U型管换热器毕业设计

1、aaU形管换热器设备计算计算单位壳程设计压力 2.10MPa管程设计压力0.66MPa筒体筒体公称直径1200.00mm换热器筒体最小壁厚9.00mm筒体名义厚度16.00mm校核合格筒体法兰厚度130.00校核合格刖 端 管 箱前端管箱筒体名义厚度14.00mm校核合格前端管箱封头名义厚度14.00mm校核合格前端管箱法兰厚度84.00mm校核合格后端管箱后端管箱封头名义厚度18.00mm校核合格管板管板厚度140.00mm校核合格CC管程设计温度40.00壳程设计温度120.00U形管式换热器筒体计算结果计算单位沈阳陆正重.匚集团有限公司计算条件筒体简图计算压力Pc2.10MPa一设计温度

2、t120.00C一1 1内径Di1200.00mm材料S31603(板材)试验温度许用应力120.00MPa设计温度许用应力118.80MPa-Di ， *试验温度下屈服点s180.00MPa钢板负偏差 C110.80mm腐蚀裕量C21.00mm1r-焊接接头系数1.00厚度及重量计算计算厚度PcDi=2 tPc = 10.70mm有效厚度e = n - C1- C2= 14.20mm名义厚度n =16.00mm重量3118.70Kg压力试验时应力校核压力试验类型气压试验试验压力值Pt = 1.15 P 畀 =2.4400（或由用户输入）MPa压力试验允许通过的应力水平Tt 0.80 s =1

3、44.00MPa试验压力下 圆筒的应力T = pT.(Die) = 104.322 e.MPa校核条件TT校核结果合格压力及应力计算最大允许工作压力2 e tPw= (Die) = 2.77872MPa设计温度下计算应力艮0 e)t =2 e= 89.78MPat118.80MPa校核条件t > t结论合格前端管箱筒体计算结果计算单位沈阳陆正重.匚集团有限公司计算条件筒体简图计算压力Pc0.66MPa一设计温度t40.00C一1 1内径Di1200.00mm材料Q235-B(板材)试验温度许用应力116.00MPa设计温度许用应力115.25MPa-Di ， *试验温度下屈服点s235.

4、00MPa钢板负偏差 C110.80mm腐蚀裕量C21.50mm1r-焊接接头系数0.85厚度及重量计算计算厚度PcDi=2 tPc = 4.06mm有效厚度e = n - C1- C 2= 11.70mm名义厚度n =14.00mm重量285.01Kg压力试验时应力校核压力试验类型液压试验试验压力值Pt = 1.25 P 畀 =0.8250（或由用户输入）MPa压力试验允许通过的应力水平Tt 0.90 s = 211.50MPa试验压力下 圆筒的应力t = pT.(Diel = 50.262 e.MPa校核条件TT校核结果合格压力及应力计算最大允许工作压力2 e tPw= (Di e) =

5、1.89182MPa设计温度下计算应力FUDie)t =2 e = 34.18MPat97.96MPa校核条件t> t结论合格前端管箱封头计算结果计算单位沈阳陆正重工集团有限公司计算条件椭圆封头简图计算压力Pc0.66MPa设计温度t内径Di曲面昌度 hi40.001200.00300.00CmmmmS'n- 7:Eli»|材料Q235-B（板材）设计温度许用应力t115.25MPa试验温度许用应力116.00MPa钢板负偏差 Cl0.80mm腐蚀裕量C23.18mm焊接接头系数0.85厚度及重量计算形状系数2K = 1 2 2=1.000062hi计算厚度KPc Di

6、=2 t 0.5Pc = 4.05mm有效厚度e = n - C1- C2= 10.02mm最小厚度min = 3.00mm名义厚度n = 14.00mm结论满足最小厚度要求重量181.08Kg压力计算最大允许工作压力2 t ePw= KDi 0.5 e = 1.62917MPa结论合格后端封头计算结果计算单位沈阳陆正重工集团有限公司计算条件椭圆封头简图计算压力Pc2.10MPa设计温度t内径Di曲面昌度 hi120.001200.00300.00CmmmmS'n- 7:Eli»|材料S31603（板材）设计温度许用应力t118.80MPa试验温度许用应力120.00MPa钢

