加密点坐标表

GPS加密测量成果表1幸中央子午吊线岔L化0径=12裕3胃°浪惠棵尤披殊投影贫面验H狐0窝=杨40鄙m侦备注乖点号野复测坐择标湾(遮m)凉设计坐继标宽(座m)那坐标昨差公(穴mm)钩允许限差凶松X脆Y守X舍Y勿△千X您△昏Y趣mm熟汉喜Ⅰ役001暮431020接4.370蔽491056画.065蚀431020兄4.363赛491056狡.080闸+7怨-15接±20化探榴Ⅰ彩002章430976锻4.333歪490536纵.473喷430976糟4.322怕490536仍.488甲+11趁-15拣±20抱腰找Ⅰ辩004垮431001帜6.872娇486584碗.222脸431001翻6.858页486584搭.229狐+14掩-7雕±20让待对Ⅰ漂005闲431190丧1.096匙484981而.434违431190晶1.086链484981润.440棒+10纲-6旁±20皇趁同Ⅰ伸007浇431628宅5.556独485164脸.862吨431628屿5.556创485164多.862蜘0稿0伏±20蚊及葵Ⅰ弊008它431693基6.556壶485146词.233冈431693姐6.557冻485146安.236衬-1描-3蛇±20高非围Ⅰ叨009剑431891劫2.808舰486582辫.252挤431891适2.807妹486582所.254糊+1兵-2自±20奶症淋Ⅰ技010盗431962铅0.780插487343云.480津431962健0.782推487343红.484您-2减-4蠢±20乱赴曾Ⅰ纳011丘432061敌5.735损490058算.423涂432061庸5.731社490058秘.429素+沉4驱-6捧±20茂蜘身Ⅰ抽012派432114辨1.408左490733棒.321敌432114餐1.416舰490733规.323策-8夫-2脾±20含讲香Ⅰ痰013柴432451可2.181益491006送.604汤432451轧2.185乞491006疼.604擦-4颤0挎±20盗蓝玩Ⅰ级014帜432514暖5.165毯491319柄.805得432514乡5.172婶491319炼.804点-7三+1搁±20改道铲Ⅰ续015炕432712态5.582侨493375喊.128由432712医5.593陪493375销.130兴-11章-2事±20送洗业Ⅰ景016奶432762跪7.834影493879纷.098树432762屿7.846只493879策.102眨-12临-4窃±20愧陆料Ⅰ心017蜂433021舅2.152先496081诉.509水433021烟2.169粪496081漏.509北-17欺0扔±20萌堵右Ⅰ谷018减433116孙5.114歉496210捷.167宵433116扫5.127锄496210骤.172统-13佳-5测±20抽梢障Ⅰ垃019惜433419呀4.535毁496829犬.975厚433419缘4.542畜496829芦.981始-7顺-6漫±20间叮衣Ⅰ杨020袄433478揪6.245赏497572凡.629税433478删6.251托497572传.637帝-6旅-8数±20丙赢结论：晕加密咱点的坐标差值拿满随足迫X汤、封Y帐坐标差值不大失于潜±折2cm扭要求。因此爸加密宰点的点位精度拐可靠，满足《炮新建铁路工程爸测量规范锹》要求，施工透单位做应台采用设计成果椒进行施工放样廊。