2024軌道交通工程自動化監(jiān)測數(shù)據(jù)技術規(guī)范

軌道交通工程自動化監(jiān)測數(shù)據(jù)技術規(guī)范II目次前言 III引言 IV1范圍 12規(guī)性用件 13術和義 14基要求 25監(jiān)類據(jù) 35.1本求 35.2測型類 35.3碼則 35.4測據(jù)構 56報類據(jù) 77數(shù)存、輸交換 77.1據(jù)儲 77.2據(jù)輸 87.3據(jù)換 8附錄A（范）測型編碼 9附錄B（范）備型編碼 11附錄C（范）類編碼 12附錄D（范）測編碼 16附錄E（料）據(jù)構示例 17附錄F（料）校和C語代示例 21附錄G（料）據(jù)表示例 22附錄H（料）據(jù)存儲段格式 26附錄I（范）測據(jù)返操（GetMonitorData）請參及明 27附錄J（范）測據(jù)返操（GetMonitorData）響內及明 28參考獻 2911軌道交通工程自動化監(jiān)測數(shù)據(jù)技術規(guī)范范圍本文件適用于新建、既有運營的軌道交通工程自動化監(jiān)測數(shù)據(jù)的分類編碼、共享與交換。GB50911城市軌道交通工程監(jiān)測技術規(guī)范TB10314鄰近鐵路營業(yè)線施工安全監(jiān)測技術規(guī)程3.1軌道交通railtransit（）3.2自動化監(jiān)測automaticmonitoring[來源：TB103142.0.9]3.3監(jiān)測類型monitoringtype構3.4位移監(jiān)測displacementmonitoring通過儀器或者傳感器對基礎設施有代表性的點位的位置變化量進行監(jiān)測。3.5應力監(jiān)測stressmonitoring通過儀器或者傳感器對基礎設施具有代表性的點位的應力變化量進行監(jiān)測。223.6振動監(jiān)測vibrationmonitoring通過儀器或者傳感器對基礎設施具有代表性的點位的振動頻率與振動幅度進行監(jiān)測。3.7水監(jiān)測watermonitoring通過儀器或者傳感器對水位、水壓力進行監(jiān)測。3.8環(huán)境監(jiān)測environmentalmonitoring3.9監(jiān)測點monitoringpointsGB509112.1.14]3.10陣列式位移計arraydisplacementmonitoring陣列式位移計是一套由剛性傳感節(jié)段與非傳感節(jié)段通過柔性關節(jié)采用陣列式方式串聯(lián)而成的集成系統(tǒng)。3.11數(shù)據(jù)結構datastructure3.12數(shù)據(jù)傳輸datatransmission2433A。312A4～63～4144XXX 設備類型設備廠商編碼圖1監(jiān)測設備編碼3CGB50911TB103146365.3.3.133XXXXXXXXX深度信息編碼孔號編碼25.3.3.1423XXXXXXXXX序號編碼里程信息編碼點類型編碼圖3賦有里程信息的點編碼551～4UTF-8“EndHeader45GCMC:XXXX工程GCDD:XXXX地點SCDW:XXXX施測單位LXBM:WSWSBBM:XXXX-TPS-TS60-886993SJTS:7PLSM:CDBM,CLSJ,SJWS,YJDJ,X,Y,Z,CBEndHeader

工程名稱工程地點施測單位類型編碼設備編碼數(shù)據(jù)排列規(guī)則結束符圖4數(shù)據(jù)頭組成66PLSM:CDBM,CLSJ,SJWS,YJDJ,X,Y,Z,CB檢校和監(jiān)測量預警等級數(shù)據(jù)維數(shù)測量時間測點編碼圖5數(shù)據(jù)排列規(guī)則205.3.1、5.3.2XYZ表1數(shù)據(jù)內容編排規(guī)則數(shù)據(jù)內容編排規(guī)則一維加速度，一維角速度ACC,DCC二維加速度，二維角速度ACC,ACC,DCC,DCC三維加速度，三維角速度ACC,ACC,ACC,DCC,DCC,DCC2表2字段標識符字段名稱標識符內容要求工程名稱GCMC項目合同中的規(guī)范名稱工程地點GCDD包含項目所在省、市信息施測單位SCDW法定單位名稱監(jiān)測類型編碼LXBM按照本文5.1編碼規(guī)則編碼77監(jiān)測設備編碼SBBM按照本文5.2編碼規(guī)則編碼數(shù)據(jù)條目數(shù)SJTS阿拉伯數(shù)字表示數(shù)據(jù)排列說明PLSM成，采用英文逗號分隔監(jiān)測點編碼CDBM按照本文5.3編碼規(guī)則編碼測量時間CLSJ格式采用“yyyy-MM-ddHH:mm:ss.sss”數(shù)據(jù)維數(shù)SJWS阿拉伯數(shù)字表示預警等級YJDJ1位阿拉伯數(shù)字表示檢校和SJJJ按照本文附錄J生成檢校碼5.3“yyyy-MM-ddHH:mm:ss.sss00010FG。