7、板负偏差 Cl0.80mm腐蚀裕量C23.16mm焊接接头系数0.85厚度及重量计算形状系数2K = 1 2 2=1.000062hi计算厚度KPc Di=2 t0.5Pc = 12.54mm有效厚度e = n - C1- C2= 14.04mm最小厚度min = 2.00mm名义厚度n = 18.00mm结论满足最小厚度要求重量234.67Kg压力计算最大允许工作压力2 t ePw= KDi 0.5 e = 2.34919MPa结论合格a筒体法兰计算结果计算单位设计条件设计压力 p2.100MPa计算压力pc2.100MPa设计温度t120.0C轴向外载荷F0.0N外力矩M0.0N.mm壳体

8、材料名称S31603许用应力"118.8MPa法兰材料名称16Mn许用应力f174.0MPaf169.6MPa螺材料名称40MnB许用 应力b212.0MPaIL186.6MPa栓公称直径d b27.0mm螺栓力g径d i23.8mm数量n48个结构尺寸mmDi1200.0Do1395.0Db1340.0D外1277.0Le27.5La50.0材料类型软垫片N20.0压紧面形状1a,1bd内1237.0§010.0h10.0Si20.0m3.00y(MPa)69.0b8.00Dg1261.0bo< 6.4mmb= bobo > 6.4mmb=2.53 . b0b

9、o < 6.4mmDg= ( D外+D 内)/2bo > 6.4mmDg= D外-2 b螺栓受力计算预紧状态下需要的最小螺栓载荷WaWa= Tt bDG y = 2186924.8N操作状态下需要的最小螺栓载荷WpWp = Fp + F = 3021988.5N所需螺栓总截面积AmAm = max ( Ap ,Aa ) = 16195.0mm2实际使用螺栓总截面积AbAb =n-d，= 21268.2mm2力矩计算操_ _ 2Fd = 0.785 Di pc=2373840.0NLd= L a+ 0.5 S 1=60.0mmMd= Fd Ld=142430400.0N'mm

10、作Fg = Fp=399149.3NLg= 0.5 ( Db - Dg ) =39.5mmMg= Fg Lg=15766618.0N'mmMpFt= F-Fd =247469.8NLt=0.5( La +1 + Lg )=54.8mmMt= Ft Lt=13549038.0N'mm外压：Mp = Fd (Ld - Lg )+Ft(Lt-Lg );内压：Mp = Md+Mg+MtMp = 171746064.0N'mm预紧MaW = 3971102.2NLg = 39.5mmMa = WLG =156860720.0N.mm计算力矩Mo= Mp 与 Maft/f中大者Mo

11、 =171746064.0N.mm螺栓间距校核实际间距LDb = 87.7nmm最小间距Lmin 62.0(查 GB150-98 表 9-3)mm最大间距Lmax276.9mm形状常数确定hbjDi 0109.54h/h o = 0.1K = Do/D I = 1.1631，02.0由K查表9-5得T= 1.854Z =6.691Y =12.961U = 14.243整体法兰查图9-3和图9-4Fi=0.90436Vi=0.44809e Fi/h0 0.00826松式法兰查图9-5和图9-6Fl=0.00000Vl=0.00000e FL h0 0.00000查图9-7由 1/ o得f = 3

12、.34688整体法兰zU h 2d 1ho oVi=348194.7松式法兰z U卜2 d1 ho oVl=0.03 fd 6.3。=s f e+1 =2.07=/T=1.124d-fe 1 2.433=7.43剪应力校核计算值许用值结论预紧状态W1 -d-t51.30MPa10.8 n校核合格操作状态Wp2-39.04DJMPa20.8 n校核合格输入法兰厚度S f = 130.0 mm时，法兰应力校核应力 性质计算值许用值结论轴向应力fM oH2161.2212D iMPa1.5 ； =254.4 或2.5 n =297.0 （按整体法兰设计白 任意式法兰，取1.5 n ）校校核合格径向应