表2盒中央子午妨线挽L确0仿=12训1维°涝44摸′咐0抵5葵″驴献段忽影吴食投影拿面付H辞0饿=浊40纱m谨备注授点号挤复测坐轨标返(林m)沿设计坐朴标闭(岗m)挎坐标俗差宋(号mm)梦允许限差乔划X邻Y装X盼Y蜜△芹X酬△悔Y女mm殿种售Ⅰ赞021帝433865然5.296坡499263踪.897州433865延5.300危499263凳.906衡-4牌-9趟±20县使并Ⅰ理022甘433917旱1.797坛500075肾.996震433917扔1.803疯500076元.005惊-6滑-9俩±20德吵竖Ⅰ木023省434008杨4.473黄501436测.816傻434008阿4.476艘501436耳.827画-3告-11惯±20擦锣荡Ⅰ仿024退434077严0.852沙502079随.689蔬434077徐0.853堪502079险.702消-1室-13幅±20工朗种Ⅰ寿025遭434365护7.180猜504167匙.952昨434365框7.184燥504167崇.964锣-4罚-12发±20宁抹踪Ⅰ广026蒸434381额7.978督504937巧.822聪434381贼7.982粘504937弄.834隔-4层-12排±20啦侵吗Ⅰ锣027弊434712简7.811绢505796削.623湾434712互7.818奏505796辛.633睛-7法-10迹±20结勉喉Ⅰ跟028举434815属5.277杯506062毯.126嫩434815捉5.283松506062熔.133像-6笛-7己±20庆溪驾Ⅰ蒜029道435093插6.011往505863窗.160迅435093晃6.020析505863浆.172锻-9咬-12职±20陕失耐Ⅰ导030茂435187周0.473枪506051演.119尘435187标0.483神506051煌.131恐-10给-12蕉±20株卫箭Ⅰ桐031孟435510烫5.556薪506231上.048职435510席5.564保506231偿.058妈-8武-10扶±20红签搏Ⅰ签032剪435580哀8.080蜓506358鄙.306培435580幸8.089疫506358来.314蹄-9隐-8暖±20灿涉储Ⅰ皂033匀435955秤6.556缝506834侨.628位435955蛮6.563把506834询.638普-7闸-10展±20湿围无Ⅰ旋034么436032慢5.802萍506754营.729形436032反5.810棍506754圈.734高-8英-5衬±20辟绿找Ⅰ互035南436267炕3.494昼506433堵.324优436267晨3.504雕506433普.328厅-10臭-4句±20亭浸育Ⅰ仍036追436349搏9.364猜506383贷.229蒸436349街9.375捉506383原.235握-11拾-6溪±20谷泡换Ⅰ粗037朋436720昂6.816正506223夕.646赤436720嚼6.825忙506223年.654抽-9叨-8司±20冈鞋术Ⅰ祥038冤436778萄0.477糖506273贪.045榴436778虽0.489阻506273注.053京-12慎-8等±20矮蕉结论：通过复秋测坐标与设计乐坐标的比较可绪以看出：愁GPS杜点的坐标差值宿满馋足鬼X稳、馋Y唱坐标差值不大部于冰±武2cm盛要求。因此认垮为设计单位炊GPS衡控制点的点位须精度可靠，满患足《皂新建铁路工程倒测量规范单》要求，施工付单位触应黑采用设计成果它进行施工放样嫁及加密工作。表3傻中央子午业线培L宰0村=12晕1辜°宣44激′菊0江5歼″锈月饿王迅亭电投影足面林H州0伪=倾40由m命备注叮点号取复测坐山标埋(旺m)爹设计坐责标地(努m)宁坐标抓差筛(像mm)荣允许限差杏宵X挥Y基X农Y梅△路X蚕△根Y觉mm誉酱规Ⅰ投039肃437193敏3.360叹505457腐.852瞒437193君3.358猜505457似.855池+趣2菊-3坡±20锻层秧Ⅰ选040斑437278置8.428坡505676春.826捉437278乖8.433嚼505676走.829简-5凡-3探±20竿宁比Ⅰ确041臂437272记6.596眠505296村.697踢437272驰6.596愿505296脖.697肉0没0须±20笛碑躁Ⅰ伶042买437190醉1.862希504916器.160邪437190窄1.862臂504916棚.159美0寿+早1歉±20戏恳余Ⅰ泛043聚437770蜜6.251桂505286号.394菊437770枪6.255泪505286痰.388奔-4屡+肉6闷±20升暴蒜Ⅰ赖044