計(jì)算書(shū)-濱河中學(xué)右塔

1、目錄一.結(jié)構(gòu)模型概況31.2.3.4.系統(tǒng)總信息3樓層信息6層塔屬性6各層等效. 7二.質(zhì)量信息71. 結(jié)構(gòu)質(zhì)量分布72. 各層剛心、偏心率信息8荷載信息91. 風(fēng)荷載信息9抗傾覆和穩(wěn)定驗(yàn)算101. 抗傾覆驗(yàn)算102. 整體穩(wěn)定剛重比驗(yàn)算10結(jié)構(gòu)分析及設(shè)計(jì)結(jié)果簡(jiǎn)圖10三.四.五.1.2.3.結(jié)構(gòu)平面簡(jiǎn)圖10荷載簡(jiǎn)圖17配筋簡(jiǎn)圖23六.變形驗(yàn)算291. 普通結(jié)構(gòu)樓層位移指標(biāo)統(tǒng)計(jì)30抗震分析及調(diào)整37七.1.2.3.4.5.結(jié)構(gòu)周期及振型方向37各方向參與振型的有效質(zhì)量系數(shù)37各振型的力(按抗規(guī) 5.2.5 調(diào)整前)38各振型的基底剪力38作用下結(jié)構(gòu)剪重比及其調(diào)整39吊車(chē)荷載計(jì)算生成傳給基礎(chǔ)的剛度

2、否否一.結(jié)構(gòu)模型概況1. 系統(tǒng)總信息(三)風(fēng)荷載信息:(一)總信息:地面粗糙度類(lèi)別修正后的基本風(fēng)壓（kN/m2）X 向結(jié)構(gòu)基本周期（秒）Y 向結(jié)構(gòu)基本周期（秒）風(fēng)荷載作用下結(jié)構(gòu)的阻尼比（%） 承載力設(shè)計(jì)時(shí)風(fēng)荷載效應(yīng)放大系數(shù)結(jié)構(gòu)底層底部距離室外地面高度（m） 用于舒適度驗(yàn)算的風(fēng)壓（kN/m2）用于舒適度驗(yàn)算的結(jié)構(gòu)阻尼比（%） 考慮順風(fēng)向風(fēng)振影響考慮橫風(fēng)向風(fēng)振影響考慮扭轉(zhuǎn)風(fēng)振影響 水平風(fēng)體型系數(shù)： 體型分段數(shù)第一段：C 0.750.310.315.001.000.000.502.00是否否水平力與整體坐標(biāo)夾角（度） 混凝土容重（kN/m3）鋼材容重（kN/m3） 裙房層數(shù)轉(zhuǎn)換層所在層號(hào)嵌固端所在層

3、號(hào)地上部分層數(shù)室層數(shù)墻元細(xì)分最大控制長(zhǎng)度（m） 彈性板細(xì)分最大控制長(zhǎng)度（m） 轉(zhuǎn)換層指定為薄弱層墻梁跨中節(jié)點(diǎn)作為剛性樓板從節(jié)點(diǎn)計(jì)算墻傾覆力矩時(shí)只考慮腹板和有效翼緣考慮梁板頂面對(duì)齊構(gòu)件偏心方式結(jié)構(gòu)材料信息結(jié)構(gòu)體系恒活荷載計(jì)算信息風(fēng)荷載計(jì)算信息作用計(jì)算信息結(jié)構(gòu)所在地區(qū)規(guī)定水平力的確定方式墻梁轉(zhuǎn)框架梁的控制跨高比（0=不轉(zhuǎn)） 框架連梁按殼元計(jì)算控制跨高比剛性樓板假定計(jì)算信息樓梯計(jì)算信息026.0078.00001601.001.00是是否否傳統(tǒng)移動(dòng)節(jié)點(diǎn)方式鋼筋混凝土結(jié)構(gòu) 框剪結(jié)構(gòu)模擬施工加載 3計(jì)算水平風(fēng)荷載計(jì)算水平和規(guī)范簡(jiǎn)化方法豎向1最號(hào)61.301.300.50X 向體型系數(shù)Y 向體型系數(shù)設(shè)縫多