13、力(1.33 f e 1)M 0 r 2 2.77f2DiMPatf = 169.6校核合格切向应力M°YtTD- Z r 91.22f D iMPatf = 169.6校核合格综合 应力max(0.5( hr),0.5( h t)=126.22MPatf = 169.6校核合格法兰校核结果校核合格前端管箱法兰计算结果计算单位设计条件设计压力 p2.100MPa计算压力pc2.100MPa设计温度t40.0C轴向外载荷F0.0N外力矩M0.0N.mm壳体材料名称Q235-B许用应力"115.2MPa法兰材料名称16Mn许用应力f178.0MPaf178.0MPa螺材料名称4

14、0MnB许用 应力b212.0MPaIL206.2MPa栓公称直径d b27.0mm螺栓力g径d i23.8mm数量n48个结构尺寸mmDi1200.0Do1395.0Db1340.0D外1277.0Le27.5La38.0材料类型软垫片N20.0压紧面形状1a,1bd内1237.0§022.0h48.0Si32.0m3.00y(MPa)69.0b8.00Dg1261.0bo< 6.4mmb= bobo > 6.4mmb=2.53 . b0bo < 6.4mmDg= ( D外+D 内)/2bo > 6.4mmDg= D外-2 b螺栓受力计算预紧状态下需要的最小

15、螺栓载荷WaWa= Tt bDG y = 2186924.8N操作状态下需要的最小螺栓载荷WpWp = Fp + F = 3021988.5N所需螺栓总截面积AmAm = max ( Ap ,Aa ) = 14652.1mm2实际使用螺栓总截面积AbAb =n-d，= 21268.2mm2力矩计算操_ _ 2Fd = 0.785 Di pc=2373840.0NLd= L a+ 0.5 S 1=54.0mmMd= Fd Ld=128187360.0N'mm作Fg = Fp=399149.3NLg= 0.5 ( Db - Dg ) =39.5mmMg= Fg Lg=15766618.0N

16、'mmMpFt= F-Fd =247469.8NLt=0.5( La +1 + Lg )=54.8mmMt= Ft Lt=13549038.0N'mm外压：Mp = Fd (Ld - Lg )+Ft(Lt-Lg );内压：Mp = Md+Mg+MtMp = 157503024.0N'mm预紧MaW = 3807550.2NLg = 39.5mmMa = WLG =150400320.0N.mm计算力矩Mo= Mp 与 Maft/f中大者Mo =157503024.0N.mm螺栓间距校核实际间距LDb = 87.7nmm最小间距Lmin 62.0(查 GB150-98 表

17、 9-3)mm最大间距Lmax198.0mm形状常数确定hqDi 0162.48h/h o = 0.3K = Do/D I = 1.1631，01.5由K查表9-5得T= 1.854Z =6.691Y =12.961U = 14.243整体法兰查图9-3和图9-4Fi=0.88118Vi=0.38133e Fi/h0 0.00542松式法兰查图9-5和图9-6Fl=0.00000Vl=0.00000e FL h0 0.00000查图9-7由 1/ o得f = 1.09485整体法兰zU h 2d 1 ho oVi =2937251.5松式法兰z U卜2 d1 ho oVl=0.03 fd 0.

18、2。=s f e+1 = 1.46=/T=0.794d-fe 11.613=0.99剪应力校核计算值许用值结论预紧状态W1 -d-t0.00MPa10.8 n操作状态Wp 20.00DilMPa20.8 n输入法兰厚度S f = 84.0 mm时，法兰应力校核应力 性质计算值许用值结论轴向应力fM oH2142.1912D iMPa1.5 ； =267.0 或2.5 n =288.1 （按整体法兰设计白 任意式法兰，取1.5 n ）校校核合格径向应力(1.33 f e 1)M 0 r 2 30.30f2DiMPatf = 178.0校核合格切向应力M°YtTD- Z r 38.37f

