1、游艇码头设计规范篇一：澳洲规范_游艇码头设计指南(中文修改版) 澳洲规范 游艇码头设计指南 第一章 前言 范围 本规范是由澳洲标准委员会为娱乐休闲的游艇基地制定的设计规范。 参考文献 本规范参考文献如下： 1170 SAA 荷载规范 第一部分：恒载与活载及荷载组合 第二部分：风荷载 1418 SAA 起重机规范 第一部分：基本要求 第二部分：串行吊笼及绞车 第七部分：施工队的吊笼及绞车 第九部分：汽车吊笼 1428通道及流动性设计 1851防火设施的养护维修 2890离街泊车 第一部分：泊车设备 3000SAA布线规则 3004电气装置游艇码头和游艇电压 NAS54 澳洲道路交通工程实践 定义
2、 本规范应用如下定义 泊位可供游艇靠泊、系缆在固定或浮码头的水域，并且提供步行上下船的栈桥。注：游艇停泊通常占据单泊位或双泊位。 单泊位辅栈桥或系缆桩之间容纳一条船的泊位（见图） 图 双泊位辅栈桥或系缆桩之间可容纳两条船的泊位（见图） 图 固定泊位由桩基固定栈桥及系泊桩构成的泊位（见图） 图 浮动泊位无任何其他结构支撑，由栈桥组成的浮动泊位。浮栈桥由引导桩或锚链定位，允许竖直方向的位移。船舶停泊在单泊位或双泊位，均设置突出浮筒。（见图） 船长船舶最大长度，包括船首斜桅和船尾吊艇柱/甲板。 型宽包括船上所有的永久附属设备的船舶的最大宽度。 防波堤建造在水中对船只形成掩护固定或浮动的堤坝。 航道供
3、船舶交通的畅通水道。 进港航道连接游艇码头和主航道的航道（如河，湾等，见图） 内部航道连接进港航道和主航道的航道（见图） 航道水深航道海图深度基准面以下的水深 航道宽度可供航行的设计水深处航道有效宽度 海图深度基准面英版海图基准 轮廓线浮动构件的下边线 干船仓贮藏小到中等大小的船只，通常包含多层的艇架系统（见图） 注：水平搬运机械为叉车、起重机或其它运输设备。 所有可用的水文数据的汇编 主航道供船舶在内部航道和个别泊位间运行的位于两行泊位之间的畅通水道。 风区长度超过公开水域的可能产生风浪的距离。 栈桥连接停靠船舶与供行人通过的人行桥的固定的或浮动的结构（见图） 活动引桥连接岸或固定突堤与浮动
4、结构的供行人通过的结构（见图） 堆场一铺平而没有遮蔽的区域，用于储存船只和维修活动，如喷漆、防污和修理工作 游艇码头为用于休闲和娱乐的游艇的停靠设计或采用的一组浮筒、防波堤、码头或类似结构，还包括一些附属工程，如滑道、设备维修和船舶保养，燃料供给及配件。 系泊设施用于泊船的独立结构。 趸船浮动平台 海堤分离海上和陆地的结构 假潮在全封闭或半封闭水体中的长周期振动波的运动，其随港池的几何形状而定，反映周围岸壁、波周期与共振的特点 排污设施抽空船上污水收集池的装置，通常通过一个小型抽水站连接到主要污水处理系统。 跨运车供升降机或较低船只垂直进出水的移动起重机，并将他们运输至维修或储存区域。 人行桥
5、 主人行桥为行人提供从次人行桥到岸上的通道（见图） 次人行桥为行人提供从泊位到主人行桥或岸上的通道，通常与主航道平行（见图） 波高 设计最大波高（H1）一段时间内测量到的累积频率为1%的大波的平均波高（从波谷到波峰） 显著波高（Hs）一段时间内测量到的累积频率为%的大波的平 篇二：日本游艇码头设计规范Technical standards and commentaries for port. Ports and Harbours Bureau, Ministry of Land, Infrastructure, Transport and Tourism (MLIT) National Ins
6、titute for Land and Infrastructure Management, MLIT Port and Airport Research Institute TECHNICAL STANDARDS AND COMMENTARIES FOR PORT AND HARBOUR FACILITIES IN JAPAN THE OVERSEAS COASTAL AREA DEVELOPMENT INSTITUTE OF JAPAN XX FOREWORD Foreword Thisbookisatranslationof“the Technical Standards and Com
7、mentaries for Port and Harbour Facilities in Japan”(hereinaftercalled“theTechnicalStandards”),whichsummarizestheministerialordinanceand publicnoticearticlesaswellastherelatedcommentariesandtechnicalnotesinconnectionwiththe“Technical StandardsforPortandHarbourFacilities”establishedbyJapansMinistryofL
8、and,Infrastructure,Transport andTourism(MLIT) withtheapprovaloftheauthorsincludingthePortsandHarboursBureauofMLIT,NationalInstituteforLand andInfrastructureManagement(NILIM;alsoapartofMLIT),andthePortandAirportResearchInstitute (PARI;anIndependentAdministrativeInstitution). ,800 islands,andhasanarea
9、of380,000squarekilometersandatotalcoastlineof34, industry,whichsupportsthenationseconomy,hasbeenlocatedincoastalareaswithportsandharborsfor ,Japanhasconstructed, improvedandmodernizedapproximately1,100portsandharborsaswellasapproximately3,000fishingports %oftradenowdependsonportsandharbors,theyplay
10、aparticularlyimportantroleinJapan. Japanwasaclosedcountryforabout220years,fromtheearly17thcenturyuntilthemid-19thcentury. FollowingtheMeijiRestorationof1868, youngJapaneseengineerslearnedfromexperiencedengineersinvitedtoJapanfromabroad,andconstructed modernportsandharbors,suchasthePortsofYokohamaand
11、Kobe. ThefirstJapanesemanualonportandharbortechnologywasreleasedin1943andwassubsequently ,“theTechnicalStandards forPortandHarbourFacilities” present“TechnicalStandards”waspublishedbytheJapanPortandHarbourAssociationin1979andithas “TechnicalStandards”was firstpublishedin1980,andwasrevisedandreissued