88實施數(shù)據(jù)容災備份和存儲介質安全管理，定期開展數(shù)據(jù)恢復測試。。8a）有線通信傳輸，包括RS232、RS485、光纖、雙絞線、公用電話網等；b）無線通信傳輸，包括4G\5G、Wifi、微波、衛(wèi)星、Lora等；c）綜合應用有線、無線通信傳輸方式進行數(shù)據(jù)通信。5響應的規(guī)定見附錄I～J。99附錄A（）監(jiān)測類型的分類及其編碼見表A.1。表A.1監(jiān)測類型編碼監(jiān)測類型一級分類名稱編碼監(jiān)測類型二級分類名稱編碼監(jiān)測類型編碼位移監(jiān)測W水平位移SPWSP豎向位移SXWSX三維位移SWWSW深層水平位移SHWSH深層豎向位移SVWSV傾斜QXWQX凈空收斂SLWSL裂縫LFWLF擾度RDWRD應力監(jiān)測Y巖土壓力YYYYY錨桿土釘拉力LLYLL結構應力JGYJG軸力ZLYZL振動監(jiān)測Z爆破振動BPZBP水監(jiān)測S水壓力監(jiān)測YLSYL水位監(jiān)測SWSSW環(huán)境監(jiān)測H氣溫監(jiān)測QWHQW氣壓監(jiān)測QYHQY濕度監(jiān)測SDHSD雨量監(jiān)測YLHYL1010監(jiān)測類型一級分類名稱編碼監(jiān)測類型二級分類名稱編碼監(jiān)測類型編碼風速監(jiān)測FSHFS其他監(jiān)測Q其他監(jiān)測QTQQT1111附錄B（）監(jiān)測的設備類型編碼見表B.1。表B.1設備類型編碼監(jiān)測設備編碼全站儀TPS衛(wèi)星定位接收機GNSS陣列式位移計SAA微機電傳感器MEMS慣性導航儀INS靜力水準儀JSZ分層沉降計FCJ傾角計QJJ測距儀CJY爆破振動儀BPZ氣壓計QYJ空隙水壓計KXS土壓力計TYL滲壓計SYJ應力計YLJ軸力計ZLJ鋼筋計GJJ溫度計WDJ濕度計SDJ雨量計RFJ風速計FSJ注：不在附錄B規(guī)定范圍內的設備類型，可采用標志性簡稱的三位大寫英文字母或漢字拼音首字母標識。1212附錄C（規(guī)范性）點類型編碼點類型編碼見表C.1。表C.1監(jiān)測點類型編碼一級分類名稱二級分類名稱點類型編碼基準點JZD工作基點GJD監(jiān)測點支護樁（墻）、邊坡頂部水平位移ZQS支護樁（墻）體水平位移ZQT立柱結構水平位移LZS路基水平位移LJS橋墩水平位移QDS框架橋、涵洞水平位移KQS軌道水平位移GDS擋墻墻頂水平位移DQS站臺水平位移ZTS站臺雨棚柱水平位移ZYS管片結構水平位移GGS土體深層水平位移TST建（構）筑物、隧道結構水平位移JGS地下管線水平位移GXS支護樁（墻）、邊坡頂部豎向位移ZQC立柱結構豎向位移LZC框架橋、涵洞豎向位移KQC1313一級分類名稱二級分類名稱點類型編碼接觸網支柱豎向位移JZC箱涵豎向位移XHC站房豎向位移ZFC站臺豎向位移ZTC雨棚柱豎向位移YZC橋涵過渡段差異豎向位移QHC地道豎向位移DDC監(jiān)測點天橋豎向位移TQC管片結構豎向位移GGC初期支護結構地板豎向位移DBS初期支護結構凈空收斂、隧道拱腳豎向位移JKJ中柱結構豎向位移、傾斜ZZC土體分層豎向位移TCC建（構）筑物、橋梁墩臺、擋墻豎向位移JGC隧道結構豎向位移、軌道結構（道床）豎向位移SGC地下管線豎向位移GXC路面豎向位移LMC路基豎向位移LJC支護樁（墻）結構應力ZQL立柱結構應力LZL支撐軸力ZCL頂板應力DBL1414一級分類名稱二級分類名稱點類型編碼錨桿拉力MGL土釘拉力TDL管片結構應力、管片連接螺栓應力GGL中柱結構應力ZNL初期支護結構、二次襯砌應力ZHL支護樁（墻）側向土壓力、管片圍巖壓力、圍巖壓力WTL橋梁梁板應力LBL孔隙水壓力KSL接觸網支柱傾斜JZQ墩臺傾斜DTQ站房傾斜ZFQ雨棚柱傾斜YZQ監(jiān)測點橋梁墩柱傾斜、擋墻傾斜QGQ建（構）筑物傾斜JGQ建（構）筑物裂縫JGF橋梁裂縫QGF隧道、軌道結構裂縫SGF豎井井壁支護結構凈空收斂SJJ管片結構凈空收斂GGJ箱涵錯臺XHT初期支護結構拱頂沉降GDC1515一級分類名稱二級分類名稱點類型編碼地表沉降DBC建（構）筑物、地下管線、橋梁墩臺差異沉降JGY隧道結構變形縫差異沉降JGK軌道靜態(tài)幾何形位（軌距、軌向、高低、水平）GDX坑底隆起（回彈）KDC擾度WRD氣溫HQW氣壓HQY濕度HSD雨量HYL風速HFS地下水位DSW爆破振動BPZ注:不在附錄C規(guī)定范圍內的點類型可采用標志性簡稱的三位拼音首字母大寫表示。1616附錄D（規(guī)范性）監(jiān)測量編碼監(jiān)測量分類及其編碼見表D.1。