19、 D iMPatf = 178.0校核合格综合 应力max(0.5( hr),0.5( h t)=90.28MPatf = 178.0校核合格法兰校核结果校核合格aaU型管换热器管板计算计算单位沈阳陆正重工集团有限公司设计条件壳程设计压力 ps2.10MPa管程设计压力pt0.66MPa壳程设计温度ts120.00C管程设计温度tt40.00C壳程筒体壁厚s16.00mm管程筒体壁厚h14.00mm壳程筒体腐蚀裕量C1.00mm管程筒体腐蚀裕量C1.50mm换热器公称直径Di1200.00mm换热管使用场合一场合管板与法兰或圆筒连接方式(a b c d 型)a型换热管与管板连接方式（胀接或焊接

20、)焊接材料（名称及类型）S31603锻件名义厚度n140.00mm管强度削弱系数0.40刚度削弱系数0.40材料泊松比0.30隔板槽面积A©18000.002 mm换热管与管板胀接长度或焊脚高度l4.50mm设计温度下管板材料弹性模量Ep187800.00MPa设计温度下管板材料许用应力；93.00MPa许用拉月力q49.50MPa壳程侧结构槽深h10.00mm板管程侧隔板槽深h26.00mm壳程腐蚀裕量Cs1.00mm管程腐蚀裕量Ct1.50mm材料名称S31603换管子外径d25.00mm执 八'、管子壁厚t2.50mm管U型管根数n494根换热管中心距S32.00mm设

21、计温度下换热管材料许用应力t99.00MPa垫片a型垫片材料软垫片压紧面形式1a 或 1b垫片外径Do1277.00mm垫片内径Di1237.00mm垫片厚度gmm垫片接触回宽度mm垫片压紧力作用中心园直径Dg1261.00mmEf （ c 型）管板材料弹性模量187800.00MPa"Ef （ d 型）管板材料弹性模量187800.00MPaEh（bd 型）管箱圆筒材料弹性模量200000.00MPaEs （bc 型）壳程圆筒材料弹性模量187800.00MPabf （ c d 型）管板延长部分形成的凸缘宽度0.00mmf （ c 型）壳体法兰或凸缘厚度0.00mm'

22、9;一.f （ d 型）管箱法兰或凸缘厚度0.00mm参数计算管板布管区面积At三角形排列一- 2一At 17 32 ns Ad894142.562 mm正方形排列At 2nS2 A一根换热管管壁 金属横截面积aatn（dtn） = 176.712 mm管板开孔前抗弯刚度 Db c d 型D 12E；2）0.00N , m m管板布管区当 量直径DtDt v'4At /1066.98mm半径 Ra型R Dg/ 2630.50mm其他R DJ 2系数tt DJ 2R 0.85系数按 s/ Di 和 f/ Di 查图得：=0.000000系数按 h/ Di 和 / Di 查图得：=0.00

23、0000壳程圆筒与法兰 或凸缘的旋转刚 度参数 Kfa d型Kf = 0MPab c型一一,一312Efbf 2 f'Kfff1Es0.0012 Di bfDi管箱圆筒与法兰 或凸缘的旋转刚 度参数 Kfa ,c型Kf = 0MPab ,d型, 一 一“，_ “ 31 2 Ef bf 2 fKf ff -_LEh0.0012 Di bfDi管板边缘旋转刚参数Kfa型Kf = 0MPa其他Kf Kf Kf 0.00旋转刚度无量刚系数Kf_ 2cK 拶Kf S00系数Cc,Ce,CMCc 0.2775按f和" t ,查图分别得：Ce 0.0549Cm 0.0000管板厚度或管板应

