T梁預應力張拉理論伸長量計算表(100%)

1、35省道仙居桐橋至官路段改建工程第四合同段T T梁梁張張拉拉油油表表讀讀數數計計算算表表承包單位： 浙江華通路橋工程有限公司合同號：S4監(jiān)理單位： 天臺交通工程監(jiān)理所編 號：序號千斤頂編號傳感器編號鋼絞線股數10%k20%50%100%油表讀數（Mpa）拉力（KN)油表讀數（Mpa）拉力（KN)油表讀數（Mpa）拉力（KN)油表讀數（Mpa）拉力（KN)116057N3977.562.89155.127.41387.8114.94775.6251.7696.953.65193.919.29484.7618.71969.5362.14116.344.40232.6911

2、.18581.7222.471163.4372.52135.735.15271.4713.06678.6726.241357.3482.89155.125.91310.2514.94775.6230.001551.2493.27174.516.66349.0316.82872.5733.771745.15103.65193.917.41387.8118.71969.5337.531939.05114.02213.308.16426.5920.591066.4841.302132.96216060N2377.562.26155.125.32387.8110.42775.

3、6251.4996.952.77193.916.59484.7612.97969.5361.75116.343.28232.697.87581.7215.531163.4372.00135.733.79271.479.15678.6718.081357.3482.26155.124.30310.2510.42775.6220.631551.2492.51174.514.81349.0311.70872.5723.181745.15102.77193.915.32387.8112.97969.5325.731939.05113.02213.305.83426.5914.251066.4828.2

4、92132.96316059N1977.562.22155.125.30387.8110.43775.6251.4596.952.73193.916.58484.7613.00969.5361.71116.343.25232.697.87581.7215.561163.4371.96135.733.76271.479.15678.6718.131357.3482.22155.124.27310.2510.43775.6220.701551.2492.48174.514.79349.0311.72872.5723.261745.15102.73193.915.30387

5、.8113.00969.5325.831939.05112.99213.305.81426.5914.281066.4828.402132.96416058N5977.563.09155.127.57387.8115.04775.6251.9796.953.83193.919.44484.7618.77969.5362.34116.344.58232.6911.30581.7222.511163.4372.71135.735.33271.4713.17678.6726.241357.3483.09155.126.08310.2515.04775.6229.981551

6、.2493.46174.516.82349.0316.91872.5733.711745.15103.83193.917.57387.8118.77969.5337.451939.05114.21213.308.32426.5920.641066.4841.182132.96計算：監(jiān)理：日期：第6頁共7頁1395139193.905y=ax+by=ax+b校準證書千斤頂傳感器abFWD2016004416057N56.12FWD2016004116060N98-16.25FWD2016004216059N55-12.

7、5FWD2016004316058N92-5.16835省道仙居桐橋至官路段改建工程第四合同段35省道仙居桐橋至官路段改建工程第四合同段30m30m預預制制T T梁梁（后后張張法法）鋼鋼絞絞線線伸伸長長量量計計算算表表25m25m預預制制T T梁梁（后后張張法法）鋼鋼絞絞線線伸伸長長量量計計算算表表承包單位：浙江華通路橋工程有限公司合同號：S4承包單位：監(jiān)理單位：天臺交通工程監(jiān)理所編 號：監(jiān)理單位：計算參數：計算參數：錨下張拉控制力k1395MPa管道摩阻系數0.17錨下張拉控制力k單根鋼絞線面積Ag139mm2管道偏差系數k0.0015單根鋼絞線面積Ag理論彈性模量

8、Eg198366.6667MPa張拉端的張拉力193905N理論彈性模量Eg伸縮縫端含工作長度0.6m100%梁板編號鋼絞線分段分段長 L 切線 偏角度KX+e-(KX+)PqPzPpLLL總梁板編號編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)邊邊跨跨邊邊梁梁N1N11111斜線段4.815000.000000.007220.9928021329552117605212527133.74106.0211.4邊邊跨跨邊邊梁梁曲線段9.774070.122170.035430.9651921176052043891208053167.05直線段0.768000.000000.

