1、Mail: Site: Time:2010-12-12 18:21編制：陳超復(fù)核：日期：2022/1/16曲曲 線線 要要 素素 表表已知數(shù)據(jù)曲線元素曲線主點及坐標方位角前交點X坐標3369502.1070L2036.1199里程樁號X坐標Y坐標切線方位角前交點Y坐標461643.1970E129.8998136本交點X坐標3367512.3110T11041.2682ZH15+738.0823368431.0486462214.50811515527.07本交點Y坐標462704.5700T21041.2682后交點X坐標3366502.7730P10.304756218YH15+898.0

2、823368290.4576462290.88201503652.44后交點Y坐標464370.7430P20.304756218交點樁號JD16779.350Q179.998607QZ16+756.1423367601.6163462798.9020136344.57曲線半徑R3500Q279.998607緩和曲線Ls1160o11.309617817YH17+614.2023367056.6748463458.92111223116.69緩和曲線Ls2160o21.309617817轉(zhuǎn)角角度-30.4245az 304244.70HZ17+774.2023366972.7243463595

3、.12361211242.36ZH方位角1515527.07ZH方位角1515527.07Mail: Site: Time:2010-12-12 18:21單線直(曲)線圓端形橋墩支承墊石坐標計算az單位名稱：中鐵八局集團有限公司遂渝鐵路二線工程指揮部第一項目經(jīng)理部工程名稱：祠堂灣左線大橋（1#墩）儀器型號LeiCa TC402天氣/溫度/18增加寬度0墩臺樁號ZDK17+522.870偏距E0.02A寬度1.2工作線中心X3367106.758工作線中心Y463382.5491B寬度0.5左方位角340059.12右方位角2140059.12C寬度0.9坐坐 標標 計計 算算 表表樁位描述坐

4、標X(m)坐標Y(m)樁位描述坐標X(m)坐標Y(m)13367107.664463384.246193367106.344463382.269423367106.669463383.5748103367105.349463381.598133367108.167463383.5001113367106.847463381.523443367107.173463382.8288123367105.853463380.852153367108.671463382.75413367106.255463383.295163367107.676463382.08283367107.262463381.

5、803173367105.84463383.0154橋梁工作線中心3367106.758463382.549183367104.846463382.3441線路中心線中心3367106.775463382.5603計計 算算 示示 意意 圖圖計算： 陳超復(fù)核：監(jiān)理：參考：時速200公里客貨共線鐵路預(yù)制后張法簡支T梁(L=32+32m曲線墩頂帽及托盤構(gòu)造圖)圖號：遂渝初橋參02-12平 面871112右2156左橋梁工作線曲線內(nèi)側(cè)曲線外側(cè)墩中心線34109OMail: Site: Time:2010-12-12 18:21單線直(曲)線圓端形橋墩支座中心坐標計算az單位名稱：中鐵八局集團有限公司

6、遂渝鐵路二線工程指揮部第一項目經(jīng)理部工程名稱：祠堂灣左線大橋（1#墩）儀器型號LeiCa TC402偏角0.321日 期2010/12/12墩臺樁號17+522.870偏距0.02梁縫0.06中心坐標X3367106.758中心坐標Y463382.5491A寬度1.1切線方位角124059.12弧度2.16449489B寬度0.3坐坐 標標 計計 算算 表表1#墊石坐標坐標X(m)坐標Y(m)2#墊石坐標坐標X(m)坐標Y(m)13367107.87463382.871313367106.052463381.63223367107.701463383.119223367105.88346338

7、1.879933367107.67463383.164533367105.847463381.933743367107.64463383.210143367105.81463381.987953367107.473463383.459553367105.644463382.2373計計 算算 示示 意意 圖圖計算： 陳超復(fù)核：監(jiān)理：參考：時速200公里客貨共線鐵路預(yù)制后張法簡支T梁(L=32+32m曲線墩頂帽及托盤構(gòu)造圖)圖號：遂渝初橋參02-12平 面5橋梁工作線曲線內(nèi)側(cè)曲線外側(cè)墩中心線43215432121線路中心線梁端線墊石中心線梁端線Mail: Site: Time:2010-12-1

8、2 18:21墊石坐標成圖數(shù)值支座坐標成圖數(shù)值463384.2461,3367107.664463382.8713,3367107.8701463383.5748,3367106.6694463383.1192,3367107.7011463383.5001,3367108.1675463383.1645,3367107.6702463382.8288,3367107.1728463383.2101,3367107.6397463382.7541,3367108.671463383.4595,3367107.473463382.0828,3367107.6763463381.632,3367106.0523463383.0154,3367105.8405463381.8799,3367105.8833463382.3441,3367104.8458463381.9337,3367105.8466463382.2694,3367106.344463381.9879,3367105.8104463381.5981,3367105.3493463382.2373,3367105.6438463381