4、塔背風(fēng)面體型系數(shù)(四)信息:樓層剪力差方0.000.00范方法）結(jié)構(gòu)規(guī)則性信息不規(guī)則第一組7（0.1g）設(shè)防分組設(shè)防烈度場(chǎng)地類(lèi)別砼框架抗震等級(jí)剪力墻抗震等級(jí)鋼框架抗震等級(jí)抗震構(gòu)造措施的抗震等級(jí)懸挑梁默認(rèn)取框梁抗震等級(jí)強(qiáng)制采用剛性樓板假定不帶樓梯進(jìn)行計(jì)算II 222類(lèi) 二級(jí)二級(jí)二級(jí)(二)控制信息:不改變否否否計(jì)算軟件信息線性方程組的解法作用分析方法位移輸出方式64 位Pardiso總剛分析方法簡(jiǎn)化輸出按主振型確定內(nèi)力符號(hào)按抗規(guī)（6.1.3-3）降低嵌固端以下抗震構(gòu)造措施的抗震等級(jí)部分框支剪力墻結(jié)構(gòu)底部加強(qiáng)區(qū)剪力墻抗震等級(jí)自動(dòng)提高一級(jí)（高規(guī)表 3.9.3、表3.9.4）(六)調(diào)整信息:梁端負(fù)彎矩調(diào)

5、幅系數(shù) 梁活荷載內(nèi)力放大系數(shù)梁扭矩折減系數(shù)托墻梁剛度放大系數(shù)支撐臨界角（度）作用下連梁剛度折減系數(shù)風(fēng)荷載作用下的連梁剛度折減系數(shù)柱實(shí)配鋼筋超配系數(shù)墻實(shí)配鋼筋超配系數(shù)采用中梁剛度放大系數(shù) Bk梁剛度放大系數(shù)按主梁計(jì)算按抗震抗規(guī)(5.2.5)調(diào)整各樓層弱軸方向動(dòng)位移比例（0-1） 強(qiáng)軸方向動(dòng)位移比例（0-1） 薄弱層調(diào)整：按剛度比判斷薄弱層的方式0.851.000.401.0020.000.601.001.151.152.00否 是0.000.00是 否 否 是0.050.050.500.700.350.08程序自動(dòng)考慮最不利水平作用考慮雙向作用考慮偶然偏心X 向相對(duì)偶然偏心Y 向相對(duì)偶然偏心重力

6、荷載代表值的活載組合值系數(shù)周期折減系數(shù)特征周期（秒）水平影響系數(shù)最大值用于 12 層以下規(guī)則砼框架結(jié)構(gòu)薄弱層驗(yàn)內(nèi)力算的影響系數(shù)最大值0.50全樓統(tǒng)一5.00結(jié)構(gòu)阻尼比結(jié)構(gòu)的阻尼比（%） 特征值分析參數(shù)： 分析類(lèi)型計(jì)算振型個(gè)數(shù)斜交抗側(cè)力構(gòu)件方向附加按抗規(guī)和高規(guī)從嚴(yán)判斷子空間迭代法150否受剪承載力突變形成的薄弱層自動(dòng)進(jìn)行調(diào)整指定的薄弱層個(gè)數(shù)各薄弱層層號(hào)否111.25數(shù)是否采用自定義影響系數(shù)曲線薄弱層內(nèi)力放大系數(shù)(五)活荷信息:作用調(diào)整：全樓作用放大系數(shù)1.00柱、墻設(shè)計(jì)時(shí)活荷載傳給基礎(chǔ)的活荷載 梁活荷不利布置的最不折減折減6二道防線調(diào)整：考慮雙向時(shí)內(nèi)力調(diào)整方式先考慮雙向范方法0.201.5002

7、.00否5.000再調(diào)整號(hào)0.2V0 分段調(diào)整方alpha beta調(diào)整分段數(shù) 調(diào)整系數(shù)上限調(diào)整與框支柱相連的梁的內(nèi)力框支柱調(diào)整系數(shù)上限指定的加強(qiáng)層個(gè)數(shù)柱、墻、基礎(chǔ)活荷載折減系數(shù)： 計(jì)算截面以上層數(shù)12-34-56-89-2020 層以上梁樓面活荷載折減設(shè)置考慮結(jié)構(gòu)使用年限的活荷載調(diào)整系數(shù)折減系數(shù)1.000.850.700.650.600.55不折減1.00(七)設(shè)計(jì)信息:結(jié)構(gòu)重要性系數(shù)鋼構(gòu)件截面凈毛面積比梁按壓彎計(jì)算的最小軸壓比考慮 P-效應(yīng)按高規(guī)或高鋼規(guī)進(jìn)行構(gòu)件設(shè)計(jì)框架梁端配筋考慮受壓鋼筋結(jié)構(gòu)中的框架部分軸壓比限值按照純框架結(jié)構(gòu)的規(guī)定采用剪力墻構(gòu)造邊緣構(gòu)件的設(shè)計(jì)執(zhí)行高規(guī)7.2.16-4 條