9、001150.998852043891204153820427145.17N2N21010斜線段2.957000.000000.004440.9955719390501930468193475620.75104.8209.2曲線段5.2360100.174530.037520.9631719304681859371189469735.98直線段7.171000.000000.010760.9893018593711839478184940648.10N3N31010斜線段2.581000.000000.003870.9961419390501931557193530118.12105.0209

10、.5曲線段3.665070.122170.026270.9740819315571881482190641025.34直線段9.080000.000000.013620.9864718814821856030186872761.54連續(xù)端含工作長度0.6m梁板編號鋼絞線分段分段長 L 切線 偏角度KX+e-(KX+)PqPzPpLL梁板編號編號股數(m)（rad）(N)(N)(N)(mm)(mm)邊邊跨跨邊邊梁梁N1N11111斜線段4.815000.000000.007220.9928021329552117605212527133.74105.5邊邊跨跨中中梁梁曲線段9.774070.12

11、2170.035430.9651921176052043891208053167.05直線段0.698000.000000.001050.998952043891204175220428224.70N2N21010斜線段2.957000.000000.004440.9955719390501930468193475620.75104.4曲線段5.2360100.174530.037520.9631719304681859371189469735.98直線段7.101000.000000.010650.9894118593711839671184950347.63N3N31010斜線段2.581

12、000.000000.003870.9961419390501931557193530118.12104.5曲線段3.665070.122170.026270.9740819315571881482190641025.34直線段9.010000.000000.013520.9865818814821856225186882561.07計算：監(jiān)理：日期：第1頁共7頁35省道仙居桐橋至官路段改建工程第四合同段35省道仙居桐橋至官路段改建工程第四合同段30m30m預預制制T T梁梁（后后張張法法）鋼鋼絞絞線線伸伸長長量量計計算算表表25m25m預預制制T T梁梁（后后張張法法）鋼鋼絞絞線線伸伸長長量

13、量計計算算表表承包單位：浙江華通路橋工程有限公司合同號：S4承包單位：監(jiān)理單位：天臺交通工程監(jiān)理所編 號：監(jiān)理單位：伸縮縫端含工作長度0.6m100%梁板編號鋼絞線分段分段長 L切線 偏角度KX+e-(KX+)PqPzPpLLL總梁板編號編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)邊邊跨跨中中梁梁N1N19 9斜線段4.815000.000000.007220.9928017451451732586173885833.74106.0211.4中中跨跨邊邊梁梁曲線段9.774070.122170.035430.9651917325861672275170225267.05直

14、線段0.768000.000000.001150.998851672275167034916713125.17N2N29 9斜線段2.957000.000000.004440.9955717451451737422174128020.75104.8209.2曲線段5.2360100.174530.037520.9631717374221673434170522735.98直線段7.171000.000000.010760.9893016734341655530166446648.10N3N39 9斜線段2.581000.000000.003870.99614174514517384021741

15、77118.12105.0209.5曲線段3.665070.122170.026270.9740817384021693334171576925.34直線段9.080000.000000.013620.9864716933341670427168185461.54連續(xù)端含工作長度0.6m梁板編號鋼絞線分段分段長 L切線 偏角度KX+e-(KX+)PqPzPpLL梁板編號編號股數(m)（rad）(N)(N)(N)(mm)(mm)邊邊跨跨中中梁梁N1N19 9斜線段4.815000.000000.007220.9928017451451732586173885833.74105.5中中跨跨中中梁梁

16、曲線段9.774070.122170.035430.9651917325861672275170225267.05直線段0.698000.000000.001050.998951672275167052516713994.70N2N29 9斜線段2.957000.000000.004440.9955717451451737422174128020.75104.4曲線段5.2360100.174530.037520.9631717374221673434170522735.98直線段7.101000.000000.010650.9894116734341655704166455347.63N3N

17、39 9斜線段2.581000.000000.003870.9961417451451738402174177118.12104.5曲線段3.665070.122170.026270.9740817384021693334171576925.34直線段9.010000.000000.013520.9865816933341670602168194261.07計算：監(jiān)理：日期：第2頁共7頁35省道仙居桐橋至官路段改建工程第四合同段30m30m預預制制T T梁梁（后后張張法法）鋼鋼絞絞線線伸伸長長量量計計算算表表承包單位：浙江華通路橋工程有限公司合同號：S4監(jiān)理單位：天臺交通工程監(jiān)理所編 號：含工

18、作長度0.6m100%梁板編號鋼絞線分段分段長 L切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)中中跨跨邊邊梁梁N1N11010斜線段4.815000.000000.007220.9928019390501925096193206433.74105.5211.0曲線段9.774070.122170.035430.9651919250961858083189139167.05直線段0.698000.000000.001050.998951858083185613818571114.70N2N29 9斜線段2.957000.0