马437845于6.509哪505475孔.524音437845帝6.515拦505475颜.52佳0三-6南+累4蠢±20乡毁留Ⅰ叛045艳438160倾1.732刘506105帽.983炼438160学1.741纷506105伯.976盏-9勉+蜘7补±20泉没宴Ⅰ樱046旗438281帐6.036芳506449闭.100吗438281棵6.047穿506449询.092台-11枪+私8戴±20封颂抱Ⅰ沿047净438618拒1.901尿507477录.854联438618为1.913选507477根.843遗-12影+旬11晒±20楚欠猴Ⅰ剧048舟438722仓8.660叫507870深.472炎438722矿8.674点507870兰.459吐-14书+作13休±20许伏愚Ⅰ状049键439095晒4.671半508512田.218李439095咏4.68炮0斩508512界.207菌-9造+线11那±20番终挣Ⅰ掩050歉439208泛2.995容508609狂.035灿439208歼3.005社508609毯.024霉-10量+竹11梨±20驾迟帝Ⅰ尾051露439611遇7.423配508304糕.168音439611衔7.432辣508304掘.159邻-9消+旋9器±20秒莫拘Ⅰ迎052领439722值6.140枣508301福.118顺439722晕6.151卵508301监.11呼0锐-11驰+热8项±20替碧狐Ⅰ需053净440192驳4.494辆508334释.993崇440192勤4.506吵508334趁.984述-12鬼+饱9皱±20游湖球Ⅰ黑055句440674坝8.983府510386晨.515盛440674次8.989唐510386层.504受-6蔑+责11撒±20咱傍叙Ⅰ重056击440782低4.923跟510332问.052置440782侵4.930尸510332绪.039成-7住+乎13头±20幕下持Ⅰ膛057侧441167漠7.648调511819块.750颤441167攻7.655造511819猪.740处-7拣+妄10突±20喊捉结论：通过复松测坐标与设计希坐标的比较可蚊以看出：惰GPS肠点的坐标差值礼满凶足摧X跟、话Y棋坐标差值不大导于型±叨2cm体要求。因此认著为设计单位板GPS枪控制点的点位苦精度可靠，满幅足《健新建铁路工程插测量规范侍》要求，施工授单位躲应屡采用设计成果趁进行施工放样释及加密工作。表4袖中央子午滔线闹L塞0旨=12旁1商°逆44苗′傻0反5句″采谅殊多攻视坡投影表面抢H抢0绘=拐40葡m舅备注欺点号号复测坐丹标都(宽m)专设计坐勿标驼(头m)削坐标丝差葬(个mm)熊允许限差颈习X辩Y钳X馋Y总△进X玉△樱Y贪mm剑梦洪Ⅰ布058跨441289放9.005宾512382需.206直441289院9.013调512382宫.196屡-8他+后10缸±20束中厉Ⅰ茎059批441678司9.273量513039心.579舌441678愁9.280最513039舞.569龙-7昂+查10猴±20柴乞祖Ⅰ安060粗441661都7.554屿514062浙.265对441661代7.560成514062素.256郑-6多+仪9筒±20饺那嘴Ⅰ板061区442052蜂0.755究516260条.730竟442052子0.762园516260程.719樱-7索+场11甩±20默浮丙Ⅰ敏062只442150倍6.653便516230榴.060锹442150掀6.661颤516230趣.047烦-8变+需13赏±20糕望这Ⅰ民063伪442460峡6.003栽517865撤.543财442460遭6.014愧517865镰.531鲜-11防+河12膛±20炮掏伙Ⅰ省064亲442577叉3.885线518388设.101界442577肃3.897暴518388狱.091由-12羞+库10册±20矿富近Ⅰ飞065编442887疏6.022税519094乘.457律442887插6.032垂519094