune on these candles.And I didn't realize they were scented.Yeah, I can, I can smell that.I have such a headache and I keep repeating the same thing,but it just makes me more stressed.Right. Well, what is your mantra?There's a lot riding on this.Oh, I-I'm aware of that.No, that's, that's my mantra.Oh.Oh.Ugh, I'm doing this wrong.No, no, it-it's not wrong.It's just maybe... not entirely right.Do you know of anything that will make me feel better? Unfortunately, not while we're on the clock.And I may have found something that will make you feel even worse. Okay, what is it?The senator-- Argento's wife's cousin--just posted something on social media.Will you read it to me?Yes."Chief Petty Officer Thomas Argento"Is an American hero of the highest regard."And those who slander his good name"Will burn in the eternal fire,prepared for the devil and his angels."Well, that's a ray of sunshine.Yeah.You think he knows something we don't?I hope not.Me, too.Petty Officer Kendricks.Did you provide a signedand sworn statementof the events in question to NCISwhile they were still fresh in your mind?Yes, ma'am, I did.Let the record reflectthat I'm handing the witness a sworn statementdated April 20, 2020.The record shallso reflect.Please take a moment to review the sworn statementand look up when you're finished reading it.Petty Officer Kendricks?Is that your sworn statement?Yes, ma'am, it is.And is your sworn statementa true and accurate account of the eventsthat took place on December 19, 2019?No, ma'am, it's not.What about your statement, is inaccurate?It's true that a Taliban cleric died after he was in our custody. But Chief Petty Officer Argento wasn't the one who killed him. Uh...who killed the prisoner, Petty Officer Kendricks?I did, ma'am.It was me.What the hell just happened?Kendricks just blew this case out of the water.You know what really hurts?We fought to get that guy immunity.Counsel, please approach the bench.Lieutenant Colonel Castro, what the hell is going on?I can fix this.Can you, though?Do you want to continuequestioning your witness or do you need time?I need time.I respectfully request a one-week continuance,Your Honor.Your Honor...When you're spoken to, Counselor.This can't wait that long.You know what kind of pressure we're all under here.Best I can do is, uh,give you an hour.Your Honor?I think that's being more than generous.And I think you just changed my mind.Lieutenant Colonel, you now have until 1400.Thanks for the help, Counselor.Appreciate it.At the prosecution'srequest, the court will stand under recess until 1400. The witness is dismissed until then.All rise.Look at him.Cool as a cat.Think Argento had anything to do with Kendricks changing his story?I don't know, but I can't wait to find out.Kendricks.Kendricks, talk to me!Get away from me, Sam.Come on, what was that back there?You know you can talk to me, right?Hey.Kendricks, you know you can talk to me, right?!Kendricks!Agent Callen.Tough break today, huh?Yeah, and the hits keep on coming.I just found out that Moffet,my second witness, never showed. Well, that sucks.And I can't risk putting anyone on the standuntil I know what the hell happened to Kendricks.I just...can't believe how similar this case is to the Gallagher trial.被指控犯下战犯罪的他最终仅有「与战俘尸体合影」一罪成立Look... we're here to help.Just tell me what you need.I need to know what the hell happened.Okay, I'm gonna have my team look into...everyone that went to visit Argento when he was at the brig. If there was a plan to move against your witnesses... Someone would've told Argento about it in person. Exactly. I'll also look into Kendrick's family.If somebody on Argento's team threatened them,they may have convinced Kendricks to change his story.- Agent Callen? - Yeah?Thank you.Don't thank me yet.Agent Rountree.Petty Officer Cole.- It's been a while. - Yeah. It has.How can I help you?You got it all wrong. I want to know how I can help you.I heard about Kendrick's testimony.And?And-and I fought next to that man for three years.In all that time, I never heard him tell a lie.- Till he just did under oath. - I know Kendricks.And Moffet and Argento.I can help.Well, that's good because we're gonna need it.Hey, how we looking?Um...Fatima, I like you. I like working with you.But we haven't developed a shorthand yet,so you're gonna have to just spill it.Okay, okay, um, so I've been reviewing Argento's visitors logand it is bizarre.How so?Well, for starters, his wife never went to see him.Ooh, that's an ouch.Yeah, neither did his sister, his brother, his parents or his in-laws. Okay, that makes no sense.Each of them have been all over the press for weeksbeating the drum that Argento's the victim of a witch hunt,- that he's totally innocent. - Yeah. Exactly, it's super weird.Wait. Are you at Hetty's desk?- How do I look? - It suits you.Hold on, has anyone visited Argento?Well, that brings us to chapter two of Argento's very bizarre visitors log. Because a ton of people visited him in the brig.Who, random SEAL Team fanboys?I don't know. I don't recognize their names,but that doesn't necessarily mean anything.Or maybe it does.Quiet neighborhood.Too quiet.Like 28 Days Laterquiet.Like 28 Days Laterquiet.Like zombies quiet-- I don't like this.Federal agents! Open up!Federal agents! Open up the door!I'm sorry, who are you?We're federal agents with NCIS.We heard a scream. Can you open up the door, please?No problem, I'll open the dooras soon as you put your G-U-N-S away.Oh, okay.Oh.Yeah... oh.Hi, I am Special Agent Kensi Blye with NCIS, this is my partner, Detective Deeks. And, uh, this belongs to Colin, who just found Sasha in a game of hide-and-seek. Hence the scream.Hence the scream.Which makes you Monica Kendricks.- We worked with your husband? - I know who you are.Thank you for everything you did to support Malcolm.He couldn't have gotten up and testified today without your support.Uh, actually, about that...What?Could we have a word with you for a moment?I don't understand-- is Malcolm okay?Yeah, no, he-he-he's totally fine.We-we promise you.Oh, thank goodness.The pressure that man has been under. That he's put on himself.You have no idea.That's actually what we wanted to talk to youabout given what happenedin court today.What happened in court today?What? I turned my phone off and I haven't been watching the news.I didn't want the kids to see something about their dad that might scare them. Um...so Malcolm changed his testimonyon the stand today.Changed it how?Listen, there's no easy way to say this.Malcolm said he was the one that killed the Taliban cleric,- not Argento. I'm sorry, that's... - What? No.Did Malcolm receive any threats about his testimony,or were you and the kids threatened in any way?No. I don't believe you.Which part do you not believe?That my husband would put himself through a living helljust to lie when he got on the stand today.Look at that.If it isn't the man, the myth, the legend himselfSam Hanna, in the flesh.To what do I owe the great honor?Not in a talking mood today?I've been there. I get it.Bet you didn't see that coming, did you?The question is, did you?Did you know Kendricks was gonna change his testimony?I think I was more surprised than anyone else in that courtroom.Imagine the key witness claiming he was the one who committed the crime. How crazy is that?I don't know what kind of game you're playing, Argento...Oh, this is no game.This is my life.And I have no intention of spending the rest of it behind bars.And after what happened today,doesn't look like I'm gonna have to.This isn't over, Argento.Pretty sure it is.Straight to voice mail.And Moffet's not picking up his home phone, either.Which means he's either in trouble, or he's gone underground.Either way, we need to find him and make surehe's ready to testify by 2:00.Or Argento walks.So where is he? You said you wanted to help. Let me hear something. Look, I know...I know Moffet works out at a gym downtown.And he has an ex, so... so if he's not at homeand he's not at the gym,and he hasn't been kidnapped and tortured by Argento's minions,then maybe he's holed up at her place.All right, go to the gym, see if anyone's seen Moffet.I'll head to his ex's house.This is not how today was supposed to go down.Wow, I don't even know what to say.Told you it was bizarre.Yeah, you were right, and it gets more bizarre by the minute.Should I call Kensi and Deeks?Yeah. I'll patch Kensi in.Hey, Kens?- Hey. - Fatima and I have something rather curious to share.Okay, what is it?So we've been going through Argento's visitors log at the brig,and not one of his visitors has any kind of connection to him.Not through family, not through social media.