8、的較高配筋要求當(dāng)邊緣構(gòu)件軸壓比小于抗規(guī) 6.4.5 條規(guī)定的限值時(shí)一律設(shè)置構(gòu)造邊緣構(gòu)件按混凝土規(guī)范 B.0.4 條考慮柱二階效應(yīng)梁按高規(guī) 5.2.3-4 條進(jìn)行簡(jiǎn)支梁控制主梁進(jìn)行簡(jiǎn)支梁控制的處理方法梁保護(hù)層厚度（mm） 柱保護(hù)層厚度（mm）梁柱重疊部分簡(jiǎn)化為剛域： 梁端簡(jiǎn)化為剛域柱端簡(jiǎn)化為剛域鋼柱計(jì)算長(zhǎng)度系數(shù)：X 向：Y 向：柱配筋計(jì)算原則柱雙偏壓配筋時(shí)進(jìn)行迭代優(yōu)化柱剪跨比計(jì)算原則過(guò)渡層信息：過(guò)渡層個(gè)數(shù)1.000.500.15否否是墻豎向分布筋級(jí)別邊緣構(gòu)件箍筋級(jí)別箍筋間距：梁箍筋間距（mm） 柱箍筋間距（mm）墻水平分布筋間距（mm） 墻分布筋配筋率：墻豎向分布筋配筋率（%）墻最小水平分布筋配

9、筋率（%）梁抗剪配筋采用交叉斜筋方式時(shí)，箍筋與對(duì)角斜筋的配筋強(qiáng)度比HRB400360HRB400360100.00100.00200.00是0.300.00是1.00是否主梁、次梁均執(zhí)行此條分段計(jì)算20.0020.00(九)荷載組合:恒荷載分項(xiàng)系數(shù)G 活荷載分項(xiàng)系數(shù)L 活荷載組合系數(shù)L重力荷載代表值效應(yīng)的活荷組合值系數(shù)EG重力荷載代表值效應(yīng)的吊車(chē)荷載組合值系數(shù)風(fēng)荷載分項(xiàng)系數(shù)W風(fēng)荷載組合值系數(shù)W1.201.400.70是否0.500.501.400.601.300.500.701.401.401.40有側(cè)移有側(cè)移按單偏壓計(jì)算否簡(jiǎn)化方式（H/2h0）水平豎向作用分項(xiàng)系數(shù)Eh作用分項(xiàng)系數(shù)Ev吊車(chē)荷載

10、組合值系數(shù)溫度荷載分項(xiàng)系數(shù) 吊車(chē)荷載分項(xiàng)系數(shù) 特殊風(fēng)荷載分項(xiàng)系數(shù)溫度作用的組合值系數(shù)：僅考慮恒、活荷載參與組合考慮風(fēng)荷載參與組合0(八)配筋信息:0.600.000.000.30否鋼筋級(jí)別： 梁主筋級(jí)別梁箍筋級(jí)別柱主筋級(jí)別柱箍筋級(jí)別墻主筋級(jí)別墻水平分布筋級(jí)別HRB400360 HRB400360 HRB400360 HRB400360 HRB400360HRB400360考慮僅作用參與組合砼構(gòu)件溫度效應(yīng)折減系數(shù)采用自定義組合及工況(十)規(guī)程:結(jié)構(gòu)高度框架梁附加彎矩調(diào)整系數(shù)0.2V0 調(diào)整時(shí)，調(diào)整與框架柱相連的框架梁端彎矩A 級(jí)1.00表 1-4超配系數(shù)信息表是(十一)性能設(shè)計(jì):按照高規(guī)方法進(jìn)行

11、性能設(shè)計(jì)不考慮(十二)其他重要參數(shù):主控自由度總數(shù)105992.樓層信息表 1-1 構(gòu)件材料圖 1-1 全樓構(gòu)件材料簡(jiǎn)圖3. 層塔屬性表 1-2 梁柱板鋼筋強(qiáng)度表 1-5 樓層屬性表表 1-3 墻鋼筋強(qiáng)度層號(hào)墻主筋墻水平分布筋墻豎向分布筋邊緣構(gòu)件箍筋墻豎筋率(%)1-63603603603600.30%層號(hào)約束邊緣構(gòu)件層過(guò)渡層底部加強(qiáng)區(qū)樓層轉(zhuǎn)換層加強(qiáng)層薄弱層頂部小塔樓3-621層號(hào)柱縱筋柱箍筋梁縱筋梁箍筋1-6360360360360層號(hào)梁柱(含支撐)墻數(shù)量材料數(shù)量材料數(shù)量材料6557C3061C3022C305581C3061C3026C304563C3061C3023C303553C307