24、力计算a型管板计算厚度0.82Dg ICifdLPd 取 |Ps |、|R |大值弋:129.408mm管板名义厚度nnCs Ct137.000mm结论合格b cd型管板中心处径向应力rlr 0Ps= 0CcDi 2r|r0 一|Ps PLMPaPt = 0!ZCcDir|r 0|Ps Pt| MPa布管区周边处 径向应力r |r RtPs= 02CeDir|r Rt -|Ps Pt| 一MPaPt = 0CeDi 2r|r Rt |Ps Pt| 一MPa边缘处径向应力r|r RPs= 03D 2r|r R -Cm |Ps Ft| 一MPaPt = 03D 2r|r R -Cm|Fs Ft|

25、MPa管板应力校核单位：MPab cd型Ps工况| r| r=0 =15 r| r| r=Rt =1.5 r| r| r=R =15 rPt工况| r| r=0 =15 r| r| r=Rt =1.5 r| r| r=R =15 r换热管轴向应力计算及校核t : MPa （单位）计算工况计算公式计算结果校核只有壳程设计压力Ps,管程设计压力 R =0 :d2 t(PsR),Pt=| -5.83 |& t合格只有管程设计压力Pt,壳程设计压力 Ps =0 :| 1.17 |< t合格壳程设计压力 Ps,管程 设计压力R同时作用：| -4.66 |& t合格换热管与管板连接拉

26、脱力校核拉脱力qq|d2.92& qMPa校核合格重量709.94Kg注：带#号的材料数据是设计者给定的。开孔补强计算计算单位沈阳陆正重匚集团有限公司接管：N12AB3 , 4 377 x9计算方法：HG20582-98等面积补强法，单孔设 计条 件简图计算压力pc0.66MPa设计温度40Cz壳体型式圆形筒体壳体材料Q235-B名称及类型板材壳体开孔处焊缝系数40.85壳体内直径D1200nim壳体开孔处名义厚度 8 n14mim壳体厚度负偏差Cl0.8mim壳体腐蚀裕量C21.5mim壳体材料许用应力bt115.2 MIPa开孔中心到壳体轴线的距离250mm接管轴线与壳体表面法线的

27、夹角24.62度接管实际外伸长度150mm接管材料名称及类型20(GB8163) ,<#接管实际内伸长度0mm接管焊缝系数1接管腐蚀裕量1.5mm补强圈材料名称凸形封头开孔中心至 封头轴线的距离mm补强圈外径mm补强圈厚度mm接管厚度负偏差Cl1.125mm补强圈厚度负偏差C1mm接管材料许用应力bf150.8MPa补强圈许用应力bfMPa开孔补强计算壳体计算厚度84.056mm接管计算厚度St0.788mm补强圈强度削弱系数frr0接管材料强度削弱系数fr1接管有效外伸长度hi57.26mm接管有效内伸长度h20mm计 算 截 面图示截面与图示成90度的截面应力校正系数F0.51开孔直

28、径d (mm)405.9364.2补强区有效宽度B(mm)811.7728.5开孔削弱所需的补强面积A (mm 2)699.61256壳体多余金属面积Ai (mm 2)33372367接管多余金属面积A2 (mm 2)639.8639.8补强区内的焊缝面积A3 (mm 2)6464补强圈面积 A4 (mm 2)002、A1+A2+A3+A4 (mm )40413070计算截面的校核结果合格合格结论：补强满足要求。开孔补强计算计算单位沈阳陆正重二集团有限公司接管：N45AB6 ,卜 377 x25计算方法：GB150-1998等面积补强法,单孔设计条件简图计算压力pc2.1MPa设计温度120C

29、壳体型式圆形筒体壳体材料名称及类型S31603板材Ai111壳体开孔处焊接接头系数1壳体内直径Di壳体开孔处名义厚度8n120016mmmmAy 4AAi壳体厚度负偏差Ci0.8mm壳体腐蚀裕量C21mm壳体材料许用应力bf118.8MPa接管实际外伸长度150mm接管实际内伸长度0mm接管材料名称及类型S31603管材接管焊接接头系数1接管腐蚀裕量1.5mm补强圈材料名称凸形封头开孔中心至 封头轴线的距离mm补强圈外径mm补强圈厚度mm接管厚度负偏差 Cit3.125mm补强圈厚度负偏差C1rmm接管材料许用应力bf99MPa补强圈许用应力"MPa开孔补强计算壳体计算厚度810.7