- That's weird. - Yeah, don't worry, it gets weirder.We did some digging,and we realized that even though none of the visitors have a connection to Argento, they all have a connection to each other.All of them work for the same courier service here in L.A.So there were couriers literally delivering messages to Argento from the outside? So it seems.Good work, ladies. Send me that address to the courier service.Already did.Nice work, Fatima.I am the woman who looks like she's still in her 40s,in the Nancy Reagan red suit.in the Nancy Reagan red suit.Godspeed.Lieutenant Colonel.Did I get that right?I was wondering if we could talk.About dropping the charges against my client?Not quite.Because your first witness blew himself up on the stand.Didn't even have the pleasure of crossing him.And so, I hear your second didn't show?And if memory serves, you only have one witness left, so...Don't get me wrong, I cannot wait to go toe-to-toe with you.Ah, when the senator called,told me about this case, who I'd be up against,I literally cleared my calendar for this trial.I'm so... flattered.Ah.Hi.Thank you.But you have got to give me something to work with here,because the most challenging part of my day so farhas been Postmating this Red Eye to the courthouse.Careful what you wish for.Because if I find out you or anyone working with you was responsiblefor my witness changing his testimony or not showing up to court,you will be disbarred so fast that coffee will still be hot enough to burn you. Well, all right.Maybe this is worth my time after all.I'll see you at 1400.- Hello, - Hi.and welcome to Seda's Printing & Direct Mailing,the fastest, most affordable,most secure way to deliveryour message anywhere in Southern California.- Well, hi. - Don't take my word for it.Just ask our customers on Yelp.- They love us there, and I'm confident you will, too. - That's great.- So... - My name is Martin.It's a pleasure to meet you. How may I assist you?I don't... Is he done?- Yeah, no, he's done. - Are you done?The man posed a question, so now it's... We get to go.- Hit it. - Okay. Hi.- Howdy. - Hi. I'm Special Agent Kensi Blye, NCIS.This is my partner, LAPD Detective Deeks.My name is Martin. It's a pleasure to meet you.- How may I assist you? - Yeah, you already said that part.- Please don't distract him. - That's a valid point.Listen, couriers from this company have been sending messages to Thomas Argento, who's been in military prison for the last five months.- Whoa. Is that even legal? - It's debatable.Which is why we need to know who's been sending those messages.I'll say.What was your name again?Martin Deeks. LAPD.No way. My name is Martin.- You said that. - Twice, actually.Uh...Yeah, sorry, we haven't sent anythingto anyone named Martin Deeks, like, ever.No. No, no, Martin. Um...I'm Martin Deeks.You are Martin.What we need is who's been sending messages to Thomas Argento. How do you spell that?- A-r-g-E-N-T-O. - Whoa, whoa, whoa.- Hold your horses. - Slow down.G-E-n...T-o.- T... - o.Oh.- Yes, O. - No, I meant "Oh,"like whoa, we've definitely been sending messages to that dude. Okay. Well, that's great.Do you have the name of the person who's been sending these messages? Do you want me to say it out loud,or should I write it down, and slide it...?Or I could e-mail it to you.- Or I'll text...You know what? - Stop. Just...If you could just turn the monitor towards us,then you don't have to use the Bat-Signal.Just crank that thing a little bit further. There you go. Almost there.Got it.Five stars, Martin.- Thank you. - No.Thank you for choosing Seda's Printing & Direct Mailing,the fastest, most affordable, most secure way to deliver your message...Hey, are you seeing what I'm seeing?I-If you mean a ghost, then yeah.So the person who's been sending all those messages to Argentojust doesn't exist.The name was a fake.The law firm that he supposedly worked for, also fake.Well, I mean, I'm looking at these dates, and whoever it is,they've been sending couriers to the Brig since Argento entered pretrial confinement. Which means whoever's pulling the strings here has been plotting this for months. And we have how many hours to figure out who's behind this all,undo the damage they've done,and get the case back on track?Oh, you know, less than two.I like those odds.That's the spirit.Nice place.And Cole thinks Moffet is holed up there?Yeah, his ex-wife lives here.Well, let's hope they're on good terms.No kidding.Moffet's running.- Moffet! - Have fun with that.It's Agent Rountree, NCIS!I just want to talk!I just wanted to talk.Come on, Moffet, what's going on, man?You know we're on your side.And I know I'll let you all down.What the hell happened this morning, man? Who got to Kendricks?I honestly don't know.You don't know what happened, or you don't know who got to Kendricks? Oh, I know what happened.Yesterday, I started getting text messages,pictures from outside this house.My boy eating breakfast.My boy swinging on a tire. My boy on his scooter.That's messed up.Only the pictures weren't taken yesterday.I could tell from the weatherand by my boy's hair that somebody had been watching himfor several months.Unbelievable.So I called my ex, and...I told her to take our son to her folks' place in Palm Springs.And I've been here keeping watch ever since.Well, what did the text messages say?Nothing at first. Just a stream of pictures. I didn't know what they wanted.And then I got a message last night...threatening me not to show my face in court tomorrow.So, what happened with Kendricks?I mean, we know they didn't threaten his family,and he still changed his testimony.They knew Kendricks was gonna testify first,so they told me to stay home and Kendricks to change his story... ...or they were gonna kill my boy.So Kendricks lied to save your boy's life.Martin.Hello, and welcome to Seda's Printing & Direct Mailing,the fastest, most affordable, most secure...Martin, hey, hey, hey, it's us.It's I.Martin, as well.LAPD detective, NCIS agent.We were just here, like, 40 minutes ago.I thought you two looked familiar.Okay, listen, the name you gave us,of the person delivering messages to Argento in jail,turns out it's a fake.No way.- Way. - Ay-yi-yi. Yeah.Actually, that adds up.Uh, what does?He was pretty weird.- The guy. - For the love of allthat is holy,gather your thoughts, think clearlyand tell us what the heck you're talking about, please.Look, I don't know. he was a weird dude,and for all the trouble that he was going through,it makes sense that he would use a fake name.Okay, and you know this because...?Look, I'm kind of the linchpin around here.This whole operation falls apart without me.Thank God it's not a hospital.That is a terrifying thought.And the guy that you're asking about, he came in here every week for months. He never did business over the phone or by e-mail.And he always paid in cash.- So you've seen him. - Of course I've seen him.This joker's a detective? Really?- Hello? - Okay. Do you know what he looks like? Can you tell us? Presents as male. Pronouns: he/him.He's white.Always very well-dressed.- Military? - Sure. Yeah.And he's pretty old, too.Wow, Martin, that's actually incredibly helpful, finally.You don't happen to have a photo of him, do you?No. Sorry.Hmm.What do you think?I think we have less than two hours to get Moffet to court.Well, Nell's sending agents from 29 Palmsover to the grandparents' house to protect the kid.That should make everybody feel a little bit better.Well, if the person who threatened Moffett is anything like Argento,this doesn't end today.They're gonna keep coming after Moffet's kid till the trial's over.Yeah, Which is why Kendricks changed his storyand Moffet never showed up today.Might be a shot in the dark,but last time these guys needed help, they came to you, Sam.Maybe if I talk to Moffet now...It's worth a shot.Where's Moffet?Sam's gonna try and talk to him.Agent Callen, we're running out of time.We understand, and we are doing the best we can given the hand we've been dealt. So there was witness tampering.Just a bit.Do we know who's behind it?- Still working on that part. - Damn it.We were so close.Lieutenant Colonel...Hmm?Who is that?A legend.Decorated former SEAL, the whole thing.He also happens to be Petty Officer Second Class Michael Cole's father Parker.。
[2013美国冲奥力作] [白宫管家][BD-MKV3.2G]
![[2013美国冲奥力作] [白宫管家][BD-MKV3.2G]](https://img.taocdn.com/s3/m/ae1ba6217375a417866f8f3c.png)
[2013美国冲奥力作] [白宫管家][BD-MKV/3.2G]◎译名白宫管家/白宫第一管家(台)◎片名The Butler◎年代2013◎国家美国◎类别传记/剧情◎语言英语◎上映日期2013-08-16(美国)◎IMDB评分 6.8/10 from 17,903 users◎IMDB链接/title/tt1327773/◎下载网站http://www.xzk.me◎片长132 min◎导演李·丹尼尔斯Lee Daniels◎主演福里斯特·惠特克Forest Whitaker ....Cecil Gaines罗宾·威廉斯Robin Williams ....Dwight Eisenhower詹姆斯·麦斯登James Marsden ....John F. Kennedy约翰·库萨克John Cusack ....Richard Nixon阿伦·瑞克曼Alan Rickman ....Ronald Reagan亚历克斯·帕蒂弗Alex Pettyfer ....Thomas Westfall敏卡·凯利Minka Kelly ....Jackie Kennedy蓝尼·克罗维兹Lenny Kravitz ....James Holloway小库珀·古丁Cuba Gooding Jr. ....Carter Wilson内尔山·艾利斯Nelsan Ellis ....Martin Luther King Jr.列维·施瑞博尔Liev Schreiber ....Lyndon B. Johnson泰伦斯·霍华德Terrence Dashon Howard ....Howard简·方达Jane Fonda ....Nancy Reagan瓦妮莎·雷德格瑞夫Vanessa Redgrave ....Annabeth Westfall杰斯·威廉姆斯Jesse Williams ....Rev. James Lawson玛丽亚·凯莉Mariah Carey ....Hattie Pearl奥普拉·温弗里Oprah Winfrey ....Gloria Gaines亚雅·达科斯塔Yaya DaCosta ....Carol Hammie大卫·奥伊罗David Oyelowo ....Louis Gaines大卫·詹森David Jensen ....MacGeorge Bundy◎简介塞西尔·盖恩斯是白宫里的一个工作人员，他从头到尾一共服侍了8位总统，从1952年一直工作到1986年。
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DNV 2.7-2