19、00000.004440.9955717451451737422174128020.75104.4208.7曲線段5.2360100.174530.037520.9631717374221673434170522735.98直線段7.101000.000000.010650.9894116734341655704166455347.63N3N39 9斜線段2.581000.000000.003870.9961417451451738402174177118.12104.5209.0曲線段3.665070.122170.026270.9740817384021693334171576925.34

20、直線段9.010000.000000.013520.9865816933341670602168194261.07含工作長度0.6m100%梁板編號鋼絞線分段分段長 L切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)中中跨跨中中梁梁N1N18 8斜線段4.815000.000000.007220.9928015512401540077154565233.74105.5211.0曲線段9.774070.122170.035430.9651915400771486466151311367.05直線段0.698000.000000

21、.001050.998951486466148491114856884.70N2N28 8斜線段2.957000.000000.004440.9955715512401544375154780520.75104.4208.7曲線段5.2360100.174530.037520.9631715443751487497151575835.98直線段7.101000.000000.010650.9894114874971471737147960347.63N3N38 8斜線段2.581000.000000.003870.9961415512401545246154824118.12104.5209.

22、0曲線段3.665070.122170.026270.9740815452461505186152512825.34直線段9.010000.000000.013520.9865815051861484980149506061.07計算：監(jiān)理：日期：第3頁共7頁k100%浙江華通路橋工程有限公司合同號：S4天臺交通工程監(jiān)理所編 號：1395MPa管道摩阻系數0.17139mm2管道偏差系數k0.0015198366.6667MPa張拉端的張拉力193905N含工作長度0.6m100%鋼絞線分段分段長 L 切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N

23、)(mm)(mm)(mm)N1N18 8斜線段7.418000.000000.011130.9889315512401534075154264251.8889.3178.6曲線段2.443070.122170.024430.9758615340751497046151548516.78直線段3.045000.000000.004570.9954414970461490224149363220.62N2N29 9斜線段4.956000.000000.007430.9925917451451732220173867434.7288.8177.6曲線段2.443070.122170.024430.9

24、758617322201690408171122916.85直線段5.489000.000000.008230.9918016904081676547168346837.24N3N39 9斜線段1.932000.000000.002900.9971117451451740095174261913.5788.1176.2曲線段2.793080.139630.027930.9724617400951692173171602319.31直線段8.148000.000000.012220.9878516921731671617168187455.22含工作長度0.6m100%鋼絞線分段分段長 L 切線

25、 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)N1N17 7斜線段7.418000.000000.011130.9889313573351342316134981151.8889.3178.6曲線段2.443070.122170.024430.9758613423161309915132604916.78直線段3.045000.000000.004570.9954413099151303946130692820.62N2N28 8斜線段4.956000.000000.007430.99259155124015397511545

26、48834.7288.8177.6曲線段2.443070.122170.024430.9758615397511502585152109216.85直線段5.489000.000000.008230.9918015025851490264149641637.24N3N38 8斜線段1.932000.000000.002900.9971115512401546751154899413.5788.1176.2曲線段2.793080.139630.027930.9724615467511504154152535319.31直線段8.148000.000000.012220.9878515041541

27、485882149499955.22計算：監(jiān)理：日期：第4頁共7頁35省道仙居桐橋至官路段改建工程第四合同段25m25m預預制制T T梁梁（后后張張法法）鋼鋼絞絞線線伸伸長長量量計計算算表表承包單位：監(jiān)理單位：錨下張拉控制力k單根鋼絞線面積Ag理論彈性模量Eg浙江華通路橋工程有限公司合同號：S4天臺交通工程監(jiān)理所編 號：含工作長度0.6m100%鋼絞線分段分段長 L切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)N1N17 7斜線段7.418000.000000.011130.988931357335134231613498

28、1151.8889.3178.6曲線段2.443070.122170.024430.9758613423161309915132604916.78直線段3.045000.000000.004570.9954413099151303946130692820.62N2N28 8斜線段4.956000.000000.007430.9925915512401539751154548834.7288.8177.6曲線段2.443070.122170.024430.9758615397511502585152109216.85直線段5.489000.000000.008230.99180150258514