12、3C4023C402569C3075C4024C401222C3079C4020C40層號(hào)柱超配系數(shù)墻超配系數(shù)2-611.301.30下表中質(zhì)量比的計(jì)算方法層面積質(zhì)量與上層面積質(zhì)量比值”和“本層面積4.各層等效質(zhì)量與下層面積質(zhì)量比值”的大值表 1-6各層等效(:m,m2)表 2-2各樓層的面積質(zhì)量分布二. 質(zhì)量信息1.結(jié)構(gòu)質(zhì)量分布表 2-1 質(zhì)量分布恒載產(chǎn)生的總質(zhì)量 (t):17133.573活載產(chǎn)生的總質(zhì)量 (t):2018.151圖 2-1 恒載,活載,層質(zhì)量分布曲線結(jié)構(gòu)的總質(zhì)量 (t):19151.724恒載產(chǎn)生的總質(zhì)量包括結(jié)構(gòu)自重和外加恒載結(jié)構(gòu)總質(zhì)量包括恒載、活載產(chǎn)生的質(zhì)量和附加質(zhì)量活

13、載產(chǎn)生的總質(zhì)量和結(jié)構(gòu)的總質(zhì)量是活載折減后的結(jié)果 (1t= 1000kg)層號(hào)恒載質(zhì)量(t)活載質(zhì)量(t)層質(zhì)量(t)質(zhì)量比62348.2232.82581.01.0352213.9288.92502.81.0442110.0299.12409.10.5733810.2439.64249.80.9823842.9503.24346.01.4212808.5254.63063.01.00層號(hào)面積質(zhì)量(kg/m2)面積質(zhì)量比61687.601.0851561.051.0441502.630.9631668.501.1121706.301.4211200.061.00層號(hào)層高累計(jì)層高面積形心 X,Y等

14、效寬B等效高H最大寬BMAX最小寬BMIN63.50023.5001529.4048.35,8.7659.9456.5271.7840.4353.50020.0001603.2648.89,8.3559.5156.9671.4041.0943.50016.5001603.2648.89,8.3559.5156.9671.4041.0933.50013.0002547.0644.83,2.6453.6759.1361.0951.4323.5009.5002547.0644.83,2.6453.6759.1361.0951.4316.0006.0002552.4045.11,3.2651.9156

15、.8560.7947.23圖 2-2質(zhì)量比分布曲線圖 2-4面積質(zhì)量比分布曲線2. 各層剛心、偏心率信息Xstif、Ystif(m):剛心的 X，Y 坐標(biāo)值A(chǔ)lf(Degree):層剛性主軸的方向Eex、Eey:X，Y 方向的偏心率表 2-4 各層剛心、偏心率信息圖 2-3面積質(zhì)量分布曲線層號(hào)XstifYstifAlfEexEey645.493.470.0010.91%11.95%548.491.670.002.04%18.91%448.390.860.001.11%20.79%346.43-0.220.0010.00%3.68%246.51-0.710.0011.09%4.79%148.76

16、0.520.009.93%11.80%三. 荷載信息1. 風(fēng)荷載信息風(fēng)壓:kN/m2迎風(fēng)面積:m2本層風(fēng)荷、樓層剪力:kN樓層彎矩:kN.m表 3-1X 向順風(fēng)向風(fēng)荷載信息圖 3-1X 向風(fēng)荷載下剪力簡(jiǎn)圖表 3-2Y 向順風(fēng)向風(fēng)荷載信息圖 3-2X 向風(fēng)荷載下彎矩簡(jiǎn)圖層號(hào)本層風(fēng)荷樓層剪力樓層彎矩6317.3317.31110.65286.1603.43222.54252.2855.66217.23226.61082.210004.72207.71289.814519.11322.91612.824195.7層號(hào)本層風(fēng)荷樓層剪力樓層彎矩6278.4278.4974.45262.5540.9286

17、7.64231.4772.35570.73207.9980.29001.42190.51170.813099.11296.31467.121901.5圖 3-4 Y 向風(fēng)荷載下彎矩簡(jiǎn)圖四. 抗傾覆和穩(wěn)定驗(yàn)算1. 抗傾覆驗(yàn)算表 4-1 抗傾覆驗(yàn)算2. 整體穩(wěn)定剛重比驗(yàn)算表 4-2 基于作用的剛重比驗(yàn)算適用于彎曲型，彎剪型結(jié)構(gòu)圖 3-3Y 向風(fēng)荷載下剪力簡(jiǎn)圖該結(jié)構(gòu)剛重比 EJD/GH2 大于 1.4，能夠通過(guò)高規(guī)(5.4.4-1)的整體穩(wěn)定驗(yàn)算該結(jié)構(gòu)剛重比 EJD/GH2 大于 2.7，可以不考慮重力二階效應(yīng)表 4-3 基于風(fēng)荷載作用的剛重比驗(yàn)算適用于彎曲型，彎剪型結(jié)構(gòu)該結(jié)構(gòu)剛重比 EJD/GH2

