沈陽市內(nèi)高架橋8段施工投標(biāo)方案

1、.11.1.11.2.11.3.21.4.2.42.1.4.52.2.5.73.1.7.8.9.9.10.113.1.2.113.2.12.123.3.14.14.184.1.184.1.1.184.1.2.184.1.3.1914.1.4.20.254.2.254.2.1.264.2.2.264.2.3.324.2.4.334.3.344.3.1.344.3.2.344.3.3.344.3.4.354.3.5.354.3.6.364.3.7.364.3.8.364.3.9.374.4.384.4.1.384.4.2.404.5.414.6.42.445.1.445.1.1.445.1.2.4

2、65.1.3.485.1.4.495.2.495.2.1.495.2.2.515.2.3.5325.2.4.565.2.5.675.3.735.3.1.735.3.2.755.3.3.755.3.4.765.3.5.775.3.6.775.3.7.785.3.8.78.806.1.806.2.806.3.816.4.81.826.5.8331.17.84069736.929m,）為442）、第五聯(lián)（）、325.5+33304m9m2.4m5.5m1.15m,GQFGQFK6+485.400K6+700.0001.21.2.3.5.16.7.1.31.6.32.3.36.7671.2m1.413

3、496m332121t167t2320#1661m3333333GQFGQF22322222232337.5#334PVC32.125014m2620620100380380200280280120120200606010010030303030404010010028288003002001502000.5.25-2000.8.52000.8.6-2000.10.202001.3.20-2001.5.152000.5.25-2000.8.52000.8.6-2000.10.202001.3.20-2001.5.252000.6.10-2000.8.52000.8.6-2000.10.1520

4、00.6.1-2000.8.52000.8.6-2001.5.152001.4.1-2001.6.152000.6.1-2000.8.52000.8.6-2001.6.252000.5.25-2000.8.52000.8.6-2001.6.252000.5.25-2000.8.52000.8.6-2001.6.252000.5.25-2000.8.52000.8.6-2001.6.252000.5.25-2000.8.52000.8.6-2001.6.252000.6.10-2000.8.52000.8.6-2001.6.252000.5.25-2000.8.52000.8.6-2001.6.

5、252000.5.25-2000.10.312001.3.20-2001.5.252000.5.25-2000.10.312001.3.20-2001.5.25:1758m21000m22.25），留設(shè)5m），留設(shè)26m3m63.13.1.11.7854.24.5455.5552.1054.23.855.554.54.5553.4.54.74.543.855452000200167891011345612110120366441880390121281604561641590476121882009061641590621912020088616415905486901046051041266

6、357000040403110000100034000010221015330422034284015200001022101582000200167891011345633322003332030220104406520310240106601094620380110850111462022011084095022028010830730000001000100000000000404102001063096406203601108401374040202020203012120002001678910113456222220000000120622121266612126661212666

7、12060000000000000000000000000000009213103715511551153800000000002000200167891011345600000000000000000000000060218100010勞動(dòng)力需用量總計(jì)劃900800779700600622500468468400300392勞動(dòng)力需用量計(jì)劃37020010001241111366月7月8月9月10月11月3月4月5月6月3.1.21.2.3.,114.5.6.7.3.21620007892001103456t540.1634.3662.862.4265.80021.9032282522201

8、61212108tm17.0273.252.61.948.153.077.0016.90.41.052.448196.363.814.80.211.6155.9124.618.838.110.2407841318130.860.227.30.70.2192.9194.67.839.88.572.79125.73533.900.30.1044.61.207.44.900082.331.013.803.826.066.622.916.23.267.45682269000000000000000000000000000000017.2002.91.8000000000000000012m32457.

9、23303.9487.92763.81452.8058.2119.00150317.30000000201640.344.2000058.200253035645.9038.0525.400438.9049.0309.4019.0000000000119.000000501332417.002435.41452.8000030m350m3m3000000190.052.30190.052.3095.000000000000001345m20000000.98880m00000000000900040690940700m3m31183321183323810191000000000530m300

10、00009005400tm2mmt29.8000029.800000016699526.700151408.000086413.30000010000010012056879.913178200021,213343.31,1KWm3129791202000.6.12Pc200-5292.6902000.6.134-120A197.5295.101201622000.6.12000.6.114UN-755UN-756JI16318968298.6100752000.6.12000.6.178GJ5-40898.6397.2607.52000.6.12000.6.19GJ6-4/8198.45.5

11、2000.6.11011GJ7-4397.2695.92.82000.6.12000.6.31213295.9JS350197.82000.6.32000.6.11415297.4297.6300t20t2000.7.22000.7.21650497.52000.7.2171819YJ-45297.6196.3396.5432000.7.22000.7.22000.6.120FC10-1694.62000.6.121FC10-1694.62Pc200-5192.6902000.6.122000.6.12345JI163195.104968395.91621002000.6.122000.6.1

12、22000.6.15156JS350197.87Pc200-5192.6902000.6.122001.4.189JI163195.1049681621002001.4.12001.4.1101112-120A197.5195.6196.5195.53Y18-21197.9120125742001.4.12001.4.102001.4.102001.4.102001.4.1013195.514195.459992001.4.102001.4.1015297.318316197.7992001.4.102001.4.1171819LY9-20296.7296.7296.72001.5.30200

