牽引管樣張資料

1、表1定向鉆控向記錄工程名稱：富士克雨污水管道工程井位區(qū)段：FSKY1#FSK5#鉆進(jìn)長度：339m查收長度：325m出土角度：-13鉆桿直徑、長度：73*3m開鉆時間：2013.03.20停鉆時間：2013.03.22入土角度：+9天氣：晴水平距離（m）36912151821242730333639424548515457606366探測深度（m）0.470.951.431.92.372.852.872.832.862.832.822.862.882.832.852.832.862.852.852.872.892.83平面偏移（cm）井位-3+3+5-1+3井位+3+5+3-2水平距離（m）6

2、972757881848790939699102105108111114117120123126129132探測深度（m）2.852.872.842.852.892.842.902.872.872.892.832.842.852.782.532.872.892.822.902.952.932.93平面偏移（cm）+4-2-4+5+3+2-3-2+1+4-5水平距離（m）135138141144147150153156159162165168171174177180183186189192195198探測深度（m）2.952.982.902.932.892.952.932.952.942.872

3、.952.952.932.942.872.952.952.932.952.962.942.95平面偏移（cm）井位-4+3-4+5-3+4-5-6+5-2-3水平距離（m）201204207210213216219222225228231234237240243246249252255258261264探測深度（m）2.952.952.932.942.952.982.993.033.093.13.153.183.073.213.273.283.193.283.293.33.273.25平面偏移（cm）-4+5井位-2-1+5-3+2-4-5+2-3導(dǎo)向鉆進(jìn)平面圖鉆進(jìn)計劃剖面圖1832514FS

4、KY1#FSKY2#FSKY3#FSKY4#FSKY5#FSKY1#4.45FSKY5#4.45DN500-35mDN500-80mDN500-80mDN500-130m入土角出土角2.001.55本班負(fù)責(zé)人：司鉆員：探測員：接班人：表1定向鉆控向記錄工程名稱：富士克雨污水管道工程井位區(qū)段：FSKY1#FSK5#鉆進(jìn)長度：42m查收長度：22m出土角度：-13鉆桿直徑、長度：73*3m開鉆時間：2013.03.20停鉆時間：2013.03.22入土角度：+9天氣：晴水平距離（m）2672702732762792822852882912942973003033063093123152183213

5、24327330探測深度（m）3.13.153.183.073.213.273.283.193.283.293.33.273.253.283.283.213.33.283.253.293.283.3平面偏移（cm）-2+3+4-5-2+1+4-3+4+5-2水平距離（m）333336339342345348351354357探測深度（m）3.313.293.293.313.32.121.410.710平面偏移（cm）-4+2井位+2水平距離（m）探測深度（m）平面偏移（cm）水平距離（m）探測深度（m）平面偏移（cm）導(dǎo)向鉆進(jìn)平面圖鉆進(jìn)計劃剖面圖1832514FSKY1#FSKY2#FSKY3

6、#FSKY4#FSKY5#FSKY1#4.45FSKY5#4.45DN500-35mDN500-80mDN500-80mDN500-130m入土角出土角2.001.55本班負(fù)責(zé)人：司鉆員：探測員：接班人：表2導(dǎo)向桿鉆進(jìn)控向記錄工程名稱：富士克雨污水管道工程井位區(qū)段：FSKY1#FSK5#設(shè)計長度(m):357查收長度(m):325鉆桿長度（m）：3鉆桿根數(shù)：119本班鉆進(jìn)情況操作日期：2013年03月20日班時間鉆進(jìn)長度起止（厘米）序歷時號時分時分本鎬累計（分）1707333003002747733006003787113300900471271533001200571671933001500

7、672072333001800772472733002100872873133002400973273533002700107367393300300011740743330033001274474733003600137487513300390014752755330042001575675933004500168083330048001784873300510018888113300540019812815330057002081681933006000218208233300630022824827330066002382883133006900248328353300720025836

8、8393300750026840843330078002784484733008100288488513300840029852855330087003085685933009000319093330093003294973300960033989113300990034912915330010200359169193300105003692092333001080037924927330011100389289313300114003993293533001170040936939330012000操作班組：始發(fā)點測量（厘米）偏差（厘米）頂設(shè)驅(qū)動力前計偏差電流Mpa上下左右視前值（A）視備注

9、本班負(fù)責(zé)人：察看人：接班人：表2導(dǎo)向桿鉆進(jìn)控向記錄工程名稱：富士克雨污水管道工程井位區(qū)段：FSKY1#FSK5#設(shè)計長度(m):357查收長度(m):325鉆桿長度（m）：3鉆桿根數(shù)：119本班鉆進(jìn)情況操作日期：2013年03月20日班操作班組：時間鉆進(jìn)長度頂始發(fā)點測量（厘米）偏差（厘米）序起止（厘米）力驅(qū)動號Mpa設(shè)電流時分時分歷時本鎬累計前計偏差上下左（A）（分）視前值右視41940943330012300429449473300126004394895133001290044952955330013200459569593300135004610010333001380047104107

10、330014100481081011330014400491012101533001470050101610193300150005110201023330015300521024102733001560053102810313300159005410321035330016200551036103933001650056104010433300168005710441047330017100581048105133001740059105210553300177006010561059330018000611101133300183006211411733001860063118111133

