昆山中环承台安全施工方案

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1、1一、编制依据一、编制依据(1)公路工程技术标准 (JTG B01-2003) ;(2)道路交通标志和标线 (GB5768-2009) ;(3)公路环境保护设计规范 (JTJ 006-98) ;(4)工程建设标准强制性条文(公路工程部分) (2002 年版本) ;(5)公路桥涵施工技术规范 (JTG/T F50-2011) ;(6)公路交通安全设施施工技术规范 (JTG F71-2006) ;(7)公路工程施工安全技术规程 (JTJ 076-95) ;(8)公路工程质量检验评定标准 (土建工程) (JTG F80/1-2004) ;(9)公路建设项目环境影响评价规范 (JTJ B03-2006

2、) ;(10)中华人民共和国安全生产法 ;(11)建设工程安全生产管理条例 (国务院令第 393 号) ;二、二、 工程概况工程概况 昆山市中环快速路由江浦路、S339(富士康路)、黄浦江路和 G312 组成,全线总长约 37km。其中东环北线东起宋家港路,途经黄浦江路、规划三级航道金鸡河、青阳北路、长江北路(S224) 、昆北路、北门路、环庆路、至广福路,全长 8.48km。本项目为快速路标准,主线高架设计速度为 80km/h,地面系统设计速度为 40km/h;标准路段中间高架断面布置,车道布置为主六辅六,路基宽50;局部受限路段为门架式断面布置,车道布置为主六辅四,路基宽 43m;全线共设

3、置枢纽立交(黄埔江路枢纽)1 处,菱形互通 4 处(青阳北路、S224、北门路、环庆路) 。本工程施工范围为中环 N-标(K6+775.882K8+480.330) 、W-标。本工程共计承台 322 个,12 个桥台,采用 C30 混凝土,承台尺寸规格有2m5.4m5.4m、2m8.6m5.4m、2.5m10m6.25m、2.5m6.25m6.25m、2.5m7.4m2.9m、2.5m8.2m5.2m、3m10m10m、3m12.5m7.5m、3m17.5m6.25m、3m7.5m7.5m、3m9.7m9.4m 十一种规格,桥台尺寸为1.5m10m2.5m、1.5m22.86m5.4m、1.5

4、m25.5m5.4m、1.5m23.75m5.4m、1.5m8.5m5.4m 五种规格。2承台开挖深度:序 号项目名称 (W-1标)承台编 号地面 标高承台底 标高承台顶 标高承台高 度开挖深 度设计 道路 标高高差1A12.23-2.1330.86734.5132.2351.3682A22.27-2.140.8634.562.2381.3783A32.37-0.881.622.53.42.4230.8034A42.48-1.3320.66823.9622.6361.9685A52.85-0.9771.02323.9773.3012.2786广福路引桥 下部结构 (AK8+480.3 3AK1

5、2+016 .87)A6(桥 台)3.14-0.6870.8131.53.9773.7172.9047A1(桥 台)2.65-0.70.81.53.55.72 74.9278A22.56-1.8050.6952.54.5154.2873.5929A32.55-1.7250.7752.54.4253.5672.79210A42.6-1.6450.8552.54.3952.6451.7911A52.61-1.5650.9352.54.3252.6631.72812A62.65-1.1741.3262.53.9742.6991.37313A72.7-1.511.4934.362.7351.24514

6、A82.74-1.5461.45434.4362.7541.315A92.67-1.3361.1642.54.1562.7431.57916A102.67-1.0571.4432.53.8772.7281.28517A112.65-1.4071.0932.54.2072.6761.58318主线高架桥 (AK9+546. 07AK11+33 4.87)A122.62-1.2571.2432.54.0272.6421.399319A132.56-1.60.92.54.312.5731.67320A142.5-1.9430.5572.54.5932.5031.94621A152.45-1.8190

7、.6812.54.4192.4681.78722A162.4-1.7620.7382.54.3122.4341.69623A172.34-1.7650.7352.54.2552.371.63524A182.3-1.8270.6732.54.2772.3451.67225A192.29-1.950.552.54.392.3251.77526A202.25-2.1330.3672.54.5332.2931.92627A212.24-1.8430.6572.54.2332.291.63328A222.23-2.0530.4472.54.4332.291.84329A232.25-2.0630.437