18、 大于 1.4，能夠通過(guò)高規(guī)(5.4.4-1)的整體穩(wěn)定驗(yàn)算該結(jié)構(gòu)剛重比 EJD/GH2 大于 2.7，可以不考慮重力二階效應(yīng)五. 結(jié)構(gòu)分析及設(shè)計(jì)結(jié)果簡(jiǎn)圖1. 結(jié)構(gòu)平面簡(jiǎn)圖工況驗(yàn)算公式驗(yàn)算值WXEJD/GH234.87WYEJD/GH223.32工況驗(yàn)算公式驗(yàn)算值EXEJD/GH233.31EYEJD/GH223.99工況抗傾覆力矩 Mr(kN.m)傾覆力矩 Mov(kN.m)比值 Mr/Mov零應(yīng)力區(qū)(%)EX6157279.5163091.537.750.00EY5649758.0178976.031.570.00WX6416814.522984.0279.190.00WY5887900.

19、525266.6233.030.00(2 1 8 )2 0 0 * 4 0 1 1 (7 0 )(7 1 )(7 2 )(2 0 7 )(2 0 8 )4 0 0 * 6 0 0 14 0 0 * 6 0 0 1 8 0 0 * 8 0 0 1 (7 3 )(7 4 )(7 5 )(7 6 )(7 7 ) (4 )(7 8 )(7 9 )(2 0 5 )4 0 0 * 6 0 0 1 (2 0 6 )(2 0 9 )4 0 0 * 6 0 0 1 (2 1 0 )(2 1 1 )4 0 0 * 6 0 0 1 (2 1 2 )4 0 0 * 6 0 0 1 (2 1 3 )4 0 0 * 6

20、0 0 1 (2 1 4 ) (2 1 5 )3 0 0 * 7 0 0 1 4 0 0 * 6 0 0 1 4 0 0 * 6 0 0 1 8 0 0 * 8 0 0 1 3 0 0 * 7 0 0 1 300 (6 9 )8 0 0 * 8 0 0 1 (2 0 3 )4 0 0 * 6 0 0 1 8 0 0 * 8 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 (2 0 2 )4 0 0 * 6 0 0 1 8 0 0 * 8 0 0

21、 1 (1 8 5 )2 5 0 * 6 0 0 1 (1 8 6 )(1 8 7 )2 5 0 * 6 0 0 12 5 0 * 6 0 0 1 (1 8 8 )2 5 0 * 6 0 0 1 (1 8 9 )2 5 0 * 5 0 0 1 (1 9 0 )2 5 0 * 5 0 0 1 (1 8 4 )2 5 0 * 6 0 0 1 (1 8 0 )2 5 0 * 6 0 0 1 (1 7 5 )(1 7 6 )3 0 0 * 6 0 0 1 3 0 0 * 6 0 0 1 (1 7 7 )3 0 0 * 6 0 0 1 (1 6 3 )2 5 0 * 6 0 0 1 (1 6 4 )2

22、5 0 * 6 0 0 1 (1 6 5 ) 2 5 0 * 5 0 0 1 (1 6 6 )2 5 0 * 5 0 0 1 (6 7 )(6 8 ) (8 )(1 6 1 )3 0 0 * 5 0 0 1 300 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 (5 8 )(5 9 )(6 )(6 1 )(6 2 )(6 3 )(6 4 )(6 6 )(1 4 0 )(1 4 1 )(1 4 2 )3 0 0 * 7 0 0 1 (1 4 3 )(1 4 4 )3 0 0 * 7 0 0 1 (1 4 5 )(1 4 6 )3 0 0 * 7 0 0 1 (1 4 7 )3

23、0 0 * 7 0 0 1 (1 4 8 )3 0 0 * 7 0 0 1 (1 4 9 )(1 5 0 )(1 5 1 )3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 8 0 0 * 8 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 8 0 0 * 8 0 0 1 3 0 0 * 7 0 0 1 8 0 0 * 8 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0

24、1 8 0 0 * 8 0 0 1 (1 3 9 )2 5 0 * 6 0 0 1 (5 4 ) (5 5 )(5 6 )(5 7 )(4 7 )(4 8 )(4 9 )(5 0 )(5 1 )(5 2 )(5 3 )(1 1 8 )(1 1 9 )3 0 0 * 7 0 0 1 (1 2 0 )(1 2 1 )3 0 0 * 7 0 0 1 (1 2 2 )3 0 0 * 6 0 0 1 (1 2 3 )3 0 0 * 6 0 0 1 (1 2 4 )3 0 0 * 6 0 0 1 (1 2 5 )3 0 0 * 7 0 0 1 (1 2 6 )3 0 0 * 5 0 0 1 (1 2 7