旋.450仔-10盏+旧7亩±20彩庆残Ⅰ澡066患443010弹0.422栏519623搅.078瑞443010酿0.433山519623规.069浩-11罚+鹰9疼±20缺截竿Ⅰ粮067忠443296此9.501描520835刑.109虏443296蓄9.517奖520835模.103棍-16杰+装6厕±20摧兰芦Ⅰ杨068鸦443342筛8.121桨521535刺.067锁443342围8.131爆521535蜡.062测-10伏+啊5葬±20习收婶Ⅰ冬069浸443689档8.670制523065灰.355惑443689想8.684炉523065拣.348最-14预+每7仔±20贸话匆Ⅰ嘴070爸443790斑1.184师523189馋.021楚443790姨1.199析523189袍.015型-15吃+圾6秃±20寻掏顺Ⅰ夹071至444137扒5.944乱524948骑.570楼444137犯5.960犬524948旱.564屿-16富+漂6赢±20权绕哪Ⅰ尊072粗444199盆6.085脊525828亡.475倚444199卵6.085得525828阅.475臂0喂0膀±20率疼双抚词结论：通过复役测坐标与设计长坐标的比较可顺以看出：带GPS波点的坐标差值献满扬足胡X惧、逗Y唐坐标差值不大铃于寿±继2cm夫要求。因此认值为设计单位鹰GPS践控制点的点位贞精度可靠，满滚足《者新建铁路工程裕测量规范扰》要求，施工侍单位艺应覆采用设计成果绪进行施工放样涨及加密工作。五、GPS复测CPⅡ坐标成果对照表表1驴中央子午风线处L者0轿=12纺1盛°不44舱′胃0段5奶″话袜转奶链夹苍投影羊面脸H四0鱼=俊40端m随备注洒点号照复测坐捡标晋(滔m)糊设计坐专标热(危m)腥坐标障差泊(疲mm)割允许限差巷去X赔Y逆X坚Y冈△兄X购△广Y精mm装暴卧Ⅱ竖001秩430955晨3.019或489438沫.843薯430955期3.024择489438浩.844垒-5克-1否±20争虫店Ⅱ丘002甘430990勤9.561列488425偶.027想430990献9.567捎488425庭.03类0剩-6苍-3得±20庭悼料Ⅱ染005躬431048湖5.69沫0旺485715拍.472扔431048杨5.688弊485715西.466考+污2捐+独6忧±20击雷资Ⅱ耀007碎431322胖4.651直484874礼.598仔431322品4.649用484874庄.593剃+滑2串+误5页±20暑渴哗Ⅱ摘008殃431413码0.783辉485180龙.955于431413息0.786抓485180速.953娘-3己+粒2趟±20辛叮材Ⅱ渔009支431487浙5.569竞485127辜.251虏431487丙5.575当485127洪.244但-6恢+闹7格±20屑晒择Ⅱ凤011柄431747仔4.869剃485340衔.745东431747顽4.874碑485340毁.748疤-5圣-3锁±20虎院帆Ⅱ份012青431827惑8.952炭485407会.041在431827超8.955维485407富.039覆-3馒+熄2测±20壳神才Ⅱ厘013治431868躬1.304摆486078诚.757天431868馋1.306弯486078常.758捡-2此-1暮±20托齐诱Ⅱ踪016永432037避4.104宿489205缎.808很432037肝4.108殃489205给.81栽0岗-4梢-2馆±20轿请窃Ⅱ座017亮432176炊7.683闯491010赶.109淘432176赛7.687脱491010社.108琴-4浩+秧1璃±20爹锁悠Ⅱ抢018蛋432259挑3.252刷491193聪.922崖432259凭3.257化491193痕.923为-5摸-1橡±20蚊必牢Ⅱ协019比432333置8.611狱491262虾.551胀432333圆8.621来491262凯.547辰-10吉+答4燥±20悟端宽Ⅱ摸020染432391吵2.055汽491147遥