110kv普通硂电杆及基础设计_课程设计1

电气工程及其自动化（输电线路方向）输电杆塔设计课程设计设计说明书题目110KV普通硂电杆及基础设计设计参数如下地线支持力参数序号导线型号水平档距（M）垂直档距（M）TMAXTMINLGJ150/25255375455044501目录一、整理设计用相关数据1（1）气象条件表1（2）杆塔荷载组合情况表1（3）导线LGJ150/25相关参数表1（4）地线GJ35相关参数表1（5）绝缘子数据表2（6）线路金具的选配表2（7）电杆结构及材料3（8）地质条件3二、导地线相关参数计算4（1）导线比载的计算4（2）地线比载的计算5（3）导线最大弧垂的计算7三、电杆外形尺寸的确定9（1）电杆的总高度9（2）横担的长度11四、荷载计算12五、电杆杆柱的强度验算及配筋计算15（1）正常情况的弯矩计算15（2）断线情况时的弯矩计算16（3）安装导线时的强度验算17（4）杆柱弯扭验算18（5）正常情况的裂缝宽度验算18（6）电杆组立时的强度验算19六、电杆基础强度校验21七、拉线及附件设2计22八、参考文献22九、附图1110KV普通自立式硂电杆设计一、整理设计用相关数据（1）气象条件表根据架空输电线路设计（孟遂民）整理IV区气象条件序号代表情况温度风速M/S冰厚MM1最低气温20002最大风52503年均平均10004覆冰有风51055最高气温40006安装101007外过有风151008内过有风10150（2）杆塔荷载组合情况表见后面第四步“荷载计算”最后面。（3）导线LGJ150/25相关参数表根据架空输电线路设计（孟遂民）整理导线LGJ150/25的相关参数名称符号数值单位弹性系数E76000MPA温膨系数1896101/单位长度重量W6010KG/KM导线直径D171MM截面积A173112M计算拉断力JT54110N安全系数K25年均应力上限CPP25MPA重力加速度G9806652/S3（4）地线GJ35相关参数表根据架空输电线路设计（孟遂民）整理地线GJ35的相关参数名称符号数值单位弹性系数EMPA温膨系数1156101/2单位长度重量W2951KG/KM导线直径D78MM截面积A37172M计算拉断力JT43424N安全系数K27年均应力上限CPP25MPA重力加速度G9806652/S（5）绝缘子数据表根据任务书整理相关数据绝缘子型号串数片数标称电压（KV）单片长度（MM）XP4517110146（6）线路金具的选配表根据电力金具手册（第二版）查得导线相关数据如图所示件号名称质量KG数量型号1U型螺丝0721U18802球头挂环0301Q73绝缘子507LXP454碗头挂板0821W7A5悬垂线夹301CGU46预绞丝0571FYH150/253绝缘子串长度L（MM）1267绝缘子串重量（KG）3741适用导线LGJ150/25电压等级（KV）110地线相关数据如图所示件号名称质量KG数量型号1挂板0561Z72球头挂环0271QP73绝缘子331XDP174悬垂线夹571CGU2绝缘子串长度L（MM）362绝缘子串重量（KG）983适用避雷线17781470A电压等级（KV）110（7）电杆结构及材料电杆结构为上字型，材料为钢筋混凝土。4（8）地质条件见任务书。二、导地线相关参数计算（1）导线比载的计算根据架空输电线路设计（孟遂民）计算比载1导线的自重比载/105341017386590,31MMPA2冰重比载/72,53323垂直总比载/105107034,333MMPA4无冰风压比载假设风向垂直于线路方向，可以得019SIN,CKV线路出下式/106250,324PAAVDVSCF1）外过电压，安装有风V10M/S,10,11FSC/10796173,3324MMPA2）内过电压V15M/S,075,11FSC/4173517506215,033243）最大风速V25M/S,设计强度时，085,11FSC/108617328,334MMPA4）最大风速V25M/S,计算风偏时，061,11FSC/92516025,033255覆冰风压比载计算V10M/S,计算强度和风偏时，10,12FSC/1074173052106251,3325MMPA6无冰综合比载1）外过电压，安装有风/4,362）内过电压/1032715,036MMPA3）最大风速,设计强度时/695,364）最大风速,计算风偏时1074A7覆冰综合比载/1065310,37MMPA将计算的结果汇成