25、)3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 6 0 0 * 7 0 0 1 6 0 0 * 7 0 0 1 6 0 0 * 7 0 0 1 6 0 0 * 7 0 0 1 8 0 0 * 7 0 0 1 7 0 0 * 7 0 0 1 7 0 0 * 7 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 (1 1 5 )2 5 0 * 6 0 0 1 (4 2 )(4 3 )(4 4 )(4 5 )(4 6 )(1 0 8 )(1 0 9 )3 0 0

26、 * 7 0 0 1 3 0 0 * 5 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 1 0 0 0 * 9 0 0 1 1 0 0 0 * 9 0 0 1 (1 0 4 )2 5 0 * 6 0 0 1 (4 1 )(1 0 1 )2 5 0 * 5 0 0 1 4 0 0 * 4 0 0 1 (3 6 )(3 7 )(3 8 )(3 9 )(4 0 )(9 6 )3 0 0 * 5 0 0 1 (9 7 )3 0 0 * 7 0 0 1 1 0 0 0 * 9 0 0 1 1 0 0 0 * 9 0 0 1 8 0 0 * 8

27、 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 (9 2 )2 5 0 * 6 0 0 1 (3 1 )(3 2 )(3 3 )(3 4 )(3 5 )(3 0 )(8 3 )(8 4 )(8 5 )3 0 0 * 7 0 0 1 (8 6 )3 0 0 * 7 0 0 1 2 5 0 * 5 0 0 1 3 0 0 * 5 0 0 1 4 0 0 * 4 0 0 1 8 0 0 * 8 0 1 8 0 0 * 8 0 1 8 0 0 * 8 0 0 1 1 0 0 0 * 9 0 0 1 1 0 0 0 * 9 0 0 1 (2 5 )(2 6 )(2 )(2

28、)(2 9 )(2 4 )(7 4 )(7 5 )(7 6 )3 0 0 * 7 0 0 1 (7 7 )3 0 0 * 7 0 0 1 2 5 0 * 5 0 0 1 3 0 0 * 5 0 0 1 4 0 0 * 4 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 1 0 0 0 * 9 0 0 1 1 0 0 0 * 9 0 0 1 (7 1 )2 5 0 * 6 0 0 1 (1 9 )(2 0 ) (2 1 ) (2 2 )(2 3 )(6 3 ) (6 4 )3 0 0 * 7 0 0 1 3 0 0 * 5 0 0 1

29、8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 1 0 0 0 * 9 0 0 1 1 0 0 0 * 9 0 0 1 (1 8 )(5 9 )2 5 0 * 5 0 0 1 (5 8 )2 5 0 * 6 0 0 1 4 0 0 * 4 0 0 1 (1 1 ) (1 4 ) 3 0 0 * 7 0 0(21)3 0 0 * 7 0 0(41173 )(4 8 )(1 2 )(1 3 )(1 5 )(1 6 ) (1 7 ) (42 90 ) (4 1 )3 0 0 * 6 0 0 1 1 0 0 0 * 9 0 0 1 (4 2 )3 0 0

30、 * 6 0 0 1 (4 3 )3 0 0 * 6 0 0 1 (4 4 ) 3 0 0 * 6 0 0 1 (5 0 )(5 1 )3 0 0 * 7 0 0 1 (5 2 )3 0 0 * 7 0 0 1 (4 5 ) 300 (34060) *360000 3100 * 7 0 0 1 3 0 0 *370000 1 3 0 0 * 5 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 1 0 0 0 * 9 0 0 1 (1 0 )(3 3 )2 0 0 * 4

31、0 0 1 (2 8 ) 3 0 0 * 5 5 0 1 (2 9 )3 0 0 * 5 5 0 1 (3 0 )3 0 0 * 5 5 0 1 8 0 0 * 8 0 0 1 (2 5 )2 5 0 * 6 0 0 1 (1 9 )2 0 0 * 4 0 0 1 (8 )9 0 0 * 5 0 0 1 (9 )9 0 0 * 5 0 0 1 (1 5 ) 3 0 0 * 5 5 0 1 (1 6 )3 0 0 * 5 5 0 1 (1 7 )3 0 0 * 5 5 0 1 (2 )(3 )(4 )(5 )(6 ) (3 )(1 4 )(7 )(1 )9 0 0 * 5 0 0 1 (6 )(

32、9 )(4 )(5 )3 0 0 * 6 0 0 1 (6 )3 0 0 * 6 0 0 1 (7 )3 0 0 * 6 0 0 1 3 0 0 * 6 0 0 1 8 0 0 * 8 0 0 1 300 300 300 300 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 8 0 0 * 8 0 0 1 (1 )2 0 0 * 4 0 1 1 圖 5-11 層結(jié)構(gòu)平面簡(jiǎn)圖(1 3 0 )4 0 0 * 5 0 0 1 (1 7 0 )4 0 0 * 6 0 0 1 (1 7 1 )2 5 0 * 5 0 0 1