.489扛432391著2.06惰0营491147沈.486棉-5朴+总3失±20最是桌Ⅱ梅021揉432576很5.187吸491742蛾.846奴432576跃5.186甲491742话.841崭+庭1钉+特5假±20东酷夜Ⅱ安022正432624匙0.175万492430呈.310安432624免0.178字492430摘.301奥-3蓬+番9豆±20刚美刑Ⅱ拴023朱432660庭2.449椅492842旧.390宫432660惑2.448省492842居.385押+巡1独+磨5中±20醒痕杰Ⅱ蛇024白432832伞7.749果494580脆.300杏432832殃7.749熟494580桥.302靠0愈-2宏±20骄痛结论：通过复焦测坐标与设计重坐标的比较可裳以看出：勾CP众Ⅱ选点的坐标差值虏满澡足追X音、召Y隙坐标差值不大迁于单±拒2cm震要求。因此认蛛为设计单位援CP羞Ⅱ份控制点的点位厌精度可靠，满秩足《奶新建铁路工程蜘测量规范欢》要求，施工猫单位矩应坐采用设计成果知进行施工放样粥及加密工作。表2矿中央子午气线亦L币0黑=12耕1供°序44祥′桐0擦5疑″毛扛却惠喜妙乡投影崇面震H呢0摧=协40浩m肢备注模点号土复测坐岂标骄(蠢m)狭设计坐妙标遇(倘m)露坐标持差禁(饶mm)鬼允许限差斧瑞X占Y抬X社Y凳△爸X胜△居Y根mm肺钉执Ⅱ唐025牺432892元8.956睬495184瞒.038盏432892飞8.958井495184喇.042液-2倘-4椅±20铁详廊Ⅱ抱026盘432931削0.747序495532芳.788妄432931龄0.747摩495532题.786缘0箱+渠2拴±20种塔蹄Ⅱ选027便433198帜4.346弃496391突.613绘433198滔4.348详496391臂.614驼-2晚-1鸣±20宁著祝Ⅱ柿028违433277引3.389午496276士.105乒433277酬3.386帐496276忠.107节+厉3羞-2汇±20朽际巩Ⅱ尺029裁433330剃4.107询496403搏.347椅433330出4.110亲496403荒.347嘉-3麻0智±20嫂缓番Ⅱ伪030阿433947盆1.172誉500636忆.501牲433947求1.169记500636南.498下+缺3览+助3坏±20利罗楚Ⅱ相031炎434126驳5.123茎502290道.494芒434126钱5.124系502290壶.490蛋-1亚+咱4压±20软吼付Ⅱ狠032死434170抖5.682石503137喝.760遥434170竹5.685东503137筐.757案-3宗+呆3雹±20纽荣彻Ⅱ坚033挣434111睡0.530续503145恒.204将434111鞭0.532冰503145溜.198蚁-2界+颂6个±20披香作Ⅱ雕034抢434273丢4.775幼503689翼.049雁434273涌4.782建503689进.048套-7展+谜1帖±20铜亮僻Ⅱ蛇035娱434325攻8.837塞504134伶.520抬434325赠8.834啄504134伯.521徒+辰3毙-1逆±20治培惭Ⅱ帽036赚434293鞠8.561用503492笼.154吊434293吹8.553由503492喊.156矛+励8兆-2丽±20屡揪牵Ⅱ恰037稼434429读8.504涂505120晴.947畅434429做8.505馋505120庭.953嘱-1闷-6锤±20止川域Ⅱ设038上434519暂8.478征505241瞧.065警434519裂8.481余505241雾.064甘-3庆+蜂1袍±20蓝槐云Ⅱ件039伍434581聋7.906概505579然.481川434581荒7.910懂505579甩.485翁-4浅-4腰±20列绿余Ⅱ遵040怠434645腹6.285爬505765训.533幕434645苏6.291绢505765件.536葛-6喇-3梦±20欲菌恨Ⅱ散041袜434890宵6.581肃506064辣.315跳434890闭6.583集506064乖.317怠-2棋-2摧±20也汇贪Ⅱ惊042尿434999凑9.989发506102赌.371讯434999泛9.990植506102惊.373最-1下-2恼±20咱划结论：通过复愁测坐标与设计嘉坐标的比较可框以看出：别CP窄Ⅱ蝇点的坐标差值享满未足陷X良、泳Y遍坐标差值不大抽于紧±陡2cm粒要求。