STANDARD FOR CERTIFICATIONNo. 2.7-2Offshore Service ModulesMAY 2013The electronic pdf version of this document found through is the officially binding version The content of this service document is the subject of intellectual property rights reserved by Det Norske Veritas AS (DNV). The user accepts that it is prohibited by anyone else but DNV and/or its licensees to offer and/or perform classification, certification and/or verification services, including the issuance of certificates and/or declarations of conformity, wholly or partly, on the basis of and/or pursuant to this document whether free of charge or chargeable, without DNV's prior written consent. DNV is not responsible for the consequences arising from any use of this document by others.D ET N ORSKE V ERITAS ASFOREWORDDNV is a global provider of knowledge for managing risk. Today, safe and responsible business conduct is both a license to operate and a competitive advantage. Our core competence is to identify, assess, and advise on risk management. From our leading position in certification, classification, verification, and training, we develop and apply standards and best practices. This helps our customers safely and responsibly improve their business performance. DNV is an independent organisation with dedicated risk professionals in more than 100 countries, with the purpose of safeguarding life, property and the environment.Standards for CertificationStandards for Certification (previously Certification Notes) are publications that contain principles, acceptance criteria and practical information related to the Society's consideration of objects, personnel, organisations, services and operations. Standards for Certification also apply as the basis for the issue of certificates and/or declarations that may not necessarily be related to classification.© Det Norske Veritas AS May 2013Any comments may be sent by e-mail to rules@This service document has been prepared based on available knowledge, technology and/or information at the time of issuance of this document, and is believed to reflect the best of contemporary technology. The use of this document by others than DNV is at the user's sole risk. DNV does not accept any liability or responsibility for loss or damages resulting from any use of this document.CHANGESGeneralThis document supersedes Standard for Sertification 2.7-2, December 1995 and amendments November 2008. Text affected by the main changes in this edition is highlighted in red colour. However, if the changes involve a whole chapter, section or sub-section, normally only the title will be in red colour.Main ChangesAll sections have been extensively revised and extended to include all temporary offshore service equipment which may be mounted on a frame or inside a container. The focus is on the safety of this equipment and any hazards it may introduce to the installation on which it is placed.Editorial CorrectionsIn addition to the above stated main changes, editorial corrections may have been made.CONTENTS1.Introduction (5)1.1Relationship with other standards, codes and regulations (5)2.General (6)2.1 Objective (6)2.2Definitions (6)2.3Referenced Class Rules, Regulations and Standards (7)2.4Abbreviations (8)3.Structural Technical Requirements (9)3.1General (9)3.2Transport Loads (9)3.3Offshore Installation Induced Loads (10)3.4Securing to offshore installation (11)3.5High Stressed Locations (11)4.Safety Related Technical Requirements (12)4.1General (12)4.2Environmental Requirements (12)4.3Noise (13)4.4Asbestos Declarations (13)4.5Electrical Systems (13)4.6 Ignition Prevention (18)4.7Fire & Gas Detection (18)4.8Communications (20)4.9Fire Fighting (20)4.10Passive Fire Protection (22)4.11Escape (22)4.12Heating, Ventilation and Air Conditioning (23)5.Module Service Types (27)5.1Modules for Important Services (27)5.2Module Types (28)5.3 Specific Requirements for Functional Groups (29)5.4Offshore Installations not intended for hydrocarbon related activities (32)6.Installation and Hook-up (34)6.1General (34)6.2Interfaces between module and offshore installation (34)6.3Instructions for hook-up/installation (34)7. Marking and instructions (35)7.1Information plate (35)7.2Marking of Equipment (35)8.Approval and Certification Procedures (37)8.1General (37)8.2Application for Certification (37)8.3Approval Schemes (37)8.4Design Assessment (37)8.5Survey and testing (37)8.6Certification of existing containers (39)8.7Retention of certificates (39)Appendix A.Certificate for Offshore Service Module (40)1 IntroductionThis Standard for Certification has been issued in order to collect into one document a suitable collection of requirements with relevant appropriate references to various international codes and standards which are applicable to the design and installation of offshore service modules.Offshore service modules are designed to perform temporary services on offshore installations and may be placed on different offshore installations and units in different national waters.This Standard for Certification applies basic requirements from other DNV Rules and Standards to service modules and has been based primarily on recognised practices for the offshore industry. It is intended that the standard will be suitable for global usage. It should, however, be noted that some shelf or flag states may have stricter or other requirements than those given in this standard.Modules designed and manufactured in compliance with DNV 2.7-2 are intended to meet the basic requirements of SOLAS, MODU code and DNV Offshore Standards relevant to the functions of the equipment and as applicable at date this standard was issued. All subject to adequate installation of the equipment when located on the offshore installation (which is out with the scope of this standard).1.1 Relationship with other standards, codes and regulations1.1.1 The International Maritime Organization (IMO)The requirements in the SOLAS Code apply for offshore service modules utilised on ships and certain floating offshore installations. The requirements in the MODU Code apply for offshore service modules utilised on floating offshore drilling units, including jack-up installations. This applies irrespective of the time such modules are installed and used.DNV 2.7-2 is intended to meet the basic safety requirements of SOLAS and MODU code with regard to escape provision, fire detection and fire protection.1.1.2 DNV Rules for Classification of Ships / DNV Offshore Standards.Offshore Service Modules that are installed on a DNV Classed Offshore Installation may be subject to classification requirements, either in main class or other class notations. DNV 2.7-2 includes the basic requirements of these documents, for main class items, when applied to temporary installations. DNV 2.7-2 is not intended to replace certification to the DNV Rules for Classification of Ships/DNV Offshore Standards for permanently installed equipment or conversions.When equipment is located on a DNV Classed Offshore Installation it is required to be assessed by DNV to ensure any aspects which interface with a class systems have been correctly installed and to ensure that general safety principles have been adhered. This focusses on the location and installation of the equipment and additionally confirms specific installation/hook-up requirements detailed within the DNV 2.7-2 Certificate has been adequately addressed. It is not the intention of this standard to address the requirements for commissioning on a DNV Class unit, these remain the responsibility of the vessel/offshore unit owner/ manager.1.1.3 Relationship to previous revision of standardThis revision of the standard contains multiple updates to requirements as well as encompassing a broader range of equipment types. Equipment which was certified to previous revisions of this standard may not meet all the applicable requirements of this revision.Design assessment to previous revisions of this standard shall not be conducted following release of this revision.2 General2.1 ObjectiveThe objective of this Standard for Certification is to set requirements for offshore equipment modules but focussed on the safety impact to the offshore installation upon which the equipment is installed.When installed and used on floating offshore installations, service containers are subject to the regulations applicable to an offshore installation (i.e., IMO MODU/SOLAS, Class, flag state and national regulations). When offshore service containers are installed and used on fixed offshore installations, national regulations will apply.It has been recognised that individual interpretations of all the various codes and standards may sometimes lead to conflicting requirements. This Standard for Certification intends to prescribe solutions which will provide an equivalent level of safety as the codes and standards referred to throughout this document.Certification by DNV provides a document which may be presented to users of the module to document its technical standard and safety performance. The certificate also defines conditions for transportation to, and installation on, an offshore installation.2.2 DefinitionsAccommodation SpaceThose used for public spaces, corridors, lavatories, cabins, offices, hospitals, cinemas, games and hobbies rooms, pantries containing no cooking appliances and similar spaces. Public spaces are those portions of the accommodation which are used