33、 (1 3 1 )3 0 0 * 5 0 0 1 (1 7 2 )3 0 0 * 7 0 0 1 (2 0 4 )3 0 0 * 7 0 0 1 (1 )300 (1 5 )300 (1 2 )300 (1 3 2 )3 0 0 * 5 0 0 1 (1 9 5 )2 0 1 * 4 0 0 1 (1 9 6 )2 0 1 * 4 0 0 1 (1 3 3 )3 0 0 * 5 0 0 1 (1 5 5 )3 0 0 * 7 0 0 1 (1 7 8 )3 0 0 * 7 0 0 1 (1 9 7 )3 0 0 * 7 0 0 1 (6 7 )2 0 0 * 6 0 0 1 (7 8 )2 0

34、 0 * 6 0 0 1 (9 3 )2 0 0 * 6 0 0 1 (1 2 )4 0 0 * 6 0 0 1 (3 2 )4 0 0 * 6 0 0 1 (5 5 )4 0 0 * 6 0 0 1 (6 2 )4 0 0 * 6 0 0 1 (6 8 )4 0 0 * 6 0 0 1 (7 9 )4 0 0 * 6 0 0 1 (8 9 )4 0 0 * 6 0 0 1 (9 8 )4 0 0 * 6 0 0 1 (1 0 5 )4 0 0 * 6 0 0 1 (1 1 2 )4 0 0 * 6 0 0 1 (1 3 4 )3 0 0 * 5 0 0 1 (1 5 6 )3 0 0 * 7

35、 0 0 1 (1 7 9 )3 0 0 * 7 0 0 1 (1 9 8 )3 0 0 * 7 0 0 1 (8 )3 0 0 * 5 5 0 1 (2 0 )3 0 0 * 5 5 0 1 (3 4 )3 0 0 * 5 5 0 1 (1 6 2 )2 5 0 * 6 0 0 1 (1 9 2 )2 5 0 * 6 0 0 1 (9 )3 0 0 * 6 0 0 1 (2 1 )3 0 0 * 6 0 0 1 (3 5 )3 0 0 * 6 0 0 1 (1 3 5 )3 0 0 * 5 0 0 1 (1 5 7 )(1 6 9 ) (1 8 3 )(1 9 9 )3 0 0 * 7 0

36、0 1 3 0 0 * 7 030010* 7 0 0 1 3 0 0 * 7 0 0 1 (1 0 )3 0 0 * 7 0 0 1 (2 2 )3 0 0 * 7 0 0 1 (3 6 )3 0 0 * 7 0 0 1 (1 3 6 )3 0 0 * 5 0 0 1 (1 5 8 )(1 8 1 )3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 (2 0 0 )3 0 0 * 7 0 0 1 (5 )(1 1 )(1 8 ) (2 7 )(3 7 )3 0 0 * 7 0 0 1 3 0 0 * 7 030010* 7 0 0 310 0 * 7 0 0 1 (5 6 )3

37、 0 0 * 6 0 0 1 (6 9 )3 0 0 * 6 0 0 1 (8 0 )3 0 0 * 6 0 0 1 (9 0 )3 0 0 * 6 0 0 1 (1 0 2 )3 0 0 * 6 0 0 1 (1 1 3 )3 0 0 * 6 0 0 1 (1 3 7 )3 0 0 * 5 0 0 1 (1 6 8 ) (1 8 2 )(2 0 1 )300 3 0 0 * 7 030010* 7 0 0 1 3 0 0 * 7 0 0 1 (1 5 9 )2 0 0 * 4 0 0 1 (1 3 )(2 4 ) (3 1 )(3 9 )3 0 0 * 6 0 0 1 3 0 0 * 6 0

38、30001*6 0 0 310 0 * 6 0 0 1 (1 6 0 )2 0 0 * 4 0 0 1 (7 )300 (1 9 )300 (1 8 )300 (2 )0 0 * 4 0 1 1 (1 4 )3 0 0 * 7 0 0 1 (2 6 )(4 0 )3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 (5 7 )3 0 0 * 6 0 0 1 (7 0 )3 0 0 * 6 0 0 1 (9 1 )3 0 0 * 6 0 0 1 (1 0 3 )3 0 0 * 6 0 0 1 (1 1 4 )3 0 0 * 6 0 0 1 (1 3 8 )3 0 0 * 6 0 0