表D.1監(jiān)測量分類與編碼數(shù)據(jù)類型編碼單位北坐標Xm東坐標Ym高程Zm水平角HArad垂直角VArad傾角IAs距離DISm速度Vm/s測回數(shù)SETS無加速度ACCm/s2角速度DCCdeg/s頻率FEQHZ振動ZDHZ應力YLkPa壓力PSkPa軸力ZLkN索力SLkN拉力LLkN溫度T℃氣壓Pmbar濕度H無裂縫LFmm撓度NDmm應變YB無水位SWmm雨量RFmm/h1717附錄E（）全站儀、GNSS、慣性導航儀及陣列式位移計的數(shù)據(jù)結構具體示例見E.1～E.4。GCMC:XXXX工程GCDD:XXXX地點SCDW:XXXX施測單位LXBM:WSWSBBM:XXXX-TPS-TS60-886993SJTS:7PLSM:CDBM,CLSJ,SJWS,YJDJ,X,Y,Z,CBEndHeaderQDS000001,2023-05-0610:05:09.000,3,0,1068.2385,20110.5541,0.0113,11QDS000002,2023-05-0610:05:29.000,3,0,1063.6514,20102.8245,0.4904,6FQDS000003,2023-05-0610:05:49.000,3,0,1965.3012,19945.2786,0.0352,7CQDS000004,2023-05-0610:06:09.000,3,0,1961.3368,19944.3675,0.1897,54QDS000005,2023-05-0610:06:29.000,3,0,1042.1805,20063.6980,3.0347,BAQDS000006,2023-05-0610:06:49.000,3,0,1042.1749,20063.6979,2.0570,39QDS000007,2023-05-0610:07:09.000,3,0,1054.4566,20060.7198,2.0993,B41818GNSSGCMC:XXXX工程GCDD:XXXX地點SCDW:XXXX施測單位LXBM:WSWSBBM:CRDC-GNSS-CRC01-369454SJTS:7PLSM:CDBM,CLSJ,SJWS,YJDJ,X,Y,Z,CBEndHeaderLJS000001,2023-05-0610:05:09.000,3,0,3065.2365,20110.6511,10.0123,11LJS000001,2023-05-0610:05:29.000,3,0,3065.2373,20110.6501,10.0161,6FLJS000001,2023-05-0610:05:49.000,3,0,3065.2361,20110.6491,10.0138,7CLJS000001,2023-05-0610:06:09.000,3,0,3065.2349,20110.6527,10.0149,54LJS000001,2023-05-0610:06:29.000,3,0,3065.2337,20110.6551,10.0172,BALJS000001,2023-05-0610:06:49.000,3,0,3065.2355,20110.6489,10.0165,39LJS000001,2023-05-0610:07:09.000,3,0,3065.2343,20110.6522,10.0163,B41919GCMC:XXXX工程GCDD:XXXX地點SCDW:XXXX施測單位LXBM:WSWSBBM:CRDC-INS-ANS200-339232SJTS:7PLSM:CDBM,CLSJ,SJWS,YJDJ,DCC,DCC,DCC,ACC,ACC,ACC,CBEndHeaderGDS000001,2023-05-0610:05:09.000,6,00,-0.00072055,-0.00331081,0.00082060,-0.00120118,0.05620589,9.78596401215,ADGDS000001,2023-05-0610:05:09.005,6,00,-0.00121970,-0.00355933,0.00061531,0.00219011,0.05932699,9.78769493103,34GDS000001,2023-05-0610:05:09.010,6,00,-0.00099501,-0.00448914,0.00031990,-0.00138190,0.05828802,9.78709888458,DCGDS000001,2023-05-0610:05:09.015,6,00,-0.00098621,-0.00378574,0.00021303,0.00079089,0.05969618,9.78658008575,ACGDS000001,2023-05-0610:05:09.020,6,00,-0.00058595,-0.00345821,0.00036321,0.00338102,0.06031