《桥涵设计资料》word版

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1、哈伊公路庆铁界至翠峦段(第一段)桥涵设计资料里程桩号桥涵类型说明桥涵处沟底高程沟底纵坡(‰)189371.137-14.50m钢筋砼组合梁桥190139.021-1.50m钢筋砼圆管涵182.90251906001-1.50m钢筋砼圆管涵166.65301908111-1.50m钢筋砼圆管涵165.4030191106.701-1.50m钢筋砼圆管涵177.70251913751-1.50m钢筋砼圆管涵172.2520191419.501-1.50m钢筋砼圆管涵168.10301918751-1.

2、50m钢筋砼圆管涵181.50301936031-1.50m钢筋砼圆管涵161.45201943261-1.50m钢筋砼圆管涵166.8020195359.501-1.50m钢筋砼圆管涵167.50301964961-1.50m钢筋砼圆管涵169.6530197008.641-6.00m钢筋砼板桥1978821-1.50m钢筋砼圆管涵191.10301981491-1.50m钢筋砼圆管涵192.4825198613.501-1.50m钢筋砼圆管涵193.25301990281-1.50m钢筋砼圆管

3、涵194.6020200193.62-13.00预应力砼板桥201115.501-1.50m钢筋砼圆管涵168.1025201292.611-1.50m钢筋砼圆管涵171.10452013751-1.50m钢筋砼圆管涵175.2540201523.501-1.50m钢筋砼圆管涵180.10252018681-1.50m钢筋砼圆管涵285.80252029001-1.50m钢筋砼圆管涵195.70302038001-1.50m钢筋砼圆管涵199.80302045501-1.50m钢筋砼圆管涵205.

4、10252051581-1.50m钢筋砼圆管涵208.3040205641.201-1.50m钢筋砼圆管涵207.3020206172.501-1.50m钢筋砼圆管涵202.60252069791-1.50m钢筋砼圆管涵188.7025207758.501-1.50m钢筋砼圆管涵198.15202090331-1.50m钢筋砼圆管涵204.80202094871-1.50m钢筋砼圆管涵196.1520209946.251-6.00m钢筋砼板桥2106182-13.00m预应力砼板桥2112101-

5、1.50m钢筋砼圆管涵169.5515211360.801-1.50m钢筋砼圆管涵167.70202117261-1.50m钢筋砼圆管涵162.8030211930.501-1.50m钢筋砼圆管涵155.8035212071.501-1.50m钢筋砼圆管涵154.2020212513.501-5.00m钢筋砼盖板涵2131391-1.50m钢筋砼圆管涵151.7025213472.202-13.00m预应力砼板桥哈伊公路庆铁界至翠峦段(第二段)桥涵设计资料里程桩号桥涵类型说明桥涵处沟底高程沟底纵坡

6、（‰）218428.671-5.00m钢筋砼盖板涵219809.851-1.50m钢筋砼圆管涵234.2820220009.501-1.50m钢筋砼圆管涵233.20202212091-1.50m钢筋砼圆管涵226.90252221751-1.50m钢筋砼圆管涵221.3420222317.501-1.50m钢筋砼圆管涵220.8020223279.343-13.00m预应力砼板桥2241751-1.50m钢筋砼圆管涵219.70202244561-1.50m钢筋砼圆管涵220.752522436

7、8.501-1.50m钢筋砼圆管涵221.10202249211-1.50m钢筋砼圆管涵222.05252251051-2.00m钢筋砼盖板涵2256631-1.50m钢筋砼圆管涵225.96202262021-1.50m钢筋砼圆管涵226.9020227274.453-13.00m预应力砼板桥2284901-1.50m钢筋砼圆管涵224.9030228801.501-1.50m钢筋砼圆管涵224.5520230718.501-6.00m钢筋砼板桥231582.083-13.00m预应力砼板桥23

8、19601-1.50m钢筋砼圆管涵225.10202322951-1.50m钢筋砼圆管涵225.10302328971-1.50m钢筋砼圆管涵229.20452339671-1.50m钢筋砼圆管涵230.3530234289.501-1.50m钢筋砼圆管涵230.3530哈伊公路庆铁界至翠峦段(第三段)桥涵设计资料第1页共2页里程桩号桥涵类型说明桥涵处沟底高程沟底纵坡（‰）14501-1.50m钢筋砼圆管涵463.803518251-1.50m钢筋砼圆管涵460.10302239.