39、1 (1 5 4 )(1 6 7 )3 0 0 * 7 0 0 130 0 * 7 0 0 1 (1 9 1 )3 0 0 * 7 0 0 1 (2 1 6 )2 0 0 * 4 0 1 1 (1 0 )300 (1 7 )300 (1 6 )300 (3 )0 0 * 4 0 1 1 (2 3 )4 0 0 * 6 0 0 1 (5 3 )4 0 0 * 6 0 0 1 (6 0 )4 0 0 * 6 0 0 1 (6 5 )4 0 0 * 6 0 0 1 (7 2 )4 0 0 * 6 0 0 1 (8 7 )4 0 0 * 6 0 0 1 (9 4 )4 0 0 * 6 0 0 1 (9

40、 9 )4 0 0 * 6 0 0 1 (1 0 6 )4 0 0 * 6 0 0 1 (1 1 0 )4 0 0 * 6 0 0 1 (1 1 6 )4 0 0 * 6 0 0 1 (1 2 8 )4 0 0 * 6 0 0 1 (1 5 2 )4 0 0 * 6 0 0 1 (1 7 3 )4 0 0 * 6 0 0 1 (1 9 3 )(2 1 7 )4 0 0 * 6 0 0 1 2 0 0 * 4 0 1 1 (1 1 )300 (3 8 )3 0 0 * 7 0 0 1 (8 1 )2 5 0 * 5 0 0 1 (5 4 )4 0 0 * 6 0 0 1 (6 1 )4 0 0

41、* 6 0 0 1 (6 6 )4 0 0 * 6 0 0 1 (7 3 )4 0 0 * 6 0 0 1 (8 2 )4 0 0 * 6 0 0 1 (8 8 )4 0 0 * 6 0 0 1 (9 5 )4 0 0 * 6 0 0 1 (1 0 0 )4 0 0 * 6 0 0 1 (1 0 7 )4 0 0 * 6 0 0 1 (1 1 1 )4 0 0 * 6 0 0 1 (1 1 7 )4 0 0 * 6 0 0 1 (1 2 9 )4 0 0 * 6 0 0 1 (1 5 3 )4 0 0 * 6 0 0 1 (1 7 4 )4 0 0 * 6 0 0 1 (1 9 4 )4 0

42、0 * 6 0 0 1 0807(6500(5 6 3 )2 0 0 * 4 0 1 1 (7 4 )(6 6 )(6 7 )(6 8 )(6 9 )(7 0 )(7 1 )(7 2 )(7 3 )(7 5 )(4 )(5 4 0 )(5 4 1 )(5 4 2 )(5 4 3 )(5 4 4 )(5 4 5 )3 0 0 * 7 0 0 1 (5 4 6 )(5 4 7 )(5 4 8 )(5 4 9 )(5 5 0 )(5 5 1 )(5 5 2 )(5 5 3 )(5 5 4 )(5 5 5 )(5 5 6 )(5 5 7 )(5 5 8 )(5 5 9 )(5 6 0 )3 0 0 *

43、 7 0 0 1 6 0 0 * 6 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 13 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 6 0 0 * 6 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 0 * 7 0 0 1 3 0 0 *

44、7 0 0 1 3 0 0 * 7 0 0 1 3 0 0 * 7 0 0 1 200 6 0 0 * 6 0 1 6 0 0 * 6 0 0 1 6 0 0 * 6 0 0 1 6 0 0 * 6 0 0 1 6 0 0 * 6 0 0 1 6 0 0 * 6 0 0 1 6 0 0 * 6 0 0 1 6 0 0 * 8 0 0 1 (6 5 )(5 3 1 )(5 3 2 )(5 3 3 )3 0 0 * 6 0 0 13 0 0 * 6 0 0 1 3 0 0 * 6 0 0 1 6 0 0 * 6 0 0 1 (5 1 2 )(5 1 3 )(5 1 4 )(5 1 5 )3 0 0

45、 * 4 0 1 1 3 0 0 * 4 0 1 1 3 0 0 * 4 0 1 1 3 0 0 * 4 0 1 1 (4 9 2 )3 0 0 * 5 0 0 1 (4 9 3 )(4 9 4 )(4 9 5 )3 0 0 * 5 0 0 13 0 0 * 5 0 0 1 3 0 0 * 4 0 0 1 (4 9 6 )3 0 0 * 4 0 0 1 (4 9 7 )(4 9 8 )(4 9 9 )(5 0 0 )(5 0 1 )(5 0 2 )(5 0 3 )(5 0 4 )(5 0 5 )(5 0 6 ) 3 0 0 * 4 0 0 1 3 0 0 * 4 0 0 1 3 0 0 * 4 0 0 1 3 0 0 * 4 0 0 1