下表（单位）/3自重0,1覆冰无风,53无冰综合10,6无冰综合5,6无冰综合25,06强度无冰综合,6风偏覆冰综合10,57强度和风偏34055175347237324961427653061F11SC075F11SC085F12SC061F11SC075F12SC（2）地线比载的计算1地线的自重比载/108671073865910,331MMPA2冰重比载6/1074107358720,5332MMPA3垂直总比载/6246,3334无冰风压比载假设风向垂直于线路方向，可以得01109SIN,0CKV线路出下式/16250,324MMPAAVDVSCF1）外过电压，安装有风V10M/S,10,12FSC/1074513708,3324MMPA2）内过电压V15M/S,075,12FSC/3172750615,03243）最大风速V25M/S,设计强度时，085,12FSC/1068173582,3324MMPA4）最大风速V25M/S,计算风偏时，061,12FSC/26105,0335覆冰风压比载计算V10M/S,计算强度和风偏时，10,12FSC/1092351705287106251,325MMPA6无冰综合比载1）外过电压，安装有风/4,362）内过电压/105381,06MPA73）最大风速,设计强度时/10254,036MMPA4）最大风速,计算风偏时987覆冰综合比载/106310,57MMPA将计算的结果汇成下表（单位）/3自重0,1覆冰无风,53无冰综合10,6无冰综合5,6无冰综合25,06强度无冰综合,6风偏覆冰综合10,57强度和风偏77861256079438553114259830130631F11SC075F11SC085F12SC061F11SC075F12SC（3）导线最大弧垂的计算1计算比值，将计算的结果列入下表0/气象条件最大风速最厚覆冰最低气温年均气温许用用力MPA01187811878118787424比载MMPA/134961530634053405温度T（C）5520101/M0/04177044670286704586由小至大编号BCAD2计算临界档距根据架空输电线路设计（孟遂民）列表求解临界档距气象条件最低气温最大风速最厚覆冰年均气温8临界档距LAB27157MLAC24074MLAD虚数LBC虚数LBD虚数LCD虚数由此得出无论档距多大，年均气温为控制气象条件。3计算最大弧垂1）判断最大弧垂发生的气象条件以年均气温问第一气象条件，覆冰无风为第二气象条件，根据架空输电线路设计（孟遂民）求解状态方程。第一状态，；/1053431MMPACT102471MPA第二状态，。6252其他条件无高差，档距L255M。根据以上条件和公式求解得；0315PAB根据架空输电线路设计（孟遂民）求解临界温度解得CTJ4021760198351065343所以最大弧垂发生在最高气温下。2）计算最大弧垂根据架空输电线路设计（孟遂民）求解最高气温下的导线应力；第一状态，；/1053431MMPACT102471MPA第二状态，。42其他条件无高差，档距L255M。根据以上条件和公式求解得；代入架空输电线路设计（孟遂民）P67公式4392358PA中得出最大弧垂；MLF754235810482MAX9三、电杆外形尺寸的确定（1）电杆的总高度1杆塔呼称高度的确定根据输电杆塔及基础设计（陈祥和）有。HFHXMA为绝缘子串长度，前面以列表为1267MM。为导线的最大弧垂，前面已计算为475M。MAXF为导线到地面及被跨越物的安全距离，查阅输电杆塔及基础设计H（陈祥和），取6M。为施工裕度，取07M。则杆塔呼称高度为MHFHX7120675421MA再根据输电杆塔及基础设计（陈祥和），取呼称高度为13M2导线间垂直距离的确定根据输电杆塔及基础设计（陈祥和）可以求出导线间垂直距离。导线水平排列线间距离MFUDM92754601274065104MAX导线垂直排列线间距离MV97927再查阅输电杆塔及基础设计（陈祥和），取35M3地线支架高度的确定要确定地线支架高度，必须先确定横担的长度。1）空气间隙校验查阅输电杆塔及基础设计（陈祥和）得MRMR01,70,250雷操正基本风压102222/160495/610MKNK雷操正绝缘子串所受风压绝缘子串风荷载计算式JZJANP021NPJJJ015360177495雷操正导线风荷载计算NPDD78291501760100575931422510762160323雷操正导线自重比载计算GD423534正绝缘子串风偏角，即计算/TAN1JDGP3172/8364021579TAN/43268364021759TAN雷操正11根据值，制作好间隙圆校验图，三种气象条件下间隙,2671RMD和校验合格。