30、mm接管计算厚度St3.505mm补强圈强度削弱系数frr0接管材料强度削弱系数fr0.833开孔直径d336.2mm补强区有效宽度B672.5mm接管有效外伸长度hi91.69mm接管有效内伸长度h20mm开孔削弱所需的补强面积A36712 mm壳体多余金属面积A111532 mm接管多余金属面积A225782 mm补强区内的焊缝面积A3642 mmA1+A2+A3=3795 mm ,大于A, /、需力加补强。补强圈面积 A4mm 2A-(A +A2+A3)2 mm结论：补强满足要求，不需另加补强。开孔补强计算计算单位沈阳陆正重二集团有限公司接管：N7AB , 4 38 x5计算方法：GB1

31、50-1998等面积补强法,单孔设计条件简图计算压力pc2.1MPa设计温度120C、壳体型式圆形筒体壳体材料名称及类型S31603板材£:11；A5U Aj、L1壳体开孔处焊接接头系数41壳体内直径 Di1200mmAi壳体开孔处名义厚度 8 n16mm壳体厚度负偏差Cimm壳体腐蚀裕量C21mm壳体材料许用应力bfMPa接管实际外伸长度150mm接管实际内伸长度0mm接管材料名称及类型S31603管材接管焊接接头系数1接管腐蚀裕量1mm补强圈材料名称凸形封头开孔中心至 封头轴线的距离mm补强圈外径mm补强圈厚度mm接管厚度负偏差 Citmm补强圈厚度负偏差C1rmm接管材料许用应

32、力btMPa补强圈许用应力4MPa开孔补强计算壳体计算厚度8mm接管计算厚度”mm补强圈强度削弱系数frr接管材料强度削弱系数fr开孔直径dmm补强区有效宽度Bmm接管有效外伸长度h 1mm接管有效内伸长度h2mm开孔削弱所需的补强面积A2 mm壳体多余金属面积A12 mm接管多余金属面积A22mm补强区内的焊缝面积A32mmR222Ai+A2+A3= mm补强圈面积 A42mmA-(A1 +A2 +A3)2 mm结论：根据GB150第8.3节的规定，本开71可/、另行补强。开孔补强计算计算单位沈阳陆正重二集团有限公司接管：N8AB , 4 32 x5计算方法：GB150-1998等面积补强法

33、,单孔设计条件简图计算压力pc2.1MPa设计温度120C、壳体型式圆形筒体壳体材料名称及类型S31603板材£:11；A5U Aj、L1壳体开孔处焊接接头系数41壳体内直径 Di1200mmAi壳体开孔处名义厚度 8 n16mm壳体厚度负偏差Cimm壳体腐蚀裕量C21mm壳体材料许用应力bfMPa接管实际外伸长度150mm接管实际内伸长度0mm接管材料名称及类型S31603管材接管焊接接头系数1接管腐蚀裕量1mm补强圈材料名称凸形封头开孔中心至 封头轴线的距离mm补强圈外径mm补强圈厚度mm接管厚度负偏差 Citmm补强圈厚度负偏差C1rmm接管材料许用应力btMPa补强圈许用应力

34、4MPa开孔补强计算壳体计算厚度8mm接管计算厚度”mm补强圈强度削弱系数frr接管材料强度削弱系数fr开孔直径dmm补强区有效宽度Bmm接管有效外伸长度h 1mm接管有效内伸长度h2mm开孔削弱所需的补强面积A2 mm壳体多余金属面积A12 mm接管多余金属面积A22mm补强区内的焊缝面积A32mmR222Ai+A2+A3= mm补强圈面积 A42mmA-(A1 +A2 +A3)2 mm结论：根据GB150第8.3节的规定，本开71可/、另行补强。开孔补强计算计算单位沈阳陆正重二集团有限公司接管：N9AB , 57x5计算方法：GB150-1998等面积补强法,单孔设计条件简图计算压力pc2