29、90264149641637.24N3N38 8斜線段1.932000.000000.002900.9971115512401546751154899413.5788.1176.2曲線段2.793080.139630.027930.9724615467511504154152535319.31直線段8.148000.000000.012220.9878515041541485882149499955.22含工作長度0.6m100%鋼絞線分段分段長 L切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)N1N16 6斜線段7.41

30、8000.000000.011130.9889311634301150556115698151.8889.3178.6曲線段2.443070.122170.024430.9758611505561122784113661416.78直線段3.045000.000000.004570.9954411227841117668112022420.62N2N27 7斜線段4.956000.000000.007430.9925913573351347282135230234.7288.8177.6曲線段2.443070.122170.024430.9758613472821314762133095616

31、.85直線段5.489000.000000.008230.9918013147621303981130936437.24N3N37 7斜線段1.932000.000000.002900.9971113573351353407135537013.5788.1176.2曲線段2.793080.139630.027930.9724613534071316135133468419.31直線段8.148000.000000.012220.9878513161351300147130812555.22計算：監(jiān)理：日期：第5頁共7頁35省道仙居桐橋至官路段改建工程第四合同段25m25m預預制制T T梁梁（后

32、后張張法法）鋼鋼絞絞線線伸伸長長量量計計算算表表承包單位：監(jiān)理單位：北岙坑橋鋼絞線數量統(tǒng)計（Kg）鋼絞線檢測報告部位單位重數量總重編號2016-0037負彎矩397.35019865.00盤卷號C160098-3邊跨邊梁1045.788365.60E彈性模量（Gpa）198.5邊跨中梁910.81210929.60199中跨邊梁942.32018846.00197.6中跨中梁807.73024231.00平均值198.366667合計8 82 22 23 37 7. .2 20 0第一次進場數量設計8 84 43 31 10 0. .0 00 040.15t差值- -2 20 07 72 2.

33、 .8 80 035省道仙居桐橋至官路段改建工程第四合同段預預制制T T梁梁（后后張張法法）負負彎彎矩矩鋼鋼絞絞線線伸伸長長值值計計算算表表承包單位：浙江華通路橋工程有限公司合同號：S4監(jiān)理單位：天臺交通工程監(jiān)理所編 號：計算參數：錨下張拉控制力k1395MPa管道摩阻系數0.17單根鋼絞線面積Ag139mm2管道偏差系數k0.0015理論彈性模量Eg198366.67MPa張拉端的張拉力193905N30m預制T梁負彎矩（后張法）鋼絞線伸長值計算100%部位鋼絞線分段分段長L切線偏角度KX+e-(KX+)PqPzPpL一端L2L編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm

34、)負負彎彎矩矩N1N15 5斜線段1.220000.000000.001830.998179695259677529686388.5758.3116.7曲線段1.571090.157080.029060.9713696775294003495382610.87直線段5.730500.000000.008600.9914494003493198893600638.9125m預制T梁負彎矩（后張法）鋼絞線伸長值計算100%部位鋼絞線分段分段長L切線偏角度KX+e-(KX+)PqPzPpL一端L2L編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)負負彎彎矩矩N1N1、N2N24 4

35、斜線段1.259000.000000.001890.998117756207741577748888.8546.993.7曲線段1.571090.157080.029060.9713677415775198376301610.87直線段3.992500.000000.005990.9940375198374749374973627.14計算：監(jiān)理：日期：第6頁共7頁k100%名稱盤卷號鋼絞線C160098-3E值（Gpa）198.5199197.6平均值198.3666673535省省道道仙仙居居桐桐橋橋至至官官路路段段改改建建工工程程第第四四合合同同段段T梁預應力伸長值及油表讀數計算表353

36、5省省道道仙仙居居桐桐橋橋至至官官路路段段改改建建工工程程第第四四合合同同段段項項目目經經理理部部20162016年年4 4月月35省道仙居桐橋至官路段改建工程第四合同段k1 16 6m m先先簡簡后后連連（后后張張法法）鋼鋼絞絞線線伸伸長長量量計計算算表表承包單位：浙江華通路橋工程有限公司合同號：S4監(jiān)理單位：天臺交通工程監(jiān)理所編 號：計算參數：錨下張拉控制力k1395MPa管道摩阻系數0.17單根鋼絞線面積Ag139mm2管道偏差系數k0.0015理論彈性模量Eg198366.6667MPa張拉端的張拉力193905N含工作長度0.65m100%梁板編號鋼絞線分段分段長 L 切線 偏角度K