for halls, dining rooms, lounges and similar permanently enclosed spaces. Category A Machinery Space:All spaces which contain internal combustion-type machinery used either for main propulsion or for other purposes where such machinery has in the aggregate a total power of not less than 375 kW or which contain any oil-fired boiler or oil fuel unit; and trunks to such spaces.Equipment mass, TE:The mass in kilograms (kg) of insulation and all permanently fitted or installed equipment, etc.Certified Safe equipment:Certified safe equipment is equipment certified by an independent national test institution or competent body to be in accordance with a recognised standard for electrical apparatus in hazardous areas.Essential/safety system:Module integrated systems including required utilities, which are provided to prevent, detect or warn of an accidental event and/or mitigate its effect. This may include;—lighting—fire and Gas Detection Systems—shutdown Systems—PA/GA Systems—supplies from emergency power or UPS sources—fire protection and extinguishing system.Fitted out mass, TF:The mass in kilograms (kg) of the container ready for use, including both the structural mass and the equipment mass, i.e. TF = TS + TE1)The term “tare mass”, T, as used for offshore containers in DNV 2.7-1, is not suitable for offshore servicecontainers. The “tare mass” of a service container is fitted out mass, TF.Gas tight:Doors, walls or dampers which will maintain a pressure differential between adjacent areas, the allowable leakage rate will not exceed 0.5 m3/ m2h at +50Pa.Important Services:Services provided by the module to the offshore installation which are critical to the safety of the offshore installation or modules that prevent, protect or mitigate from the effects of an accidental event. Examples may include accommodation units, emergency generator units, well intervention equipment.Low flame spread:A surface, which in accordance with the IMO Fire Test Procedures (FTP) Code, will adequately restrict the spread of flame.Manned:Manned for more than 2 hours in every 24 hour period. If the manning is located at an external position requirements around emergency lighting and ventilation are not mandatory.Non-combustible material:Material which neither burns nor gives off flammable vapours in sufficient quantity for self-ignition when heated to approximately 750ºC, this being determined in accordance with the IMO Fire Test Procedures (FTP) Code.Offshore container:A portable container with a maximum gross mass not exceeding 25,000 kg, for repeated use in the transport of goods or equipment, handled in open seas, to, from or between fixed and/or floating offshore installations and ships. See DNV 2.7-1 for a more detailed definition.Offshore Installation:This is used as a short term and may be a fixed offshore installation, a mobile offshore unit or a ship on which the module may be located.Offshore service module:A unit built and equipped for a special service task, mainly for temporary installation, on offshore installations. This applies equally to offshore frames with equipment but for ease of reference we will refer throughout the standard to Offshore Service modules.Payload, P:The maximum permissible mass in kilograms (kg) of cargo or loose equipment which may safely be transported by the container.Portable Offshore Unit:A “POU” (Portable Offshore Unit) is a package or unit intended for repeated or single offshore transportation and installation/lifting. POU’s may also be designed for subsea lifting. See DNV 2.7-3 for more detailed definition.Primary deck covering:Deck covering which will not readily ignite in accordance with the IMO Fire Test Procedures (FTP) Code. Rating, R:Maximum gross mass of the container and its cargo in kilograms (kg). The Rating consists of the mass of the structure, fitted equipment and the payload, i.e. R=TF + P.Source of ReleasePoint or location from which a flammable substance may be released into the room or building such that an explosive gas atmosphere could be formed.Standard fire test:A test in which specimens of the relevant bulkheads or decks are exposed in a test furnace to temperatures corresponding approximately to the standard time-temperature in accordance with the test method specified in the IMO Fire Test Procedures (FTP) Code.Structural mass (TS):The mass in kilograms (kg) of structural components, including both primary and secondary structure. Unmanned:Areas which are not manned as defined above.2.3 Referenced Class Rules, Regulations and StandardsThe following standards include provisions which, through reference in the text, constitute provisions of this standard. The latest issue of the references will be used unless otherwise agreed. Other recognised standards may be used provided it can be demonstrated that these meet or exceed the requirements of the standards referenced below:—IMO Requirements:—CSC, IMO Convention for Safe Containers—IMO FSS, International Code for Fire Safety Systems—IMO FTP, International Code for Application of Fire Test Procedures—MSC.1/Circ. 1275 – Unified Interpretation of SOLAS Chapter II-2 on the number and arrangement of portable fire extinguishers on board ships—MODU, IMO Code Mobile Offshore Drilling Units—SOLAS, IMO Convention Safety of Life at Sea.—DNV Classification Note No. 8 Conversion Of Ships—DNV Offshore Standards:—DNV-OS-A101- Safety Principles and Arrangements—DNV-OS-D101- Marine and Machinery Systems and Equipment—DNV-OS-D201- Electrical Installations—DNV-OS-D301- Fire Protection—DNV-OS-E101- Drilling Plant—DNV-OS-E201- Oil and Gas Processing Systems—DNV-OS-E402- Offshore Standard for Diving Systems.—DNV Rules for Ships Pt.3, Ch.1 - Hull Structural Design—DNV Service Specification DNV-DSS-105- Rules for Classification of Diving Systems—DNV Standard DNV-DS-E403- Standard for Surface Diving Systems—DNV Standard for Certification:—DNV STC 1.2 Type Approval—DNV STC 2.22 Lifting Appliances—DNV STC 2.4 Environmental Test Specification for Instrumentation and Automation Equipment —DNV STC 2.7-1 Offshore Containers—DNV STC 2.7-3 Portable Offshore Units.—IEC Publications:—IEC 60079 Series - Explosive atmospheres—IEC 60092 Series - Electrical installations in Ships—IEC 61892 Series - Mobile and fixed offshore units – Electrical installations.—NORSOK Publications:—Norsok E-001 – Electrical Systems—Norsok Z-015 – Temporary Equipment.2.4 AbbreviationsCCR Central Control RoomDNV Det Norske VeritasEMC Electro Magnetic CompatibilityEN European Normative StandardESD Emergency ShutdownEU/EEA European Union / European Economic AreaF&G Fire and GasFSS Fire Safety SystemsFTP Fire Test ProcedureIEC International Electro-technical CommissionIMDG The International Maritime Dangerous Goods CodeIMO International Maritime OrganisationIP Ingress ProtectionLEL Lower Explosive LimitMODU IMO Code Mobile Offshore Drilling UnitsMOU Mobile Offshore UnitP & ID Piping and Instrumentation DiagramPA/GA Public Address / General AlarmPFP Passive Fire ProtectionPLC Programmable Logic ControllerPOU Portable Offshore UnitSOLAS IMO Convention Safety of Life at SeaSTC DNV Standard for CertificationUPS Uninterruptable Power Supply3 Structural Technical Requirements3.1 GeneralService modules will be subject to static or dynamic loads during transport and handling, and while installed on an offshore installation. Such loads may be either external, e.g. environmental loads, or internal, e.g. froma winch or machinery in the module.3.2 Transport LoadsThere are three structural categories related to the transport requirements. Units certified to DNV 2.7-2 must, as a minimum, be certified in accordance with one of the following:—Offshore containers certified by DNV according to DNV 2.7-1 (includes IMO/MSC/Circ.860).—Portable Offshore Units certified by DNV according to DNV 2.7-3.—Ship type service containers – Not for lifting between vessels and/or offshore installations at sea.Guidance note 1:Offshore containers certified by another organisation shall only be considered for DNV 2.7-2 modules on a case by case basis.---e-n-d---of---G-u-i-d-a-n-c-e---n-o-t-e---Guidance note 2:Building units as ISO/CSC containers will facilitate international transport by sea, since such units can be carried as standardized cargo units on container carriers and other dry cargo ships. Modules that are not ISO/CSC containers will normally be transported as special cargo.Modules built according to ISO freight container standards, ISO 1496 must be certified to IMO’s Convention for Safe containers, CSC. The structural requirements in ISO 1496 and CSC are related to transport and handling, and are not generally relevant for units when installed on ships or offshore installations and as such will be subject to the additional requirements outlined in this Section.