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    抗滑桩配筋计算表.xls

    • 资源ID:7973252       资源大小:68.50KB        全文页数:11页
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    抗滑桩配筋计算表.xls

    1、点号 距顶距离 面侧纵筋 背侧纵筋 箍筋108640926688320.4858640926688330.978640926688341.4558640926688351.9398640926688362.4248640926688372.9098640926688383.3948640926688393.87986409266883104.36486409266883114.84886409266883125.33386409266883135.81886409266883146.30386409266883156.78886409266883167.27386409266883177.75

    2、886409266883188.24286409266883198.72786409266883209.21286409266883219.697864092668832210.182864092668832310.6678640102248832411.1528640115988832511.6368640131098832612.1218640147648832712.6068640165758832813.0918640185518832913.5768640207038833014.0618640230448833114.5458640255878833215.038640283478

    3、833315.51586403134188334168640345888833516.586403728388336178640386018833717.586403873788338188640378928833918.586403625988340198640340158834119.586403131488342208640282868834320.586402503588344218640216438834521.586401817388346228640146718834722.58640111698834823864092668834923.58640926688350248640

    4、926688310864092668831608420.49864092668831608430.97864092668831608441.46864092668831608451.94864092668831608462.42864092668831608472.91864092668831608483.39864092668831608493.888640926688316084104.368640926688316084114.858640926688316084125.338640926688316084135.828640926688316084146.386409266883160

    5、84156.798640926688316084167.278640926688316084177.768640926688316084188.248640926688316084198.738640926688316084209.218640926688316084219.786409266883160842210.286409266883160842310.78640 10224883160842411.28640 11598883160842511.68640 13109883160842612.18640 14764883160842712.68640 1657588316084281

    6、3.18640 1855188316084160842913.68640 2070388316084160843014.18640 2304488316084160843114.58640 25587883160841608432158640 2834788316084160843315.58640 31341883160841608434168640 34588883160841608480423516.58640 372838831608416084804236178640 38601883160841608480423717.58640 3873788316084160848042381

    7、88640 37892883160841608480423918.58640 362598831608416084804240198640 34015883160841608480424119.58640 31314883160841608442208640 2828688316084160844320.58640 25035883160841608444218640 2164388316084160844521.58640 18173883160841608446228640 14671883160844722.58640 1116988316084482386409266883160844

    8、923.58640926688316084502486409266883160845120 10000 1000065416084169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.

    9、001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.

    10、001.120000 21.1169676743.001.120000 21.1169675369.001.120000 21.1169673858.001.120000 21.1169672203.001.120000 21.116967392.001.120000 21.133051 14500.001.1202000 41.133051 12348.001.1202000 41.133051 10007.001.1202000 41.1330517464.001.1202000 41.1330514704.001.1202000 41.1330511710.001.1202000 41.

    11、1410936505.001.12020100 51.1410933810.001.12020100 51.1410932492.001.12020100 51.1410932356.001.12020100 51.1410933201.001.12020100 51.1410934834.001.12020100 51.1410937078.001.12020100 51.1330511737.001.1202000 41.1330514765.001.1202000 41.1330518016.001.1202000 41.133051 11408.001.1202000 41.13305

    12、1 14878.001.1202000 41.1169672296.001.120000 21.1169675798.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1169677701.001.120000 21.1点号 距顶距离 面侧纵筋 背侧纵筋 箍筋(m)(mm2)(mm2)(mm2)10.015000150005721608420.4150001500057230.9150001500057241.3150001500057251.8150001500057262.2150001500057272.715

    13、0001500057283.1150001500057293.61500015000572104.01500015000572114.41500015000572124.91500015000572135.31500015000572145.81500015000572156.21500015000572166.71500015000572177.11500015993572187.61500017915572198.01500019969572208.41500022157572218.91500024482572229.31500026949572239.81500029561572241

    14、0.215000323235722510.715000352395722611.115000383165722711.615000415585722812.015000449725722912.415000477485723012.915000493645723113.315000499185723213.715000495195723314.215000482855723414.615000463375723515.015000437995723615.515000407895723715.915000374215723816.315000338025723916.8150003003557

    15、24017.215000262115724117.615000224175724218.015000187335724318.515000152345724418.915000150005724519.315000150005724619.815000150005724720.215000150005724820.615000150005724921.115000150005725021.51500015000572桩埋深弯矩剪力桩身变位锚固段桩侧应力 32主筋 16箍筋及间距mkN.mkNmkPa根m000-892024002,400058-260-862024002,4001232-521

    16、-842024002,4001521-781-812024002,4002926-1,042-792024002,40021,447-1,302-762024002,40032,084-1,563-732024002,40032,836-1,823-712024002,40043,704-2,084-682024002,40044,688-2,344-662024002,40045,788-2,604-632024002,40057,003-2,865-612024002,40058,334-3,125-582024002,40069,781-3,386-552024002,400611,34

    17、4-3,646-532024002,400713,022-3,907-502024002,400714,816-4,167-483024002,400816,726-4,428-453024002,400818,752-4,688-433024002,400820,893-4,948-404124002,400923,151-5,209-384124002,400925,524-5,469-364142004,2001028,012-5,730-334142004,2001030,617-5,990-315242004,2001133,337-6,251-295242004,2001136,1

    18、73-6,511-265242004,2001239,125-6,772-246342004,2001242,192-7,032-22-8676342004,2001244,654-4,496-20-1,5956342004,2001346,075-2,207-18-1,4356342004,2001346,560-157-16-1,2786342004,2001446,2111,659-14-1,1256342004,2001445,1273,247-12-9776342004,2001543,4064,614-10-8326342004,2001541,1435,765-9-6916342

    19、004,2001538,4286,706-7-5546342004,2001635,3517,442-5-4205242004,2001632,0017,978-4-2905242004,2001728,4618,319-2-1625242004,2001724,8168,4690-364142004,2001821,1478,4311874142004,2001817,5348,20932083042004,2001814,0587,80443283042004,2001910,7957,21964462042004,200197,8236,45675632042004,200205,2195,51796802024002,400203,0584,401107972024002,400211,4183,109119132024002,400213731,642131,0292024002,400220432141,1442024002,40050,00040,00030,00020,00010,000020151050弯矩(kN-m)桩深(m)10,0005,0000-5,000-10,00020151050剪力(kN)桩深(m)1,5001,0005000-500-1,000-1,500-2,00021201918171615141312桩侧应力(kPa)锚固段深度(m)


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