37、X+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)邊邊跨跨N1N14 4斜線段3.907200.000000.005860.9941677562077108877335227.4058.9117.8曲線段2.443470.122170.024430.9758677108875247576174316.88直線段2.144800.000000.003220.9967975247575005875126614.61N2N24 4斜線段3.112800.000000.004670.9953477562077200777381221.8459.01

38、18.0曲線段0.64621.480.025830.005360.994657720077678807699414.51直線段4.706900.000000.007060.9929676788076247776517532.66含工作長度0.65m100%梁板編號鋼絞線分段分段長 L 切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)中中跨跨N1N14 4斜線段3.907200.000000.005860.9941677562077108877335227.4058.8117.6曲線段2.443470.122170.02443

39、0.9758677108875247576174316.88直線段2.129800.000000.003190.9968175247575007575127414.51N2N24 4斜線段3.112800.000000.004670.9953477562077200777381221.8458.9117.8曲線段0.64621.480.025830.005360.994657720077678807699414.51直線段4.691900.000000.007040.9929976788076249476518432.55計算：監(jiān)理：日期：第1頁共 頁35省道仙居桐橋至官路段改建工程第四合同段

40、1313m m先先簡簡后后連連（后后張張法法）鋼鋼絞絞線線伸伸長長量量計計算算表表承包單位：浙江華通路橋工程有限公司合同號：S4監(jiān)理單位：天臺交通工程監(jiān)理所編 號：計算參數：錨下張拉控制力k1395MPa管道摩阻系數0.17單根鋼絞線面積Ag139mm2管道偏差系數k0.0015理論彈性模量Eg198366.6667MPa張拉端的張拉力193905N含工作長度0.65m100%梁板編號鋼絞線分段分段長 L 切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)邊邊跨跨N1N14 4斜線段3.174000.000000.004760

41、.9952577562077193677377722.2748.596.9曲線段1.570860.104720.020160.9800477193675653176420810.88直線段2.236900.000000.003360.9966575653175399775526315.32N2N24 4斜線段2.198900.000000.003300.9967177562077306677434215.4448.597.1曲線段0.74892.150.037520.007500.992537730667672887701735.23直線段4.018500.000000.006030.9939

42、976728876267776498027.87含工作長度0.65m100%梁板編號鋼絞線分段分段長 L 切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)中中跨跨N1N14 4斜線段3.174000.000000.004760.9952577562077193677377722.2748.496.7曲線段1.570860.104720.020160.9800477193675653176420810.88直線段2.221900.000000.003330.9966775653175401475527115.22N2N24 4

43、斜線段2.292500.000000.003440.9965777562077295777428816.0948.496.9曲線段0.56172.150.037520.007220.992807729577673957701733.92直線段4.097200.000000.006150.9938776739576269476504228.42計算：監(jiān)理：日期：第2頁共 頁35省道仙居桐橋至官路段改建工程第四合同段簡簡支支梁梁（后后張張法法）鋼鋼絞絞線線伸伸長長量量計計算算表表承包單位：浙江華通路橋工程有限公司合同號：S4監(jiān)理單位：天臺交通工程監(jiān)理所編 號：計算參數：錨下張拉控制力k1395MP

44、a管道摩阻系數0.17單根鋼絞線面積Ag139mm2管道偏差系數k0.0015理論彈性模量Eg198366.6667MPa張拉端的張拉力193905N含工作長度0.65m100%梁板編號鋼絞線分段分段長 L 切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)1 16m6mN1N14 4斜線段1.174500.000000.001760.998247756207742557749378.2558.3116.5曲線段4.1884120.209440.041890.9589877425574249375826328.80直線段3.1

45、59200.000000.004740.9952774249373898374073721.22N2N24 4斜線段1.417500.000000.002130.997887756207739737747969.9659.0118.0曲線段0.872520.034910.007240.992787739737683877711766.10直線段6.190700.000000.009290.9907676838776128576483042.93含工作長度0.65m100%梁板編號鋼絞線分段分段長 L切線 偏角度KX+e-(KX+)PqPzPpLLL總編號股數(m)（rad）(N)(N)(N)(mm)(mm)(mm)13m13mN1N14 4斜線段1.329800.00