---e-n-d---of---G-u-i-d-a-n-c-e---n-o-t-e---Figure 1 below defines the Relationships for Structural assessmentFigure 3-1Containers - Various use and related structural assessments3.2.1 Additional fittings for liftingIn addition to the pad eyes and slings used for offshore handling, some containers and portable offshore units are built with extra sets of fittings for lifting and handling. These may include, for example, pad eyes that are only used for moving the module internally on an offshore installation. Such equipment, including the supporting structure, must be dimensioned according to DNV Standard for Certification No. 2.22, Lifting Appliances.These additional lifting fittings must not be used to lift a module to or from a supply vessel. This will be stated in the certificate and is to be clearly marked on the module.3.3 Offshore Installation Induced Loads3.3.1 GeneralOffshore Service Modules categorised for “Important Service” (as defined in 2.2) shall be assessed for non-transport related loads i.e. service modules shall be designed for the loads imposed from the ship or offshore unit on which it is installed.It should be noted that offshore installation induced loads are the responsibility of the end user to define, but a vendor may select values for approval to suit his intended client market.Allowable bending and shear stresses shall be taken as 160f1 and 90f1 N/mm2 respectively where f1 is the relevant material factor (reference DNV Rules for Classification of Ships, Pt3. Ch.1)Design loads and accelerations will be specified in the DNV 2.7-2 certificate. The thickness of walls must not be less than 4 mm. Special attention should be paid to buckling control of thin-plated structures subjected to compression stress in the face plate caused by local bending.Note:The plate flanges of corrugated/stiffened-plates should be checked for buckling in accordance with DNV Rules for Ships Pt.3 Ch.1 Sec. 13. The compression stress σb in the plate flange, induced by lateral pressure and local bending of the plate profile, should not exceed the critical buckling stress times utilisation factor for normal load level σc x η.For loads applied on normal load level η = 0.80.---e-n-d---of---N-o-t-e---3.3.2 External / Environmental LoadsFor installation on ships, the strength will be calculated according to Pt.3, Ch.1, Sec.10 of the Rules for Classification of Ships.Two types of sea loads may be applicable depending upon the offshore installation and location:—Sea pressure.—Accelerations due to vessel motion.These loads will vary according to vessel type and the actual location on vessel, in general environmental loads on MOUs will be less than those on ships.Table 3-1 and Table 3-2 below define the applicable minimum ratings; these are simplified values based on DNV Rules for Classification of Ships, Pt.3, Ch.1, Sec.4. Where considered appropriate more accurate loads may be calculated to these rules or to DNV Classification Note 8.Note:The level of these factors will ensure that service modules can be placed in most locations on most of the ships used offshore.---e-n-d---of---N-o-t-e---Table 3-1 Sea pressure loadsStrength level Location on Vessel Sea pressure load*Level 1Exposed location Sea pressure = 30 MPaLevel 2Protected location Sea pressure = 15 MPaSpecial Case As specified on certificate Sea pressure to be agreed on a case by case basis *Average pressure over whole container wallTable 3-2 AccelerationsStrength level Vessel Type Accelerations (m/s2)Vertical (Note)(g0 + 0.5 a v)Horizontal0.67 a tLevel 1High accelerations a v = 15m/s2 / 5m/s2a h = 6 m/s2 Level 2Moderate accelerations a v = 13m/s2 / 7m/s2a h = 4 m/s2 Special Case As specified on certificate Acceleration to be agreed on a case by case basis Note; Assessment shall consider compression and tensile forces; the first figure is intended to maximize the compressive effect, the second figure isintended to maximize the tensile effect.Guidance note:Strength Level 1 -Sea pressures and accelerations will be suitable for installation on most Offshore Support Vessels.This level should be chosen for service module that may be placed in any location on a vessel.Strength Level 2 - Sea pressures and accelerations will normally be sufficient for installation on FPSOs and other larger ships, and for installation in protected / low acceleration locations on offshore support vessels.---e-n-d---of---G-u-i-d-a-n-c-e---n-o-t-e---3.3.3 Accidental LoadsOffshore service modules for Important Services may be required to be evaluated against accidental collision, grounding or similar events in order to accommodate for safe securing. Modules installed on vessels which are covered by classification requirements must be evaluated for a minimum longitudinal acceleration of 0.5g o in the forward direction and 0.25g o in the aft direction.3.3.4 Other service loadsService modules may be subject to other particular loads specified below, (or combinations).—Wind Loads acting on module structure should not be taken less than 2.5 kN/m2, unless otherwise documented.—Snow and Ice Loads - Ice accretion from sea spray, snow, rain and air humidity should be considered, where relevant. Snow and ice loads may be reduced or neglected if snow and ice removal procedures are established.—Blast Loads – Shall be considered if a service module is to be located in an unprotected area close to a hazardous area. Blast loads must be in accordance with DNV-OS-A101 unless otherwise specified.—Loads internal to the module (e.g. winch loads, pressure loads, etc.) must be considered where relevant to the specific module type.3.4 Securing to offshore installationService modules must be able to be secured safely to the offshore installations, either by having suitable fittings for securing or structural parts suitable for bolting or welding to a deck. For securing on ships refer to DNV Classification Note No. 8 Sec 3.Securing devices and bolts must be safe against unwanted opening or release. Securing devices such as container twistlocks may be used, but must be mechanically secured in the locked position. Only manually operated twistlocks can be used, not semi-automatic or fully automatic twistlocks. Securing devices shall be certified by DNV.The main pad eyes on offshore container or portable offshore unit shall not be utilised as securing points. Service modules may be stacked to two or more levels on offshore installations. Securing and support loads based on the loads described in 3.3 must be taken into account. Where one container acts as a supporting structure for another container, this must be considered and evaluated on a case-by-case basis.3.5 High Stressed LocationsFor offshore service modules intended for long term use in a single high stress location on an vessel or mobile offshore unit it will be necessary to evaluate the effect of repetitive cyclic loading from vessel motions or service loads.Fatigue criteria are a project specific matter which cannot be define at the manufacturers design stage and as such are not covered within the scope of this standard.4 Safety Related Technical Requirements4.1 General4.1.1 Detailed RequirementsThe details given in this chapter describe the technical requirements which apply to an offshore service module; some requirements are generic and will apply to all units. Others are specific and shall only be applied when defined in 5.4.1.2 Hazardous vs Safe AreaModules located on open deck on an offshore installation shall be suitably rated for the actual rating of zone in which they are located, but it is important to recognise that all equipment is required to be made safe in case of accidental release of gas. This means that any equipment which remains electrically energised or has the potential to have surface temperatures in excess of 200°C following shutdown on gas detection shall be designed and installed to meet the requirements of minimum zone 2 and in some cases zone 1.Equipment which remains energised during gas detection or produces a hot surface shall meet a minimum of Gas Group IIA and Temperature Class T3.4.1.3 Alternative solutionsAlternative solutions may be substituted where shown to provide an equivalent or higher level of integrity or safety than the requirements under this standard. Justification of alternative solutions shall be documented. Where alternative solutions have been accepted this shall be documented on the DNV 2.7-2 certificate.4.2 Environmental RequirementsModules shall be suitable for defined environmental conditions. Table 4-1 is applicable to all modules, Table 4-2 shall be considered for particular modules designed for Important Services as defined in 2.2.Table 4-1 Environmental Conditions – All ModulesOutside AmbientTemperature: –20o C to +45°CHumidity:Up to 96% without condensation when heating is provided (mounted indoors) or 100% with condensation when mounted outdoors.Electromagnetic Compatibility All electrical equipment shall be selected and installed so as to avoid EMC problems. Reference standards which can be used to demonstrate compliance:IEC 61000-6-2 (Immunity)IEC 61000-6-4 (Emissions)Inclination The maximum operational inclination for the module should be specified. This maximum shall be defined at the point where continued operation of the equipment changes to a level where it presents a risk to the operator, offshore installation or if there is an increase in surface temperature beyond 200°C. Should no inclination values be specified the module shall be marked on the certificate as suitable for use on a fixed offshore installation only.Table 4-2 Environnemental Conditions – Important Service ModulesVibration level:Ref Standard for Certification 2.4Vibration class B3 to 25 Hz: 1.6 mm displacement amplitude (peak value) 25 to 100 Hz:4 g accelerationInclination Equipment and components on floating offshore installations shall be designed to operate satisfactorily under the following inclinations of the offshore installation:ShipsAll conditions List 22.5°Trim 10°Column-stabilised &self-elevating unitsStatic Condition List 15°Trim 15°Dynamic Condition List 22.5°Trim 22.5°Emergency condition List 25°Trim 25°Other values may be accepted if justified by calculations for the particular offshore installation. Should the inclination requirements stated above not be achieved, the manufacturer should supply details of inclination that can be achieved with limitations detailed in the design assessment and DNV 2.7-2 certificate.。