8、2.54.4632.2891.85230A242.3-1.8730.6272.54.3232.2871.6631A252.22-2.1530.3472.54.5232.2851.93832A262.21-2.3980.1022.54.7582.2842.18233A272.25-2.1950.3052.54.5952.2821.97734A282.25-1.8240.6762.54.2242.2811.60535A292.26-1.8770.6232.54.2872.3481.72536A302.37-1.8550.6452.54.3752.4481.80337A312.72-1.7590.7

9、412.54.6292.7792.03838A322.92-1.0871.4132.54.1572.9791.56639A333.13-0.841.662.54.123.1791.51940A343.57-0.5191.9812.54.2393.5791.598441A353.9-0.1322.3682.54.1823.9791.61142A364.1-0.2362.2642.54.4864.1791.91543A374.40.162.662.54.394.5561.89644A384.680.1622.6622.54.6684.6982.03645A394.81-0.8172.18335.7

10、774.8712.68846A404.86-0.9482.05235.9584.9042.85247A414.73-0.0112.4892.54.8914.7822.29348A424.44-0.0262.4742.54.6164.522.04649A434.2-0.2212.2792.54.5714.3342.05550A443.9-0.5441.9562.54.5944.1112.15551A453.82-0.961.542.54.933.8672.32752A463.08-1.381.122.54.613.1342.01453A472.85-1.80.72.54.82.9172.2175

11、4A482.53-1.720.782.54.42.6221.84255A492.45-2.140.362.54.742.5432.18356A502.5-2.060.442.54.712.5062.06657A512.36-1.9710.5292.54.4812.5011.97258A522.37-1.7760.7242.54.2962.4921.76859A532.4-1.9530.5472.54.5032.4881.94160A542.39-2.0020.4982.54.5422.4791.98161A552.37-1.9220.5782.54.4422.4741.896562A562.4

12、4-1.7130.7872.54.3032.4651.67863A572.44-1.4161.0842.54.0062.461.37664A582.37-1.2161.2842.53.7362.4511.16765I01.9171.0672.5671.51/ 66I11.795-2.09-0.0924.035/ 67I21.686-1.6780.32223.514/ 68I31.66-1.7650.23523.575/ 69I41.743-1.3530.64723.246/ 70I51.859-1.4410.55923.45/ 71I61.853-1.5280.47223.531/ 72I71

13、.804-1.6160.38423.57/ 73I81.826-1.2040.79623.18/ 74I91.933-1.2910.70923.374/ 75I102.069-1.5610.9392.53.78/76I112.081-4.241-1.24136.472/77I120.2-4.473-1.47334.823/78I132.508-1.0561.4442.53.714/ 79I142.497-0.4121.58823.059/ 80I152.565-0.4161.58423.131/ 81I162.655-0.421.5823.225/ 82I172.666-0.4241.5762

14、3.24/ 83I182.646-0.4281.57223.224/ 84I192.646-0.4321.56823.228/ 85I202.654-0.9361.06423.74/ 86张家港大桥 左幅 (IK8+795.600IK9+29 3.600)I212.6740.632.131.52.194/ 87H01.730.9592.4591.50.921/ 88H11.72-1.0150.98522.885/ 89H21.71-0.8921.10822.752/ 90H31.74-1.2040.79623.094/ 91H41.79-0.9351.06522.875/ 92H51.85-0

15、.5831.41722.583/ 93H61.96-0.6551.34522.765/ 94H72.07-0.6471.35322.867/ 95H82.17-0.6231.37722.943/ 96H92.28-0.5991.40123.029/ 97H102.39-0.2252.2752.52.765/ 98张家港大桥 右幅 (HK8+802.549HK9+27 2.249)H112.45-1.1051.89533.705/699H122.86-1.1111.88934.121/100H132.7-0.2252.2752.53.075/101H142.38-0.0811.91922.611

16、/102H152.06-0.5721.42822.782/103H162.2-0.5621.43822.912/104H172.35-0.5531.44723.053/105H182.35-0.5441.45623.044/106H192.22-0.5351.46522.905/107H202.08-1.0110.98923.241/108H212.150.5812.0811.51.719/109O01.9-0.021.481.52.072.2230.743110O11.89-1.0940.90623.1342.1551.249 111O21.85-1.0240.97623.0242.1251.149 112O31.96-1.0510.94923.1612.11.151 113O41.97-0.7151.28522.8352.0650.78 114O51.94-1.0090

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