35、.1MPa设计温度120C、壳体型式圆形筒体壳体材料名称及类型S31603板材£:11；A5U Aj、L1壳体开孔处焊接接头系数41壳体内直径 Di1200mmAi壳体开孔处名义厚度 8 n16mm壳体厚度负偏差Cimm壳体腐蚀裕量C21mm壳体材料许用应力bfMPa接管实际外伸长度150mm接管实际内伸长度0mm接管材料名称及类型S31603管材接管焊接接头系数1接管腐蚀裕量1mm补强圈材料名称凸形封头开孔中心至 封头轴线的距离mm补强圈外径mm补强圈厚度mm接管厚度负偏差 Citmm补强圈厚度负偏差C1rmm接管材料许用应力btMPa补强圈许用应力4MPa开孔补强计算壳体计算厚度

36、8mm接管计算厚度”mm补强圈强度削弱系数frr接管材料强度削弱系数fr开孔直径dmm补强区有效宽度Bmm接管有效外伸长度h 1mm接管有效内伸长度h2mm开孔削弱所需的补强面积A2 mm壳体多余金属面积A12 mm接管多余金属面积A22mm补强区内的焊缝面积A32mmR222Ai+A2+A3= mm补强圈面积 A42mmA-(A1 +A2 +A3)2 mm结论：根据GB150第8.3节的规定，本开71可/、另行补强。aaeasily blame, to prevent the broken window effect. Supervise the leading cadres to play

37、 an exemplary role, take the lead in the strict implementation of the < code > and < rule >, lead to safeguard the solemnity and authority of theparty discipline, ensure that the party discipline and the laws and regulations for implementation in place. Throughout the discipline in the d

38、aily supervision and managementa, strengthen supervision and inspection, from the thorough investigation of violations of discipline behavior. Strengthen to key areas, key departments and key projects as well as the masses reflect the concentration of the unitsand departments for supervision. - stre

39、ngthening supervision, discipline inspection and supervision of cadresto set an example for compliance with the < code > and < rule > is a man must be hexyl, blacksmith needs its own hardware. Discipline inspection organs as the executor of the party discipline, and supervisor of the def

40、enders, for its supervision must be more strictly, discipline inspection andsupervision of cadres to firmly establish the awareness of Party Constitution, sense of discipline and rules consciousness, politics loyalty, sense obey. Action speakJiOrdinance to set an example of the regulations of the ru

41、le oflaw, strengthen supervision and accept the supervision of the firmness and consciousness, do comply with < > and < >.To firmly establish the discipline must first be disciplined, the supervisor will be subject to the supervision of "concept, and consciously safeguard and implem

42、ent party compasses party, take the lead in practicing" three strict real strict, soloyal, clean, play. To be good at learning, the Constitutionand the < code > as morality, politics and brought to fruition;to implement < >, do not want to, dare not, not with disciplinary ruler to s

43、upervision; to discipline a ruler, oftenthe control inspection, and consciously in the ideological redline to draw the row Ming Good accumulation is indeed thebottom line, so that the heart has fear, said to have quit, theline has ended. Attached: indifferent to heart, calmly to thetable in our life

44、, there are many unpredictable things will happen, some good, some bad things, we cannotcontrol ispowerless to stop, but with time, you will find in life sometimes turns out to be not good, some bad things finallyturned out to be a good thing, but then we muddy howeverdid not know, this is the life

45、teach us things. 1, life can becomplex, can also be simple. Want simple life of precipitation, to have enough time to reflect, to make Become more perfect. Life is the most important thing is notto win, but the struggle; not to have conquered, but to havefought well. 2, the plain is the background o

46、f life. Live a plain life, give up on themselves is not a coward, but the wise answers; not disillusioned after the heart, such as ashes, but experience the storm after the enlightenment;not unrewarding perfunctorily,but calm attitude of life ofunrestrained self-confidence. Plain living, there is no noise noisy, no earthly troubles,