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%E7%BB%88%E7%BB%93%E8%80%852018-Blu%5B1280x720%5D.rmvb《重庆森林》ftp://:1216/%5B3E%E7%94%B5%E5%BD%B1%E7%AB%99www.eee4.co m%5D%E9%87%8D%E5%BA%86%E6%A3%AE%E6%9E%97DVD%E5%9B%BD%E8 %AF%AD%E4%B8%AD%E5%AD%971280x720%E9%AB%98%E6%B8%85%E7%89% 88.rmvb《重生男人》:102/data/%E5%BD%B1%E8%A7%86%E9%B8% 9F/%E9%87%8D%E7%94%9F%E7%94%B7%E4%BA%BA-Blu%5B1280x720%5D.rmv b《侏罗纪公园》ftp://:9219/%5B3E%E7%94%B5%E5%BD%B1%E7%AB%99www.eee4.co m%5D%E4%BE%8F%E7%BD%97%E7%BA%AA%E5%85%AC%E5%9B%AD1%5BDV D%E4%B8%AD%E8%8B%B1%E5%8F%8C%E5%AD%971280x720%E9%AB%98%E6 %B8%85%E7%89%88%5D.rmvb《侏罗纪公园2》ftp://:2129/%E4%BE%8F%E7%BD%97%E7%BA%AA%E5%85%AC %E5%9B%AD2%5B720P%E9%AB%98%E6%B8%85%5D%5B%E5%9C%A3%E5%9F %8E%E5%AE%B6%E5%9B%%5D.rmvb《侏罗纪公园3》:105/data/%E5%BD%B1%E8%A7%86%E9%B8%9 F/%E4%BE%8F%E7%BD%97%E7%BA%AA%E5%85%AC%E5%9B%AD3%5B1280x7 20%5D.rmvb《诸神之战》:102/data/%E5%BD%B1%E8%A7%86%E9%B8% 9F/%E8%AF%B8%E7%A5%9E%E4%B9%8B%E6%88%982010-Blu%5B1280x720%5D .rmvb《属于你的我的初恋》:103/data/%E5%BD%B1%E8%A7%86%E9%B8% 9F/%E5%B1%9E%E4%BA%8E%E4%BD%A0%E7%9A%84%E6%88%91%E7%9A%84%E5%88%9D%E6%81%8B-Blu%5B1280x720%5D.rmvb《壮志凌云》ftp://:9121/%E5%A3%AE%E5%BF%97%E5%87%8C%E4%BA%91% 5B720P%E9%AB%98%E6%B8%85%5D%5B%E5%BD%B1%E8%A7%86%E4%B9%8B %E5%AE%%5D.rmvb《罪恶之城》:101/data/%E5%BD%B1%E8%A7%86%E9%B8% 9F/%E7%BD%AA%E6%81%B6%E4%B9%8B%E5%9F%8E-Blu%5B1280x720%5D.rmv b。
DIN_EN_10210-2
Juli 2006DEUTSCHE NORMNormenausschuss Eisen und Stahl (FES) im DINPreisgruppe 14DIN Deutsches Institut für Normung e.V. · Jede Art der Vervielfältigung, auch auszugsweise, nur mit Genehmigung des DIN Deutsches Institut für Normung e.V., Berlin, gestattet.ICS 77.140.75!,eb>"9666327www.din.de DDIN EN 10210-2Warmgefertigte Hohlprofile für den Stahlbau aus unlegierten Baustählen und aus Feinkornbaustählen –Teil 2: Grenzabmaße, Maße und statische Werte;Deutsche Fassung EN 10210-2:2006Hot finished structural hollow sections of non-alloy and fine grain steels –Part 2: Tolerances, dimensions and sectional properties;German version EN 10210-2:2006Profils creux pour la construction finis à chaud en aciers non alliés et à grains fins –Partie 2: Tolérances, dimensions et caractéristiques de profil;Version allemande EN 10210-2:2006©Alleinverkauf der Normen durch Beuth Verlag GmbH, 10772 BerlinErsatz fürDIN EN 10210-2:1997-11www.beuth.deGesamtumfang 34 SeitenA &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41DIN EN 10210-2:2006-072Nationales VorwortDie Europäische Norm EN 10210-2 wurde vom Unterausschuss TC 10/SC 1 (Sekretariat: BSI, Vereinigtes Königreich) des Technischen Komitees ECISS/TC 10 …Allgemeine Baustähle — Gütenormen“ (Sekretariat NEN, Niederlande) des Europäischen Komitees für die Eisen- und Stahlnormung (ECISS) ausgearbeitet. Das zuständige deutsche Normungsgremium ist der Unterausschuss 09/2 …Hohlprofile“ des Normen-ausschusses Eisen und Stahl (FES).Das vorliegende Dokument enthält die Nennmaße und statischen Werte sowie die Anforderungen an die Grenzabmaße und Formtoleranzen von warmgefertigten nahtlosen und geschweißten Hohlprofilen mit kreisförmigem, quadratischem, rechteckigem oder elliptischem Querschnitt. Die technischen Lieferbedingen für diese Erzeugnisse sind in DIN EN 10210-1 festgelegt. Anforderungen an kaltgefertigte Hohlprofile für den Stahlbau sind in DIN EN 10219-1 und DIN EN 10219-2 festgelegt. ÄnderungenGegenüber DIN EN 10210-2:1997-11 wurden folgende Änderungen vorgenommen: a) Anwendungsbereich auf Hohlprofile mit elliptischem Querschnitt erweitert.b) Achsenbezeichnung entsprechend Eurocode 3 (DIN EN 1993-1-1) von xx/yy in yy/zz geändert. c) Anforderungen an die Geradheit je m Länge aufgenommen.d) Tabellen für Maße und statische Werte in einen normativen Anhang überführt und überarbeitet.e) Redaktionelle Änderungen. Frühere Ausgaben DIN EN 10210-2: 1997-11 DIN 59410: 1974-05Nationaler Anhang NA(informativ)LiteraturhinweiseDIN EN 10210-1, Warmgefertigte Hohlprofile für den Stahlbau aus unlegierten Baustählen und aus Feinkornbaustählen — Teil 1: Technische LieferbedingungenDIN EN 10219-1, Kaltgefertigte geschweißte Hohlprofile für den Stahlbau aus unlegierten Baustählen und aus Feinkornbaustählen — Teil 1: Grenzabmaße, Maße und statische WerteDIN EN 10219-2, Kaltgefertigte geschweißte Hohlprofile für den Stahlbau aus unlegierten Baustählen und aus Feinkornbaustählen — Teil 2: Grenzabmaße, Maße und statische WertDIN EN 1993-1-1, Eurocode 3: Bemessung und Konstruktion von Stahlbauten — Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den HochbauA &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41EUROPÄISCHE NORM EUROPEAN STANDARD NORME EUROPÉENNEEN 10210-2April 2006ICS 77.140.75Ersatz für EN 10210-2:1997Deutsche FassungWarmgefertigte Hohlprofile für den Stahlbau aus unlegiertenBaustählen und aus Feinkornbaustählen — Teil 2: Grenzabmaße, Maße und statische WerteHot finished structural hollow sections of non-alloyand fine grain steels —Part 2: Tolerances, dimensions andsectional propertiesProfils creux pour la construction finis à chauden aciers non alliés et à grains fins — Partie 2: Tolérances, dimensions etcaractéristiques de profilDiese Europäische Norm wurde vom CEN am 16. März 2006 angenommen.Die CEN-Mitglieder sind gehalten, die CEN/CENELEC-Geschäftsordnung zu erfüllen, in der die Bedingungen festgelegt sind, unter denen dieser Europäischen Norm ohne jede Änderung der Status einer nationalen Norm zu geben ist. Auf dem letzten Stand befindliche Listen dieser nationalen Normen mit ihren bibliographischen Angaben sind beim Management-Zentrum oder bei jedem CEN-Mitglied auf Anfrage erhältlich.Diese Europäische Norm besteht in drei offiziellen Fassungen (Deutsch, Englisch, Französisch). Eine Fassung in einer anderen Sprache,die von einem CEN-Mitglied in eigener Verantwortung durch Übersetzung in seine Landessprache gemacht und dem Management-Zentrum mitgeteilt worden ist, hat den gleichen Status wie die offiziellen Fassungen.CEN-Mitglieder sind die nationalen Normungsinstitute von Belgien, Dänemark, Deutschland, Estland, Finnland, Frankreich, Griechenland, Irland, Island, Italien, Lettland, Litauen, Luxemburg, Malta, den Niederlanden, Norwegen, Österreich, Polen, Portugal, Rumänien,Schweden, der Schweiz, der Slowakei, Slowenien, Spanien, der Tschechischen Republik, Ungarn, dem Vereinigten Königreich und Zypern.E U R O P ÄI S C H E S K O M I T E EF ÜR N O R M U NG EUROPEAN COMMITTEE FOR STANDARDIZATION C O M I T É E U R O P ÉE N D E N O R M A L I S A T I O NManagement-Zentrum: rue de Stassart, 36 B- 1050 Brüssel© 2006 CENAlle Rechte der Verwertung, gleich in welcher Form und in welchemVerfahren, sind weltweit den nationalen Mitgliedern von CEN vorbehalten.Ref. Nr. EN 10210-2:2006 DA &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41EN 10210-2:2006 (D)2InhaltSeiteVorwort................................................................................................................................................................3 1 Anwendungsbereich.............................................................................................................................4 2 Normative Verweisungen.....................................................................................................................4 3 Begriffe...................................................................................................................................................4 4 Symbole.................................................................................................................................................5 5 Bestellangaben .....................................................................................................................................6 5.1 Verbindliche Angaben..........................................................................................................................6 5.2 Optionen................................................................................................................................................6 6 Grenzabmaße und Formtoleranzen sowie Grenzabweichungen der Masse..................................6 7 Prüfung der Maße und Formen ...........................................................................................................8 7.1 Allgemeines...........................................................................................................................................8 7.2 