11、001890064111211153300192006511161119330019500661120112333001980067112411273300201006811281131330020400691132113533002070070113611393300210007111401143330021300721144114733002160073114811513300219007411521155330022200751156115933002250076120123330022800771241273300231007812812113300234007912121215330

12、0237008012161219330024000本班負(fù)責(zé)人：察看人：接班人：表2導(dǎo)向桿鉆進(jìn)控向記錄工程名稱：富士克雨污水管道工程井位區(qū)段：FSKY1#FSK5#設(shè)計長度(m):357查收長度(m):325鉆桿長度（m）：3鉆桿根數(shù)：119本班鉆進(jìn)情況操作日期：2013年03月20日班操作班組：時間鉆進(jìn)長度始發(fā)點測量（厘米）偏差（厘米）起止（厘米）頂設(shè)驅(qū)動序力歷時前計偏差電流號時分時分本鎬累計Mpa上下左右（分）視前值（A）視811220122333002430082122412273300246008312281231330024900備注備注841232123533002520085123

13、612393300255008612401243330025800871244124733002610088124812513300264008912521255330026700901256125933002700091130133330027300921341373300276009313813113300279009413121315330028200951316131933002850096132013233300288009713241327330029100981328133133002940099133213353300297001001336133933003000010113

14、401343330030300102134413473300306001031348135133003090010413521355330031200105135613593300315001061401433300318001071441473300321001081481411330032400109141214153300327001101416141933003300011114201423330033300112142414273300336001131428143133003390011414321435330034200115143614393300345001161440144

15、3330034800117144414473300351001181448145133003540011914521455330035700120本班負(fù)責(zé)人：察看人：接班人：表3回擴(kuò)成孔記錄表工程名稱：富士克雨污水管道工程井位區(qū)段：FSKY1#FSK5#擴(kuò)孔直徑(mm):DN800總長(m):357鉆桿長度（m）：3鉆桿根數(shù)：1192013年03月21日編號：時間鉆進(jìn)長度鉆進(jìn)參數(shù)泥漿性能起止本累回扭泵泥粘靜切動切序歷時拉轉(zhuǎn)速次計力漿量度比力力號時分時分（分）力r/min重mmMpaLSpaPaMpa17307325005001003301.23327337354005001003301.233

16、37367385005001003301.23347397414004501003301.23357427444504501003301.23367457474504501003301.23377487505004001003301.23387517535004001003301.233981835004001003301.2331084865504001003301.2331187895004501003301.233128108125004501003301.233備注1381381514816818158198211682282417825827188288301983183320834

17、8362183783922840842238438452484684825849851268528542785585728858902991933094963197993291091233913915349169183591992136922924379259273892893039931933409349365504501003301.2335004501003301.233技術(shù)負(fù)責(zé)人：施工負(fù)責(zé)人：記錄員：表4拉管記錄表工程名稱：新建華新鎮(zhèn)污水收集支管工程井位區(qū)段：楊家莊路YJZL-36#YJZL-37#設(shè)計管徑(mm):DN400總長(m):42鉆桿長度（m）：3鉆桿根數(shù)：142012年0

18、5月09日編號：時間拉進(jìn)長度拉進(jìn)參數(shù)起止歷時本次進(jìn)累計長拉力回擴(kuò)扭轉(zhuǎn)速泵泥尺度力漿量情況描繪（分）時分時分（m）（m）（Mpa）（Mpa）（r/min）（L）16261628233550400100316291631236500400100316321634239500400100316351637231245040010031638164023154504501003164116432318450450100316441646232140050010031647164923244005001003165016522327400500100316531655233040050010031656

19、165823334505001003165917012336450500100317021704233945050010031705170723424505001003技術(shù)負(fù)責(zé)人：施工負(fù)責(zé)人：記錄員：表5定向拖拉施工工序質(zhì)量評定表單位工程名稱：新建華新鎮(zhèn)污水收集支管工程分部工程名稱：牽引管管道直徑：DN400井位區(qū)段：楊家莊片區(qū)楊家莊路YJZL-36#YJZL-37#主要工程數(shù)量22m序外觀檢查項目質(zhì)量情況號1施工設(shè)備、儀器拉管機(jī)械、導(dǎo)向儀器及導(dǎo)向探頭、對講機(jī)等設(shè)備完好2控制點設(shè)置地面已放好導(dǎo)向軸線及一根鉆桿長度間距的控制點3管材外觀質(zhì)量尺寸，環(huán)剛度吻合設(shè)計與規(guī)范要求4管接口質(zhì)量管節(jié)熱熔焊接接口牢固，無滲水，管內(nèi)無泥土垃圾序允許偏實測偏差值mm應(yīng)量合格合格率井位項目性質(zhì)實測項目檢查頻次測點號差(mm)上游下游點數(shù)（%）數(shù)1YJZL-36#主控項目管內(nèi)底高程2點/段80+25-3022100YJZL-37#副控項目中線平面位移2點/段100+40+25221002主控項目管內(nèi)底高程2點/段80副控項目中線平面位移2點/段1003主