2）带电作业校验带电作业气象条件刚好和外过电压气象条件相同，绝缘字串风偏角，人体活动范围05M,带电作业安全距离。校验结果地雷雷M01R带电位作业风偏人员对导线作业时，作业人员只能在杆塔顺线方向前后作业，不得在杆塔横线路方向作业。否则带电作业安全距离不够。3）地线支架高度的确定由下一步“横担的长度”求得横担长为2M，根据输电杆塔及基础设计（陈祥和）求得地线与导线间的垂直投影距离。MAHBDB6532TN0T所以地线支架高度为MHBDB7452360271653综上取28M。4）验算地线保护角根据高电压技术（赵智大）得MPHRXX23165163947070所以地线高度是安全的。综上得电杆总高度为3133528223M，主杆分段处取距离地面7米处。（2）横担的长度上字型杆塔的上横担长度确定根据输电杆塔及基础设计（陈祥和）1）正常运行电压情况下MBRDH130426SIN71250SIN2）操作过电压H27II3）雷电过电压MBRDH461307SIN2610SIN4）空气间隙校验12MBRDH96150317SIN2610SIN综上，上横担长度取2M，下横担长度取24M。安全起见，横担采用转动横担。四、荷载计算1运行情况I最大设计风速、无冰、未断线。1）地线重力为1824096375108673NGLAJBVB2）地线风压为213354PPBB3）导线重力为25783675105431NGLAJDVD4）绝缘子串风荷载9461271021WNPJZJD5）导线风压8753836254NPLAJDD2运行情况II覆冰、有相应风速、未断线。1）地线重力6731824961075310449632NGKLAGGJBVBJBVBB2）地线风压3292535NLAPPB3）导线重力1725873610753104321NGKLAGGJDVDJDVD134）绝缘子串的风荷WANPJZJD5）导线风压294243PLJDD3断导线情况I、II断一根导线、无冰、无风1）地线重力182NGB2）导线重力未断导线相57D断导线相147283621034231NLAJDVD3）导线断线张力54MAXXT地线支持力0,450INAXNN4断地线情况无冰、无风、导线未断1）导线重力27GD2）地线重力6874921496NB3）地线断线张力3210MAXXTB5安装情况I起吊上导线、有相应风速、无冰1）地线重力182NGB2）地线风压14925731074504NLAPPB3）导线重力7D4）导线风压30963104PPD挂上导线时，存在拉力。根据输电杆塔及基础设计（陈祥和）2T和14；所以它们引起的垂直荷载和横向荷载176,37421NT1TG1TP为，1067349851PGT则5811NKDTF6安装情况II起吊下导线地线、导线的重力和风压同安装情况I。正在起吊下导线时下横担处的总重力为531052710NGFD根据以上结果列杆塔荷载组合情况表（标准值）荷载组合情况荷载类型运行情况I运行情况II断导线情况I、II断地线情况安装情况I安装情况II地线重力11672N1167664N11672N11672N11672N地线风压792N340N149N149N导线重力25478N2547811161N25478N25478N25478N25478N导线风压1687N612N300N300N绝缘子串风荷载94N15N导线断线重力14573N导线断线张力7575N地线断线重力680N地线断线张力3217N安装上导线总横向荷载1613N安装上导线总垂直荷载8542N安装下导线总垂直荷载530258N杆头荷载图如下15五、电杆杆柱的配筋计算及强度验算（1）正常情况的弯矩计算根据输电杆塔及基础设计（陈祥和）计算正常情况下的弯矩其中，可根据输电杆塔及基5ZHPGAMXXXH50P础设计（陈祥和）求得。因为不是重冰区，所以运行情况II不是控制条件，只计算运行情况I的弯矩。