12、in1991andXXcorrespondingtotherevisionsofthe Japanese“TechnicalStandards.” BecausemanyportsandharborsinJapanfacetheopensea,aconsiderablenumberofportsareexposed ,manyJapaneseportsandharborshavebeenconstructed smost earthquake-prone nations, the facilities of ports and harbors are exposed to severe nat
13、ural disasters of struction ofportandharborfacilitiest resultoftheseefforts,itisfairtosaythatJapanpossessestheworldsmostadvancedleveloftechnologyfor wave-resistantdesign,earthquake-resistantdesignofportandharborfacilities,andcountermeasuresforsoft ground. TheXXeditionof“theTechnicalStandards,”inaddi
14、tiontoincorporatingthemostadvancedtechnology, hasfullyincorporatedtheapproachbasedon“performance-baseddesign”iesponsetoworldwidedemands thatthenationalstandardsbebasedon“performancecriteria,”asadvocatedintheTBTAgreement(Agreement onTechnicalBarrierstoTrade).“TheTechnicalStandards”areconsistentwithth
15、efollowinginternational standards,andrepresentacompilationofJapansworld-classknowledgeinconnectionwithtechnologyfor portsandharbors: TECHNICAL STANDARDS AND COMMENTARIES FOR PORT AND HARBOUR FACILITIES IN JAPAN ISO2394Generalprinciplesoeliabilityforstructures, ISO23469BasesfordesignofstructuresSeism
16、icactionsfordesigninggeotechnicalworks, ISO21650Actionsfromwavesandcurrentsoncoastalstructures. ThesystemoftechnicalstandardsinJapanisstructuredwith“ministerialordinances”and“publicnotices” whichspecifyconcretemethodsinconnectionwith“theTechnicalStandards”thatportandharborfacilities “commentaries”an
17、d “technicalnotes”,thisstructureisfollowedintheEnglish ,thereaderisaskedtounderstand thatsuchduplicatioeflectthestructureoftheStandardsintheJapaneseversion.Somedescriptiononthe performance-baseddesignandthepartialfactorandsystemreliabilityareincludedinAnnexesasanaidfor thereadersunderstanding. Becau
18、se technology in respective countries has been developed to conform to the conditions in each country,theremaybeaspectsofthecontentof“theTechnicalStandards”whicharedifficultforpersonsfrom ,werecommendthatthereader refert subjectmayalsoinquireoftherelevantofficesoftheabove-mentionedPortsandHarboursBu
19、reau(MLIT), NILIM,andPARI. It is our sincere hope that “the Technical Standards” will contribute to the development of ports and harborsworldwideandtoprogressinportandharbortechnology. OctoberXX , SupervisorsforEditorialWorksoftheEnglishEdition CONTENTS Contents Foreword Acknowledgement Abbreviation
20、s Symbols Part I General Chapter 1 General Rules ? 3 Scope of Application ? 3 Definition of Terms? 4 Performance-based Design ? 8 Performance-based Design Systems ? 8 Classification of Performance Requirements ? 8 Performance Requirements ? 9 Actions? 10 Design Situation ?11 Performance Criteria? 12
21、 Performance Verification ? 13 Reliability-based Design Method ? 21 Outline of Reliability-based Design Method? 21 Level 1 Reliability-based Design Method (Partial Factor Method) ? 21 Methods of Setting Partial Factors? 22 Setting of Target Safety Level and Target Reliability Index/Partial Factors ?