因此认闻为设计单位躲CP兄Ⅱ神控制点的点位红精度可靠，满把足《淘新建铁路工程漂测量规范参》要求，施工抽单位灶应隐采用设计成果功进行施工放样仓及加密工作。表3侨中央子午宇线机L仰0映=12并1如°秆44搭′花0悠5谎″逆罩疲筒栗破顺投影蛙面惧H拐0京=畜40衬m才备注凯点号昆复测坐庄标悦(岩m)朽设计坐末标事(游m)鞭坐标羽差重(赴mm)寇允许限差饥猪X帐Y桌X流Y津△暑X级△资Y贯mm钟雪崭Ⅱ找043乱434935袜3.263纪505675饼.119深434935趣3.268匠505675春.118腐-5柳+泼1铸±20恰冻途Ⅱ砌044耗435247痒2.230挪505891征.122淡435247由2.237洞505891撇.123洽-7恶-1殃±20盒菌声Ⅱ休045扫435348尖8.834刻505871站.038鼻435348盟8.841私505871沉.033旷-7颜+规5遇±20裕利魂Ⅱ轨046尸435435龙4.338雀506298貌.130渡435435赚4.340值506298位.131愿-2欧-1避±20剧铲这Ⅱ凯047累435684雕5.902现506508假.441满435684堵5.899窑506508示.440挑+叔3百+忍1压±20母京扔Ⅱ槽048拌435775授1.060唱506772备.307阀435775克1.060驱506772超.307楚0云0品±20总痰倒Ⅱ撕049罢435866膛8.498生506735糟.085腔435866吉8.500昂506735创.084久-2耻+住1兵±20借俗协Ⅱ虚050亩436110劈6.427繁506644栗.195微436110毛6.433渗506644寸.188污-6山+题7储±20盟泄把Ⅱ桥051怜436204就5.880逆506521兆.343榆436204权5.883捎506521增.341急-3斧+懂2拼±20浩钳岂Ⅱ彻052叛436421馆7.111呜506350狡.609脑436421国7.110北506350搬.606盯+晕1全+滨3傅±20贤牛限Ⅱ罚053细436499杂0.687洞506186欢.519季436499唉0.684苦506186让.514星+女3盆+节5怠±20用郑赔Ⅱ嗽054轮436578生0.176赠506192右.893孙436578欠0.175他506192结.892微+僚1葵+箭1逮±20件注踢Ⅱ咳055湾436659咽3.666龙506210鞋.102迁436659芒3.663颗506210炉.103述3乔-1棚±20赶燃团Ⅱ爪056宝436847败4.835灰506190彻.717玉436847尚4.836更506190老.714畜-1绣+城3响±20曲武住Ⅱ屋057孩436942哥5.421透506114吸.754搬436942四5.424稼506114招.751访-3谈3火±20铜阀欺Ⅱ什058添437078矮7.658宜505903澡.395粮437078卧7.661哨505903顷.396欧-3典-1晓±20妙陷巷Ⅱ浆059侍437157体2.793遍505880东.296刃437157收2.796浊505880煎.298新-3狭-2禾±20附个掏Ⅱ骡060迅437453沸7.852酷505060雹.668粒437453量7.851百505060向.668询+蝇1连0横±20赌录结论：通过复先测坐标与设计励坐标的比较可瓜以看出：辣CP浪Ⅱ做点的坐标差值玻满沫足增X析、酷Y炉坐标差值不大夏于岗±嫁2cm生要求。因此认扶为设计单位穗CP很Ⅱ挨控制点的点位奸精度可靠，满准足《堆新建铁路工程波测量规范姿》要求，施工狡单位萍应昼采用设计成果钩进行施工放样秀及加密工作。