计算弯矩应该用到荷载的设计值，所以1641,2QG1）电杆最顶端弯矩542130820MNMMNP2）上横担处弯矩71598250172109320418/621MNN3）下横担处弯矩3279365013261092301485/5365222MNMMNP4）主杆分段处弯矩394812504762592361092/47632MNMP5）地面处弯矩5183950416813256231902/46876224MNP6）嵌固点弯矩519702519468142572362/54NMP17（2）断线情况时的弯矩计算断上导线产生比断下导线更大的弯矩（断上导线起控制作用），故只计算断上导线时的弯矩。1）断上导线情况断导线张力106574NTD地线最大支持力37MAX地线最小支持力2IN地线的不平衡张力450317NTB横担转动后断线张力8468D上横担弯矩12932MAX1MHMB嵌固点的弯矩根据输电杆塔及基础设计（陈祥和）34750606357845N2）由地线不平衡张力在嵌固点引起的弯矩81241201,5MTB（3）安装导线时的强度验算1）安装上导线时各处的弯矩安装情况I的杆身风压/51923076170421MNPNM/25065319682042MN2）安装下导线时各处的弯矩安装情况II的杆身风压/920357061701422MNP18/652908251923072930148MNM/85659243662MN（4）杆柱弯扭验算转动横担起动力为2500N，长度为24M，故上导线断线，横担转动时主杆同时承受弯矩、剪力和扭矩的作用，剪力V2500N，扭矩T2500246000N。电杆外径D400MM，内径D300MM，C40混凝土，根据输电杆塔及基础设计（陈祥和）得2/81MNFT2243/81/530001645MNFWTTDVTT由上式得全部拉应力可有混凝土承担，螺旋钢筋可仅按构造要求配置。（6）正常情况的裂缝宽度验算1）已知参数初步配置光面I级纵向钢筋。采用I级螺旋钢筋，螺距1426S100MM。2221/59,/10,23,6,MNEMNERMRRCSS光面钢筋V1。根据输电杆塔及基础设计（陈祥和）得出/0267124129086474301759213202120MNFRMAWETKSDSCS2）计算开裂弯矩K43190866MNWFMDTKCR193）计算裂缝宽度20160102361369478102713895525201MAXMAXREAMSKNMSSCS所以满足要求。（7）电杆组立时的强度验算以上横担B处为起吊点起吊电杆。已知上横担处的集中荷载为上横担和绝缘子串的重量，估计为900N，作用在下横担C处的集中荷载为2000N；整根电杆自重为30600N。将锥形电杆的自重按等径电杆均布荷载计算，即每米电杆自重为/713206MNQ1）求支点反力，列式计算OM5解得；所以得1753NYB157306290O2）主杆起吊是各截面的剪力O点截面处的剪力10948315742321NVYQO在OC段内剪力为零的截面E点距O点的距离为62/09/2MQC点剪力为82062062081379517512NVQCCB截面点剪力为2023）电杆起吊时O、E、C、B各截面的弯矩计算为64582137282137545127413754622897197632961531085327217222MNRMMNRMNRMNMGBCGEO4）求零弯矩点的位置OC段设零弯矩点位置距D点的距离为，则1X0517457283213711XYOX解得，后者不符合题意。,9421MCB段设零弯矩点位置距D点的距离为，则2X0251137457281621XYMOX解得，前者不符合题意。8,0M以上横担B点位起吊点的剪力弯矩图21六、电杆基础强度校验单杆直线电杆一般用倾覆类基础。1）抗倾覆稳定验算根据输电杆塔及基础设计（陈祥和）进行计算。先确定，所有荷载弯矩设计值的总和应等于，因此0H0HS391241683168747926873251468M基础计算宽度的计算50BH8165234COS35TAN72324COSTAN100K所以计算宽度为01530MBKJ22，查相应表得134920HH0612则40620MKNMBMJJ而0418913910MKNMSHJF所以不需要加卡盘。七、拉线及附件设计无拉线与附件。八、参考文献1架空输电线路设计2输电杆塔及基础设计3电力金具手册（第二版）4高电压技术九、附图附图1结构总布置图23附图2间隙圆校验图2425附图3正常运行最大风情况下的抵抗弯矩图内部资料仅供参考内部资料仅供参考图23地块位置图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