598,9.78808879852,B5GDS000001,2023-05-0610:05:09.024,6,00,-0.00000585,-0.00375991,0.00093057,-0.00341720,0.05935047,9.78747177124,4CGDS000001,2023-05-0610:05:09.030,6,00,-0.00029195,-0.00433942,0.00153219,-0.00049092,0.05930603,9.78779602051,6F2020GCMC:XXXX工程GCDD:XXXX地點SCDW:XXXX施測單位LXBM:WSWSBBM:XXXX-ZLWYJ-ZL01-36923SJTS:7PLSM:CDBM,CLSJ,SJWS,YJDJ,X,Y,Z,CBEndHeaderTST001001,2023-05-0601:00:00.000,3,0,1000.4305,2000.2511,0.0312,11TST001002,2023-05-0601:00:00.000,3,0,1000.4303,2000.2501,0.0316,6FTST001003,2023-05-0601:00:00.000,3,0,1000.4301,2000.2491,0.0313,7CTST001004,2023-05-0601:00:00.000,3,0,1000.4299,2000.2527,0.0314,54TST001005,2023-05-0601:00:00.000,3,0,1000.4317,2000.2521,0.0317,BATST001006,2023-05-0601:00:00.000,3,0,1000.4311,2000.2499,0.0316,39TST001007,2023-05-0601:00:00.000,3,0,1000.4313,2000.2522,0.0316,B42121附錄F（資料性）檢校和C語言代碼示例C語言版的檢校和生成具體示例見F.1。F.1檢校和C語言代碼示例charchecksum(unsignedchar*buf,intlen){inti=0;intsum=0;for(i=0;i<len;i++){sum+=buf[i];}if(sum>0xff) {sum=~sum;sum+=1;}return(sum&0xff);}2222附錄G（資料性）數(shù)據(jù)報表示例G.1:表G.1水平位移、豎向位移監(jiān)測報表監(jiān)測程稱報表號天氣：本次監(jiān)測時間：年月日時上次監(jiān)測時間：年月日時儀器型號：儀器出廠編號：檢定日期:監(jiān)測點號初始值（mm）變化量（mm）變化量（mm）本次變化量（mm）變化速率（mm/d）控制值預警等級備注累計（mm）變化速率值（mm/d）施工工況：監(jiān)測結論及建議：監(jiān)測項目負責人：監(jiān)測單位：2323G.2:表G.2 深水位測監(jiān)報表監(jiān)測程稱報表號本次監(jiān)測時間：年月日時上次監(jiān)測時間：年月日時儀器型號：儀器出廠編號：檢定日期:監(jiān)測孔號（m上次累計變化量（mm本次累計變化量（mm化量（mm）變化速率（mm/d）控制值監(jiān)測深度-位移變化量曲線圖累計變化量（mm）變化速率值（mm/d）施工工況：監(jiān)測結論及建議：監(jiān)測項目負責人：監(jiān)測單位：2424）G.3:表G.3軸力（拉力）監(jiān)測報表監(jiān)測程稱報表號本次監(jiān)測時間：年月日時上次監(jiān)測時間：年月日時儀器型號：儀器出廠編號：檢定日期:監(jiān)測點號初始值（kN）上次測值（kN）本次測值（kN）本次（kN）變化速率(kN/d)控制值預警等級備注最大值（kN）最小值（kN）施工工況：監(jiān)測結論及建議：監(jiān)測項目負責人：監(jiān)測單位：2525G.4:表G.4應力、壓力監(jiān)測報表監(jiān)測程稱報表號儀器型號：儀器出廠編號：檢定日期:儀器型號：儀器出廠編號：檢定日期:初始值（kPa）上次測值（kPa）本次測值（kPa）本次變化值（kPa）變化速率控制值預警等級備注施工工況：監(jiān)測結論及建議：監(jiān)測項目負責人：監(jiān)測單位：2626附錄H（資料性）數(shù)據(jù)庫存儲字段及格式數(shù)據(jù)庫存儲字段及格式的具體示例見表H.1。表H.1數(shù)據(jù)庫存儲字段及格式類型數(shù)據(jù)字段名稱存儲類型文本類項目名稱prj_namevarchar工程地點prj_locationvarchar設備名稱device_namevarchar測點名稱point_namevarchar監(jiān)測類型monitor_typevarchar數(shù)值類北坐標data_xdecim