表4纱中央子午鸦线互L溉0粪=12恳1芹°旧44剃′锐0性5宏″爆期坡卵刷最府投影稿面泄H系0瓜=甘40嘱m史备注召点号拔复测坐索标搞(赞m)候设计坐董标哈(指m)掉坐标端差韵(春mm)播允许限差摊喊X澡Y阅X川Y泻△旬X陈△吓Y登mm炎哪凡Ⅱ己061托437524逐4.539拿505147见.625拆437524潜4.535建505147絮.624慌+漏4矮+踩1穷±20扮慕磨Ⅱ弱062府437609致9.616答505231序.694搞437609瓦9.616柳505231服.696夺0娘-2懂±20屑忌羊Ⅱ山063蠢437688经8.655保505452州.050谷437688盲8.658呼505452遵.052务-3春-2蓝±20早锣共Ⅱ基064哑437912许4.630端505979幸.079俯437912短4.633谊505979猛.075绕-3烧+余4合±20港惧置Ⅱ烦065涂437975敲6.597甚505581浴.142切437975证6.602莫505581名.139料-5内+脂3充±20爬辅圈Ⅱ争066乱438064苗9.402竿505765咳.346布438064态9.407堆505765货.345眯-5拿+苦1杠±20惕铜夺Ⅱ务067控438361坑4.351牲506689鼻.816继438361日4.350优506689哥.815梁+层1交+没1桥±20退架念Ⅱ宋068慌438451鞋0.710向506935热.439沫438451贪0.709况506935鹊.439渔+薄1膝0沾±20骡种误Ⅱ粪069稼438554垃7.408吵506941菠.693被438554抗7.411冤506941浴.692抱-3党+异1惑±20孙升迁Ⅱ冬070预438798呈0.465位507791幅.937诱438798绕0.467冶507791惰.935古-2玉+找2辣±20徒酷昌Ⅱ宿071控438902清1.008栗508006伸.247灰438902党1.004忘508006杯.249静+羊4窗-2兴±20锅愚电Ⅱ左072算439006翅9.065坐508338向.781判439006太9.067董508338竭.784巩-2波-3齐±20千父停Ⅱ唤073富439318捉5.385斤508558域.775富439318独5.391政508558匪.773穴-6疤+刺2旦±20涉畏烟Ⅱ晚074西439452嚷2.943奇508282军.714速439452爽2.948腹508282付.714柏-5宿0响±20耍坡嘱Ⅱ池075厚439534捧0.471邻508651榆.939场439534轮0.480捏508651区.936瓦-9炭+夫3队±20僚忘级Ⅱ胜076映439804丙4.640充508277熄.173治439804遣4.639顷508277依.171惨+藏1根+辈2隐±20昂因告Ⅱ兰077窝439870义2.712裂508554值.921局439870型2.715慰508554叔.917骄-3拥+休4走±20炼针采Ⅱ仰078沸439961省0.651吼508637骤.154带439961惹0.655四508637坐.153将-4紧+灿1杯±20挡年结论：通过复条测坐标与设计烂坐标的比较可损以看出：耗CP供Ⅱ才点的坐标差值辽满撤足没X直、沿Y逗坐标差值不大栋于有±火2cm告要求。因此认抹为设计单位扰CP核Ⅱ旨控制点的点位衰精度可靠，满秋足《逗新建铁路工程谁测量规范摘》要求，施工誓单位劳应需采用设计成果难进行施工放样筒及加密工作。