13、1.5.302001.5.3020199.52001.5.302122DNNAPAC2696.81002001.5.302001.5.3023198.32001.5.302.1162)3)4)5)174.14.1.112.3.456.7.8.9.QC4.1.21ISO-900023418564.1.31ACDEGH2.1);234563.12)3)1945676%247854.1.4201GBJ107-871GBJ107-87GBJ107-87GBJ107-872151010522-8-543456710102051%551540.5%4424222m212mmmm梁、板11GBJ107-87

14、GBJ107-871GBJ107-87553352555553333553-1010-554665785L/10001088101020108103L/100010555515855421119101%0.5%85122m223.mm153120.5%H1510134510553114.mmmm5%13%12+5%133%22%2145332221235.%mm1239620mm20mm9715mm15mm312341520mm20mm40.3%0.3%6.%）及允mm12345696-52.65-202096-32.54-15152211422113m3m1015740.3%0.2%8541

15、24KWm317.077.077.07cm212000.6.1150150232000.6.134567891011EDTA12131411111101111212000.6.12000.6.12000.6.12000.6.12000.6.12000.6.12000.82000.82000.6.12000.72000.6.12000.7151617J22632000.6.12000.6.12000.6.14.2225,:4.2.11.2.34567.8.9.104.2.211ACD26EGH2AC2.4m36vDE3mGHIJK121A27CDEG0.1sHIJK5m2ACD1.2E3A28C

16、DE4ACDG510minH29J5ACDEGH6ACD7ACD3.A30CD4.A1.2m0.6m3124.2.31.ACDE2.ACE600vG3.A4.325.6.ACDEGHIJK4.2.412334.34.3.14.3.21.2.3.4.5.6.4.3.31.2.5m2.3.4.5.6.7.8.349.10.11.12.13.14.15.4.3.41.2.3.4.4.3.51.2.3.354.5.6.74.3.61.2.3.4.5.4.3.71.2.3.4.5.6.4.3.81.2.3.364.5.6.7.4.3.91.BI2.1)2)3)374.44.4.11.ACDEG2.:A3

17、100,CDEGH383.A240300CDE4.A11C5.ACDE11G6.A39CDE7.A8.ACDE4.4.21.2.3.4.5.6.7.8.409.10.11.12.13.14.15.16.17.18.19.4.51.225013455414.61.,2.:3.:.4.:.10:006:00三包”。4243根據(jù)施工規(guī)范，設(shè)橋墩支座中心點(diǎn)位的放樣限差為，則其中誤差為根據(jù)施工規(guī)范，設(shè)橋墩支座中心點(diǎn)位的放樣限差為，則其中誤差為/25.15.1.11.11/21.52.0cm1.5cmmM0.46mm6mmD1）、22.12344-20020031410103.455.1.21.90HYY

18、HZYYZ墩臺軸線的坐標(biāo)方位角，臵儀器于墩臺中心點(diǎn)上，后視控制點(diǎn)，根據(jù)與控制點(diǎn)的坐標(biāo)方位角，測設(shè)（-）角即得橫軸線方向；自橫軸線方向轉(zhuǎn)90AZHS/46上，后視控制點(diǎn)，根據(jù)與控制點(diǎn)的坐標(biāo)方位角，測設(shè)（-）角即得橫軸線方向；HYS0ZHS222.12,347支架平臺3.,5.1.3485.1.41.12)32.122J223J2241mm/Km5偏差）。5.25.2.1492.3.4.5.10010060mm1m5010d6.7.l2h8.()14d9.10.25-30cm5.2.2511.NN255d）。2.1a.56m3m6mm,b.mm0.15520.50.60-0.51.02.01.0c

19、.1.2233.4.145.2.31.53鋼絞線下料、編束12#5434566%=P-P）-007240.42%0.60.7Mpa372.555.2.45.2.4.15.2.4.256鋼絞線下料、編束572.18%21480.9m0.6m0.6m,1.2m0.9m5m602a.b.c.d.e.a.5821KN/m25KN/m22KN/m22b.6.0Kpa1/31/3271.26.0=64.8KN箱梁部位：kkkW12340=1.01.31.01.0600=0.64Kpa0.65271.2=21.06KN支架部分：=KKKKW12340=1.00.81.01.0500=0.4Kpa21+4+4

20、.5184.4cosa=46.73KN豎向荷載：q=1.2+1.41.2+2+2.51.42q=64.8+21.06+67.2+46.73=KN支架采用碗扣式480.60.9m1.2m22查表得=0.80659=N/Af=215=43350/(0.8062f=N/A2321m31.5m,42-4cm,5a.b.波紋管穿一根5660784m501.5m,4,912m101m61200111）、第五聯(lián)（）、第六聯(lián)（）、3151515-91550.75RybJTJ021-89JTJ023-85JTJ041-8962JG/T3013-94GB50204-922a.b.6%c.d.e.f.34550YJ

21、-4522412122216637m70)5)()6%11212480.40.4640.50.7MPa52830mm135.2.4.31652.665.2.51.2.3.5674.423112米）；B.JN16362128t）；217t）；E.LY9-2023DNNAPAC22G.8000L1H.2111250-70268下承層準(zhǔn)備1125-160,902I.52mm3003m69BLAW-KNOX16.7m4x82x123m前后架在大臂的鉸點(diǎn)中央控制器前進(jìn)方向BLAW-KNOXII.III.IV.V.VI.3VII.2/370VIII.IX.a.b.c.d.X.3I.II.1.3III.IV.V.3mVI.4I.ac1/2efgII.a)2110-1204b)11030.5-0.7Mpa3Km/H371c)10