重力式樁基托梁樁頂設(shè)計參數(shù)表

,注意事項：1、表中彎矩和水平推力的正方向見下圖所示；2、表中樁中心距離線路左線的距離是樁位于線路左側(cè)的情況，沒有考慮曲線加寬，注意使用時加上曲線加寬；如果樁位于線路右側(cè)，還要加上線間距。利用樁頂彎矩時請注意核對左側(cè)的托梁高度是否與設(shè)計一致.還有不同的地震加速度的影響。,,,,,,,,,,,,,,

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,g=0.2,,,,,,,,,,,,,,

墻高H(m),墻頂寬b,梁寬b′,墻底寬B,梁高h(yuǎn)(m),ΣEx(kN),ΣMx(kN.m),ΣMy(kN.m),ΣN(kN),Mx′,My′,樁頂彎矩ΣM,樁頂橫向力F向外,軸向力F,樁距離中線L,

2,0.95,2.2,1.15,0.85,23.3,19.7,41.4,51.7,49.5325,,27.8325,23.3,51.7,6.4,

3,1.18,2.2,1.48,0.85,44.6,55.5,105.1,98.2,110.578,,60.978,44.6,98.2,6.715,

4,1.39,2.2,1.79,0.85,70.9,116,207.8,156.6,200.422,,108.622,70.9,156.6,7.02,

5,1.58,2.9,2.08,1.05,102.2,206.2,354.5,225.3,341.622,,193.322,102.2,225.3,7.315,

6,1.58,2.9,2.18,1.05,122.4,249.5,473.9,277.1,430.559,,206.159,122.4,277.1,7.515,

7,1.79,3.2,2.49,1.25,167,399.2,725.6,368.7,667.7815,,341.3815,167,368.7,7.82,

8,2.03,3.2,2.83,1.45,217.2,598.2,1072.3,478.6,992.159,,518.059,217.2,478.6,8.14,

9,2.26,3.9,3.16,1.45,272.6,851.3,1505.9,600.5,1344.06,,689.46,272.6,600.5,8.455,

10,2.48,3.9,3.48,1.45,333,1163.6,2032,733.6,1759.314,,890.914,333,733.6,8.765,

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,g=0.3,,,,,,,,,,,,,,

墻高H(m),墻頂寬b,梁寬b′,墻底寬B,梁高h(yuǎn)(m),ΣEx(kN),ΣMx(kN.m),ΣMy(kN.m),ΣN(kN),Mx′,My′,樁頂彎矩ΣM,樁頂橫向力F向外,軸向力F,樁距離中線L,

2,1.1,2.2,1.3,0.85,26.7,22.9,51.9,58.9,60.98,,31.98,26.7,58.9,6.475,

3,1.37,2.2,1.67,0.85,50.6,63.9,131,111.9,136.4465,,69.3465,50.6,111.9,6.81,

4,1.6,2.2,2,0.85,80.2,132.7,254.2,176.7,244.87,,123.37,80.2,176.7,7.125,

5,1.82,2.9,2.32,1.05,115.2,235.2,432.1,254,415.6,,218.7,115.2,254,7.435,

6,1.82,2.9,2.42,1.05,140.6,292.5,574,312,525.15,,243.65,140.6,312,7.635,

7,2.1,3.2,2.8,1.25,190.9,466.8,898.3,420.8,827.745,,396.245,190.9,420.8,7.975,

8,2.38,3.2,3.18,1.25,247.3,697,1325.4,545.7,1176.788,,548.388,247.3,545.7,8.315,

9,2.64,3.9,3.54,1.45,309.4,988.6,1850.8,682.4,1656.478,,794.278,309.4,682.4,8.645,

10,2.88,3.9,3.88,1.45,376.1,1336.9,2475.4,829.4,2154.381,,1015.881,376.1,829.4,8.965,

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,g=0.15,,,,,,,,,,,,,,

墻高H(m),墻頂寬b,梁寬b′,墻底寬B,梁高h(yuǎn)(m),ΣEx(kN),ΣMx(kN.m),ΣMy(kN.m),ΣN(kN),Mx′,My′,樁頂彎矩ΣM,樁頂橫向力F向外,軸向力F,樁距離中線L,

2,0.84,2.2,1.04,0.85,20.7,17.3,34.4,46.3,41.671,,24.571,20.7,46.3,6.345,

3,1.08,2.2,1.38,0.85,40.2,49.6,92.3,90.8,96.822,,54.122,40.2,90.8,6.665,

4,1.28,2.2,1.68,0.85,64.3,104.4,184.6,145.7,177.043,,96.843,64.3,145.7,6.965,

5,1.47,2.9,1.97,1.05,93,186.3,320.1,211.5,305.9775,,172.1775,93,211.5,7.26,

6,1.47,2.9,2.07,1.05,109.1,220.7,429.1,260.3,383.9655,,175.5655,109.1,260.3,7.46,

7,1.6,3.2,2.3,1.25,149.6,353.3,626.2,336.1,573.515,,300.615,149.6,336.1,7.725,

8,1.84,3.2,2.64,1.25,195.5,531.5,942,441.1,826.627,,416.127,195.5,441.1,8.045,

9,2.06,3.9,2.96,1.45,246.2,758.8,1332.8,556,1179.87,,605.87,246.2,556,8.355,

10,2.27,3.9,3.27,1.45,301.5,1040.1,1808.7,681.7,1551.7545,,783.1545,301.5,681.7,8.66,

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,無震,,,,,,,,,,,,,,

墻高H(m),墻頂寬b,梁寬b′,墻底寬B,梁高h(yuǎn)(m),ΣEx(kN),ΣMx(kN.m),ΣMy(kN.m),ΣN(kN),Mx′,My′,樁頂彎矩ΣM,樁頂橫向力F向外,軸向力F,樁距離中線L,

2,0.84,2.2,1.04,0.85,17.7,12.2,34,46,38.965,,17.165,17.7,46,6.345,

3,1.08,2.2,1.38,0.85,34.6,37.2,91.4,90.3,91.717,,37.517,34.6,90.3,6.665,

4,1.28,2.2,1.68,0.85,55.7,81.1,183.1,145,169.145,,67.145,55.7,145,6.965,12.345

5,1.47,2.9,1.97,1.05,80.8,148.3,317.6,210.5,292.1825,,122.8825,80.8,210.5,7.26,12.45

6,1.47,2.9,2.07,1.05,92.3,180.4,425.5,258.8,364.773,,119.673,92.3,258.8,7.46,12.65

7,1.6,3.2,2.3,1.25,128,290.7,621,334.2,544.33,,214.03,128,334.2,7.725,12.785

8,1.84,3.2,2.64,1.25,168.1,437.9,934.5,438.7,789.209,,292.609,168.1,438.7,8.045,12.865

9,2