表5送中央子午记线魄L个0善=12采1止°亡44存′艳0袍5傍″惹衡袖笛吹值霜投影炊面哈H婆0首=尸40睁m猜备注短点号丛复测坐软标觉(芽m)竖设计坐咱标坟(丑m)裁坐标盐差培(盐mm)涝允许限差因富X杰Y菠X课Y肌△纹X枪△评Y锐mm线腿俩Ⅱ骄079梦440028垃4.770衬508407失.921祸440028坑4.778婚508407顿.917占-8健+粱4铁±20随印转Ⅱ评080耕440105置9.594采508720盯.518糟440105求9.589求508720弱.516址+挺5蚀+怠2遥±20麻绞洽Ⅱ愿081乓440345其6.435咬510013惹.268到440345妥6.436户510013女.271昏-1绿-3珍±20丙遣怒Ⅱ办082呈440386撞8.370碗509108鲜.189召440386坦8.376析509108烫.187夫-6默+鼓2巾±20阳奇督Ⅱ叮083四440479缴9.643姐509513介.261埋440479列9.643乘509513秧.265扯0块-4招±20强仰豆Ⅱ劫084宽440574采7.065盏509576域.481黑440574烘7.071坝509576勾.484甚-6陵-3释±20谎卖良Ⅱ胳085默440860艇7.189视510649姿.572霜440860故7.190亚510649弓.573粒-1佩-1胸±20担硬用Ⅱ海086司440956等1.805菌511779厨.784斩440956逐1.813弯511779亮.787抖-8宫-3裹±20睬现逮Ⅱ柴087擦441073傍3.629睬511947拢.732虎441073炎3.631锐511947垃.734椅-2亦-2牧±20浊刃许Ⅱ察088刻441395罚0.670容513199吉.766铜441395献0.671漏513199潮.765虚-1阿+蹲1要±20灵加差Ⅱ蛾089使441469诞2.107垒513250孟.558亏441469粉2.109萄513250植.559春-2钢-1际±20大堡把Ⅱ急090拘441533壶9.320认513614红.876惯441533洒9.324粮513614旗.877唉-4缘-1父±20债解饥Ⅱ蛾091裹441755支4.562未514806何.701延441755蕉4.560桨514806奖.702咳+版2倒-1艰±20芽艘注Ⅱ侄092贵441891降9.389脸515450亦.154用441891达9.392镰515450艇.158帖-3峡-4虹±20舒肢晌Ⅱ蛇093础441994福8.874威515754冠.567液441994例8.876言515754挪.570烫-2予-3萌±20焰者蔽Ⅱ都094帝442207累6.145鼠516705迅.182划442207候6.146侧516705袭.180逮-1永+膏2希±20常检掉Ⅱ耐095搂442272箩9.601犁516808犯.066推442272割9.601见516808摔.068抢0磨-2好±20施皂按Ⅱ袖096归442367邮9.547散517144片.239拿442367踪9.548激517144释.240吨-1纪-1折±20殖摄结论：通过复紫测坐标与设计汇坐标的比较可甘以看出：脚CP著Ⅱ窄点的坐标差值宇满楼足调X纯、累Y庆坐标差值不大慢于剖±冤2cm休要求。因此认氧为设计单位五CP咬Ⅱ妇控制点的点位趴精度可靠，满丑足《替新建铁路工程钓测量规范赠》要求，施工筐单位淡应蚁采用设计成果住进行施工放样烂及加密工作。表6想中央子午品线胖L犬0鸡=12或1先°点44顷′惊0绑5置″煮驰掀尿说周材投影粒面期H受0意=射40胖m育备注快点号诊复测坐串标巩(央m)萄设计坐般标希(宵m)乳坐标劫差西(禁mm)膊允许限差泳费X胶Y泡X航Y仔△厘X汁△驳Y漏mm往荒樱Ⅱ晌097骂442691冠5.489学518374召.871佩442691帝5.494因518374带.869返-5土+即2无±20漏票池Ⅱ曲098考442726俱8.389却518884叼.092隆442726馒8.386务518884废.090育+摇3糕+鸡2激±20米崖救Ⅱ龄099叮442816傲9.992渗519143坛.905悬442816做9.995蚁519143千.906低-3灶-1苗±20河撑养Ⅱ哭100泄443060巩9.368每520158抽.489欲443060将9.366厨520158闻.489门+由2绕0托±20功