Außenmaße ...........................................................................................................................................8 7.3 Wanddicke.............................................................................................................................................8 7.4 Unrundheit.............................................................................................................................................9 7.5 Konkavität und Konvexität...................................................................................................................9 7.6 Rechtwinkligkeit der Seiten...............................................................................................................10 7.7 Äußeres Rundungsprofil....................................................................................................................11 7.8 Verdrillung...........................................................................................................................................11 7.9 Geradheit.............................................................................................................................................13 8Maße und statische Werte (14)Anhang A (normativ) Gleichungen zur Berechnung der statischen Werte..............................................15 Anhang B (normativ) Statische Werte für eine Reihe von Standardgrößen (20)A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41EN 10210-2:2006 (D)3VorwortDiese Europäische Norm (EN 10210-2:2006) wurde vom Technischen Komitee ECISS/TC 10 …Allgemeine Baustähle — Gütenormen“ erarbeitet, dessen Sekretariat vom NEN gehalten wird.Diese Europäische Norm muss den Status einer nationalen Norm erhalten, entweder durch Veröffentlichung eines identischen Textes oder durch Anerkennung bis Oktober 2006, und etwaige entgegenstehende nationale Normen müssen bis Oktober 2006 zurückgezogen werden. Diese Europäische Norm ersetzt EN 10210-2:1997.Diese Norm besteht aus folgenden Teilen unter dem gemeinsamen Titel …Warmgefertigte Hohlprofile für den Stahlbau aus unlegierten Stählen und aus Feinkornbaustählen “: ⎯ Teil 1: Technische Lieferbedingungen⎯ Teil 2: Grenzabmaße, Maße und statische Werte.Sie ist zusammen mit EN 10219-1 und -2 Teil einer Normenreihe für Hohlprofile.Entsprechend der CEN/CENEL EC-Geschäftsordnung sind die nationalen Normungsinstitute der folgenden L änder gehalten, diese Europäische Norm zu übernehmen: Belgien, Dänemark, Deutschland, Estland, Finnland, Frankreich, Griechenland, Irland, Island, Italien, Lettland, Litauen, Luxemburg, Malta, Niederlande, Norwegen, Österreich, Polen, Portugal, Rumänien, Schweden, Schweiz, Slowakei, Slowenien, Spanien, Tschechische Republik, Ungarn, Vereinigtes Königreich und Zypern.A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41EN 10210-2:2006 (D)41 Anwendungs bereichDieser Teil der EN 10210 legt die Anforderungen an die Grenzabmaße und Formtoleranzen von warm-gefertigten geschweißten Hohlprofilen mit kreisförmigem, quadratischem, rechteckigem oder elliptischem Querschnitt für den Stahlbau in Wanddicken bis 120 mm innerhalb folgender Maßbereiche fest: Kreisförmige Profile: Außendurchmesser bis 2500 mm; Quadratische Profile: Außenmaße bis 800 mm × 800 mm; Rechteckige Profile: Außenmaße bis 750 mm × 500 mm; Elliptische Profile:Außenmaße bis 500 mm × 250 mm.Die Gleichungen zur Berechnung der statischen Werte für die Auslegung von Konstruktionen aus Hohlprofilen, die mit den in dieser Norm festgelegten Grenzabmaßen und Formtoleranzen gefertigt wurden, werden in Anhang A angegeben.Die Maße und statischen Werte für eine Reihe von Standardgrößen werden im Anhang B angegeben. Wegen der technischen Lieferbedingungen siehe EN 10210-1.ANMERKUNG Die Bezeichnung der Profilhauptachse (yy) und -nebenachse (zz) entspricht den Achsenbezeichnungen, die in den Eurocodes für die Auslegung von Stahlkonstruktionen verwendet werden.2 Normative VerweisungenDie folgenden zitierten Dokumente sind für die Anwendung dieses Dokuments erforderlich. Bei datierten Verweisungen gilt nur die in Bezug genommene Ausgabe. Bei undatierten Verweisungen gilt die letzte Ausgabe des in Bezug genommenen Dokuments (einschließlich aller Änderungen).EN 10210-1:2006, Warmgefertigte geschweißte Hohlprofile für den Stahlbau aus unlegierten Baustählen und aus Feinkornbaustählen – Teil 1: Technische Lieferbedingungen3 Begriffe Für die Anwendung dieser Europäischen Norm gelten die Begriffe in EN 10210-1:2006.A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41EN 10210-2:2006 (D)54 Sym boleFür die Anwendung dieser Europäischen Norm gelten die in Tabelle 1 definierten Symbole.Tabelle 1 — Symbole und BedeutungSymbole MaßeinheitBedeutungA cm 2QuerschnittsflächeA m cm 2(theoretische) Mantelfläche, bezogen auf die mittlere Wanddicke A s m 2/m Mantelfläche je m LängeB mm Nennwert der Seitenlänge bei Hohlprofilen mit quadratischem Querschnitt;Nennwert der Länge der kürzeren Seite bei Hohlprofilen mit rechteckigem Querschnitt; festgelegtes Außenmaß für die Nebenachse eines elliptischen HohlprofilsC 1, C 2 mmLänge des Rundungsbereiches quadratischer und rechteckiger HohlprofileC t cm 3 Konstante des TorsionsmodulsD mm Nennwert des Außendurchmessers bei Hohlprofilen mit kreisförmigemQuerschnittD max , D min mm Größter und kleinster Außendurchmesser bei Hohlprofilen mit kreisförmigem Querschnitt, gemessen in derselben Querschnittsebene e mm Abweichung von der GeradheitH mm Nennwert der längeren Seite bei Hohlprofilen mit rechteckigem Querschnitt; festgelegtes Außenmaß für die Hauptachse eines elliptischen Hohlprofils I cm 4Flächenmoment 2. GradesI t cm 4Torsionsträgheitskonstante (polares Trägheitsmoment, nur bei Hohlprofilen mit kreisförmigem Querschnitt)i cm Trägheitsradius L mm LängeM kg/m Längenbezogene Masse O % Unrundheit P mm Äußerer Umfang eines elliptischen HohlprofilsR mmÄußerer Rundungsradius bei Hohlprofilen mit quadratischem oder recht-eckigem QuerschnittT mm N ennwanddicke U mmUmfang eines elliptischen Hohlprofils, bezogen auf die mittlere WanddickeV mm Gemessene Gesamtverdrillung V 1 mmVerdrillung, gemessen an einem ProfilendeW el cm 3 ElastischesWiderstandsmoment W pl cm 3Plastisches Widerstandsmoment x 1 mm Konkavität der Seitenfläche bei quadratischen oder rechteckigenHohlprofilenx 2 mm Konvexität der Seitenfläche bei quadratischen oder rechteckigen Hohlprofilenyy – Querschnittsachse, Hauptachse bei rechteckigen Hohlprofilen zz–Querschnittsachse, Nebenachse bei rechteckigen HohlprofilenA &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41EN 10210-2:2006 (D)6Symbole MaßeinheitBedeutungθgrdWinkel zwischen den anliegenden Seiten bei quadratischen und rechteckigen Hohlprofilen5 Bestellanga ben5.1 Verbin dliche AngabenBei der Anfrage und Bestellung müssen dem Hersteller folgende, diesen Teil der EN 10210 betreffende Angaben vorliegen:a) Längenart und Längenbereich oder Länge (siehe Tabelle 3); b) Maße (siehe Abschnitt 8).ANMERKUNG Diese Angaben sind in der Liste der durch den Besteller zu liefernden Angaben in EN 10210-1 enthalten.5.2 OptionenEine Option ist in diesem Teil der EN 10210 festgelegt. Sollte der Besteller bei der Anfrage und Bestellung von dieser Option keinen Gebrauch machen, ist das Erzeugnis nach den Grundfestlegungen zu liefern. Option 2.1: Als Grenzabmaß für Festlängen ist5010+mm festgelegt (siehe Tabelle 3). 6 Grenzabmaße und Formtoleranzen sowie Grenzabweichungen der Masse 6.1 Die Grenzabweichungen dürfen die Werte nach Tabelle 2 für die Maße und Formtoleranzen sowie fürdie Werte der Masse, die Werte nach Tabelle 3 für die vom Hersteller gelieferten Längen und die Werte nach Tabelle 4 für die innere und äußere Schweißnahtüberhöhung unterpulvergeschweißter Hohlprofile nicht überschreiten.6.2 Die inneren Eckenbereiche von Hohlprofilen mit quadratischem oder rechteckigem Querschnitt müssen abgerundet sein.ANMERKUNGFür die Rundung der inneren Eckenbereiche sind Maße nicht festgelegt.A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41EN 10210-2:2006 (D)7Tabelle 2 — Grenzabmaße und Formtoleranzen sowie Grenzabweichungen der MasseMerkmalHohlprofile mit kreisförmigemQuerschnitt Hohlprofile mit quadratischem oder rechteckigem QuerschnittHohlprofile mit elliptischem QuerschnittAußenmaße (D, B und H) ± 1 %, mit einem Mindestwert von ± 0,5 mm, höchstens aber ± 10 mm± 1 %a , mindestens aber ± 0,5 mmWanddicke T −10 %b, cUnrundheit O2 % bei Hohlprofilen mit einem Verhältnis von Durchmesser zu Wanddicke von ≤ 100d—Konkavität/Konvexität (x 1, x 2)e — 1 % — Rechtwinkligkeit der Seiten θ — 90o± 1o— Äußeres Rundungsprofil(C 1, C 2 oder R )f— 3 T maximal jeRundung—Verdrillung V —2 mm + 0,5 mm/m Länge aGeradheit e 0,2 %a über die Gesamtlänge und 3 mm je 1 m LängeMasse M± 6 % für die einzelne gelieferte Länge gaBei elliptischen Hohlprofilen mit H < 250 mm ist das zugelassene Grenzabmaß doppelt so groß wie der in dieser Tabelle angegebene Wert.b Die positive Abweichung ist durch die Grenzabweichungen der Masse begrenzt.c Bei nahtlosen Profilen darf die Nennwanddicke in glatten Übergangsbereichen, deren Anteil nicht mehr als 25 % des Umfangs beträgt, um mehr als 10 %, höchstens aber um 12,5 % unterschritten werden.dBei einem