烏珠閘基底穩(wěn)定應(yīng)力計算.xls

1、烏珠水閘閘室穩(wěn)定計算一、順?biāo)鞣较颍▽Φ装宓孛娲怪彼鞣较蛐涡妮S取矩）1.基本資料部位符號計算式力(T)力臂力矩(Tm)垂直力G水平力Hm順為正，逆為負1.管理房面積W1350.517.53.5061.252.起閉平臺主梁1W20.30.54.42.51.654.3507.1775主梁2W30.30.54.42.51.650.600.99次梁14W40.30.42.82.50.842.502.1板W558.60.22.521.52.50

2、53.75備用電機W61222.505起閉機W72243.50143.檢修平臺柱12W80.60.47.82.529.365.25049.14柱34W90.60.47.82.529.360.7507.02交通頂板1W101.453.30.32.53.588754.7016.867125交通頂板2W111.453.30.32.53.588752.2508.07468754.閘室次墻1W121.50.55.32.59.93757.25072

3、.046875次墻2W131.50.55.32.59.93757.25072.046875箱涵側(cè)墻1W14（156.10.650.250.56.1）2.5146.781250.0811.74250箱涵側(cè)墻2W15（156.10.70.250.56.1）2.5158.218750.0812.65750箱涵頂蓋W16150.4542.567.50.085.40箱涵底板W17150.6542.597.50.087.80鋼閘門W18443.50

4、145.交通橋交通橋板W1980.342.5243.5840交通橋鋪裝W2080.30.12.50.63.52.10交通橋防撞墩1W21（0.20.9）0.252.50.68750.3500.240625交通橋防撞墩2W22（0.20.9）0.252.50.68753.52.406250∑594.8875126.10625383.7036875257.59744閘室底板寬B(m)4.4閘室底板長L(m)152、施工剛建成時期穩(wěn)定計算3閘

5、室底板樁基計算1.樁的尺寸及力學(xué)特性樁外徑m樁的橫截面面積m2樁的慣性矩m4樁砼標(biāo)號樁材料彈性模量Tm20.40.07653750.001256C60360000.0002.承臺底面荷載運用情況垂直力(T)水平力(T)力矩Tm2施工剛建成時期594.890257.5974375正常運用572.9127.5685.793地基分層表層序號巖土層名稱鉆(沖)孔樁樁周土(巖)極限摩阻力特征值鉆(沖)孔樁極限端阻力qsik(kPa)特征值qpk(

6、kPa)樁入土深度(m)1530層底高程m層底深度m分層厚度m〈21〉淤泥質(zhì)土102.150.3000.300〈22〉淤泥613.511.35011.350〈24〉淤泥質(zhì)土1020.46.9006.900〈3〉粘土332600300026.25.8005.800〈4〉強風(fēng)化巖層1004000400024.3504.樁基土的平均極限摩阻力（1）基礎(chǔ)資料層序號巖土層名稱鉆(沖)孔樁樁周土(巖)極限摩阻力標(biāo)準(zhǔn)值鉆(沖)孔樁極限端阻力qsik(