22、 23 ANNEX 1 Reliability-based Design Method ? 27 ANNEX 2 Partial Factor and System Reliability ? 36 Chapter 2 Construction, Improvement, or Maintenance of Facilities Subject to the Technical Standards ? 39 1 Design of Facilities Subject to the Technical Standards ? 39 Design Working Life ? 39 2 Cons
23、truction of Facilities Subject to the Technical Standards ? 40 General ? 40 Substance Set as Construction Plans? 40 Substance Set as Construction Methods ? 40 Content of Construction Management ? 41 Substance Set as Construction Safety Management? 41 Structural Stability during Construction ? 41 3 M
24、aintenance of Facilities Subject to the Technical Standards ? 42 General ? 43 Maintenance Programs ? 44 Maintenance Programs ? 45 Inspection and Diagnosis Programs ? 47 Measures Regarding Prevention of Danger ? 48 Measures Dealing with Out-of-Service Facilities ? 48 4 Environmental Consideration? 49
25、 General ? 49 xi TECHNICAL STANDARDS AND COMMENTARIES FOR PORT AND HARBOUR FACILITIES IN JAPAN Part II Actions and Material Strength Requirements Chapter 1 General ? 55 1 General ? 55 2 Other Needs to be Considered? 55 Chapter 2 Meteorology and Oceanography ? 57 1 Meteorology and Oceanography Items
26、to be Considered for Performance Verification ? 57 General ? 57 2 Winds ? 58 General ? 58 Characteristic Values of Wind Velocity ? 60 Wind Pressure ? 61 3 Tidal Level ? 68 Astronomical Tides ? 68 Storm Surge ? 69 Harbor Resonance ? 71 Abnormal Tidal Levels ? 74 Long-term Variation in the Mean Sea Le
27、vel ? 74 Underground Water Level and Seepage ? 75 4 Waves ? 79 Basic Matters Relating to Waves ? 80 Generation, Propagation and Attenuation of Waves ? 84 Wave Transformations ? 88 Wave Refraction ? 88 Wave Diffraction ? 91 Combination of Diffraction and Refraction ? 93 Wave Reflection ? 93 1 General
28、 ? 93 2 Calculation of Reflection Coefficient ? 96 3 Transformation of Waves at Concave Corners near the Heads of Breakwaters and around Detached Breakwaters? 96 Wave Shaoling ? 98 Wave Breaking ? 99 Wave Runup Height, Wave Overtopping and Transmitted Waves ? 105 1 Wave Runup Height? 105 2 Wave Over
29、topping Quantity ? 109 3 Transmitted Waves ?116 Rise of Mean Water Level due to Waves and Surf Beats ?117 1 Wave Setup ?117 2 Surf Beats ?119 Long-period Waves ? 120 Concept of Harbor Calmness ? 122 Ship Waves ? 124 Wave Pressure and Wave Force ? 128 General ? 128 Wave Force on Upright Walls ? 129 W
30、ave Force Acting on Submersed Members and Isolated Structures? 144 Wave Force Acting on Structures near the Water Surface? 148 Design Wave Conditions ? 152 Setting of the Design Wave Conditions for Verification of Stability of Facilities and the Ultimate Limit State of Structural Members ? 152 Setting of Wave Conditions for Verification of Harbor Calmness ? 154 Setting of Wave Conditions for Verification of Durability, Serviceability Limit State, of the Structural Members? 155 Conditions of Design Waves in Shallow Waters ? 155 Actions on Floatin