Verhältnis von Durchmesser zu Dicke > 100 sind die Grenzabmaße für die Unrundheit zu vereinbaren.e Die Grenzabweichungen für die Konkavität und Konvexität gelten unabhängig von den Grenzabmaßen für die Außenmaße.f Die Seiten müssen nicht tangential zu den Rundungsbögen verlaufen.gAls positive Grenzabweichung der Masse nahtloser Hohlprofile sind 8 % festgelegt.Tabelle 3 — Grenzabmaße der vom Hersteller gelieferten LängeLängenart aLängenbereich LmmGrenzabmaßeHerstelllänge 4000 ≤ L ≤ 16000 mit einem Län-genunterschied von höchstens 2000 je Auftragsposition10 % der gelieferten Profile dürfen unter der für den bestellten Bereich geltenden Mindestlängeliegen, jedoch nicht kürzer als 75 % derMindestlänge sein.Festlänge4000 ≤ L ≤ 16000 ± 500 mm b2000 ≤ L ≤ 600010+mm Genaulänge≥ 6000c15+mm aDer Besteller muss die gewünschte Längenart und den gewählten Längenbereich oder die gewählte Länge bei der Anfrage und Bestellung angeben.b Option 2.1: Als Grenzabmaß für Festlängen ist 5010+mm festgelegt . cDie üblichen Längen betragen 6 m und 12 m.A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41EN 10210-2:2006 (D)8Tabelle 4 — Grenzwert der inneren und äußeren Schweißnahtüberhöhung beiunterpulvergeschweißten HohlprofilenMaße in mmWanddicke TSchweißnahtüberhöhungmax. ≤ 14,2 3,5 > 14,24,87 Prüfung der Maße und Formen7.1 AllgemeinesAlle äußeren Maße einschließlich der Unrundheit sind in einem Abstand von den Enden von mindestens D für Profile mit kreisförmigem Querschnitt, B für Profile mit quadratischem Querschnitt und H für Profile mit rechteckigem oder elliptischem Querschnitt, mindestens aber 100 mm von den Enden entfernt, zu messen.7.2 AußenmaßeBei Hohlprofilen mit kreisförmigem Querschnitt ist der Durchmesser D und bei elliptischen Hohlprofilen sind die Außenmaße B und H nach Wahl des Herstellers direkt, z. B. mittels Messlehre, oder mittels Umfangsbandmaß zu messen.Die Grenzpositionen der Messpunkte für die Messung von B und H für quadratische und rechteckige Hohlprofile sind in Bild 1 angegeben.7.3 Wan d dickeDie Wanddicke T geschweißter Hohlprofile ist in einem Abstand von mindestens 2 T von der Schweißnaht zumessen.Die Grenzpositionen der Messpunkte für die Messung der Wanddicke von Hohlprofilen mit quadratischem und rechteckigem Querschnitt sind in Bild 1 angegeben.AN MERKUN G Die Wanddicke wird normalerweise in einem Abstand vom Profilende von höchstens der Hälfte des Außendurchmessers oder der Hälfte der größeren Seitenlänge gemessen.A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:419Maße in mmaDieses Maß ist ein Höchstwert bei Messung von B oder H und ein Mindestwert bei Messung von TBild 1 — Querschnittsbezogene Grenzpositionen für die Messung von B , H und T beiHohlprofilen mit quadratischem oder rechteckigem Querschnitt7.4 Unrun d heitDie Unrundheit O von Hohlprofilen mit kreisförmigem Querschnitt ist nach folgender Gleichung zu berechnen:()100%minmax ×−=DD D O7.5 Konkavität und KonvexitätDie Konkavität x 1 oder die Konvexität x 2 der Seitenflächen von Hohlprofilen mit quadratischem oder rechteckigem Querschnitt ist zu messen wie in Bild 2 dargestellt.Der Wert der relativen Konkavität oder Konvexität ist wie folgt zu berechnen:%100%;100%;100%;1002121××××H x H x B x B xDabei sind B und H die Seitenlängen der Flächen, die die Konkavität x 1 oder die Konvexität x 2 enthalten.A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:4110Bild 2 — Messung der Konkavität bzw. Konvexität von Hohlprofilen mit quadratischem oderrechteckigem Querschnitt7.6 Rechtwinkligkeit der SeitenDie Abweichung der Seiten von Hohlprofilen mit quadratischem oder rechteckigem Querschnitt von der Rechtwinkligkeit ist als Differenz zwischen 90° und Θ nach Bild 3 zu messen.A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:4111Bild 3 — Rechtwinkligkeit der Seiten von Hohlprofilen mit quadratischem oderrechteckigem Querschnitt7.7 Äußeres Run dungsprofil7.7.1 Das äußere Rundungsprofil bei Hohlprofilen mit quadratischem oder rechteckigem Querschnitt ist nach Wahl des Herstellers nach 7.7.2 oder 7.7.3 zu messen. 7.7.2Der Rundungsbogen ist mit einer Radiuslehre zu messen.7.7.3 Der Abstand zwischen den Schnittpunkten von Seitenlinien und Rundungsbogen einerseits und dem Schnittpunkt der Verlängerungen der flachen Seiten andererseits (C 1 und C 2in Bild 4) ist zu messen.Bild 4 — Äußeres Rundungsprofil von Hohlprofilen mit quadratischem oder rechteckigem Querschnitt7.8 Ver drillung7.8.1 Die Verdrillung V in einem Hohlprofil mit quadratischem oder rechteckigem Querschnitt ist nach Wahl des Herstellers nach 7.8.2 oder 7.8.3 zu bestimmen.Die Verdrillung V in einem Hohlprofil mit elliptischem Querschnitt ist nach 7.8.4 zu bestimmen.A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41127.8.2 Das Profil ist auf eine horizontale Fläche zu legen und an einem Ende flach gegen die Unterlage zu pressen. Am gegenüberliegenden Profilende ist die Differenz der Abstände der beiden unteren Rundungenvon einer horizontalen Unterlage zu bestimmen (siehe Bild 5).Bild 5 — Verdrillung von Hohlprofilen mit quadratischem oder rechteckigem Querschnitt7.8.3 Die Verdrillung rechteckiger und quadratischer Hohlprofile ist mittels Wasserwaage und Mikrometer-messgerät (Messschraube) zu bestimmen. Die Bezugslänge der Wasserwaage ist dabei der Abstand zwischen den Schnittpunkten der Seitenlinie mit den Rundungsbögen (siehe Bild 6). Die Verdrillung V ist die Differenz zwischen den an beiden Profilenden gemessenen Werten V 1(siehe Bild 6).Legende1 Wasserwaage2 H für rechteckige, B für quadratische HohlprofileBild 6 — Messung der Verdrillung bei Hohlprofilen mit quadratischen oder rechteckigem Querschnitt 7.8.4 Die Verdrillung elliptischer Hohlprofile ist mittels Wasserwaage und Mikrometermessgerät (Messschraube) zu bestimmen. Die Bezugslänge der Wasserwaage ist dabei das Maß der Hauptachse H . Die Verdrillung V ist die Differenz zwischen den an beiden Profilenden gemessenen Werten V 1 (siehe Bild 7).A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:4113Legende1 WasserwaageBild 7 — Messung der Verdrillung bei Hohlprofilen mit elliptischem Querschnitt7.9 Gera dheitDie Abweichung von der Geradheit e über die Gesamtlänge eines Hohlprofils ist an dem Punkt zu messen, bei dem das Profil den größten Abstand von einer geraden, seine beiden Enden verbindenden Linie aufweist, wie in Bild 8 dargestellt, wobei L die vom Hersteller gelieferte L änge ist. Die relative Abweichung von der Geradheit ist wie folgt zu berechnen:%100×LeZusätzlich darf bei einem Hohlprofil die lokale Abweichung e von der Geradheit über die gesamte L änge in keinem Längenabschnitt Lvon 1 m mehr als 3 mm betragen.Bild 8 — Messung der Abweichung von der GeradheitA &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41148 Maße und statische WerteDie statischen Nennwerte für die Auslegung von Konstruktionen aus Hohlprofilen nach diesem Teil der EN 10210, die nach den Maßanforderungen dieser Norm gefertigt und für den Stahlbau bestimmt sind, müssen nach Anhang A berechnet werden.Die statischen Nennwerte sind für eine Reihe von Standardgrößen warmgefertigter kreisförmiger, quadratischer, rechteckiger und elliptischer Hohlprofile für den Stahlbau in Tabelle B.1 für Profile mit kreisförmigem Querschnitt, in Tabelle B.2 für Profile mit quadratischem Querschnitt, in Tabelle B.3 für Profile mit rechteckigem Querschnitt und in Tabelle B.4 für Profile mit elliptischem Querschnitt aufgeführt. Diese statischen Werte wurden nach den in Anhang A angegebenen Gleichungen berechnet.AN MERKUN G N icht alle Profilgrößen und Wanddicken nach den Tabellen B.1, B.2, B.3 und B.4 sind von allen Herstellern lieferbar. Dem Anwender wird daher empfohlen, die Verfügbarkeit zu prüfen. Andere Profilgrößen und Wand-dicken können nach Vereinbarung mit dem Hersteller geliefert werden.A &I -N o r m e n a b o n n e m e n t - V o i t h P a p e r G m b H & C o . K G - K d .-N r .6245916 - A b o -N r .00073009/003/001 - 2006-06-26 13:37:41。
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《底特律Detroit》英语中字HD720P蓝光720P蓝光1080P
高清下载
导演: 凯瑟琳·毕格罗编剧: 马克·波尔主演: 约翰·博耶加、威尔·保尔特、格本加·阿金纳格贝、阿尔吉·史密斯、雅各布·拉提摩尔、杰克·莱诺、凯特琳·德弗、本·奥图尔、约翰·卡拉辛斯基、安东尼·麦凯、马尔科姆·大卫·凯利、约瑟夫·戴维-琼斯、拉兹·阿隆索、伊弗雷姆·赛克斯、杰森·米切尔、汉娜·穆雷、莱昂·托马斯三世、克里斯·乔克、杰瑞米·斯特朗、萨米拉·威利、内森·戴维斯、佩顿·亚历克斯·史密斯、泰勒·詹姆斯·威廉姆类型: 剧情、历史制片国家地区: 美国上映日期: 2017-07-25(底特律首映)、2017-08-04(美国)
片长: 143分钟又名: 底特律暴乱------------------------（豆瓣影评8.1分）《拆弹部队》（The Hurt Locker）和《刺杀本拉登》（Zero Dark Thirty）女导演凯瑟琳·毕格罗（Kathryn Bigelow）和《拆弹部队》编剧马克·鲍尔（Mark Boal）再度合作，拍摄了这样一部讲述1967年底特律黑人骚乱的电影。
1967年的底特律黑人骚乱是美国历史上破坏性最大的种族
骚乱之一，起因是警察7月23日凌晨进入黑人区一家酒馆
逮捕黑人。
这次执法行动引发黑人不满，他们闻讯而来向警
察投掷石块和砖头。
后来警方增援到来，强行驱散黑人，但
适得其反，黑人越聚越多最终引发波及全城的大规模骚动。
这场骚乱持续了五天，造成43人死亡，许多建筑被毁、许
多人受伤。
骚乱还蔓延到伊利诺伊、北卡罗来纳、田纳西、
马里兰州。
奥斯卡最佳影片《拆弹部队》导演凯瑟琳·毕格罗的新作，毕姐保持了一贯女汉子的本色，强悍，霸气，对电影的控制
力丝毫不逊于大名鼎鼎的前夫，真正的女权可能就是可以让
别人忘记性别的标签。
最起码对于我来说詹姆斯卡梅隆和毕
姐只能选一部，我选毕姐。
起初只看片名《底特律》并没有
太打动我，看到影片执导是凯瑟琳·毕格罗才算是勾起了我一
点兴趣。
近两个半小时的影片，从第一幕压抑到最后黑屏，
影片聚焦1967年底特律骚乱中的阿尔吉尔汽车旅馆事件。
我个人观影时有个习惯，总是要等到最后黑屏才会结束这一
次观影。
可以静下心收拾心情，也是出于对每一位电影人的
尊重。
一般影片结束时片尾曲我并不会记得太深，但《底特
律》的片尾曲却让我大吃一惊。
本来影片就足够让人绝望，
歌词里那种“无力的呐喊”更让人心痛。
当象征正义的警方变
成披着羊皮的恶狼，人们还会有什么希望可言。
当“非洲裔美
黑人就真的“低人一等”吗？从奴隶贸国人”“黑人”变成“黑鬼”，
易到如今的北非难民，签署《消除一切形式种族歧视国际公
约》发表《我有一个梦想》就真的消除种族主义就真的平等
自由了吗？PS：看完《底特律》以后我一直在思考一个
问题：当法律的天平出现倾斜，当警察将枪口对准我们自己
时，我们该怎么办？。