造陸圍堤工程施工組織設(shè)計.doc
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XX港位于長江三角洲南翼，XXX北岸，地理位置為北緯30º24'~30º42',東徑120º54'~121º16'，本位于乍浦港二期圍堤西側(cè)灘地上，圍堤全長3950m，圍海造陸約297公頃，為2級水工建筑物，防洪（潮）標(biāo)準(zhǔn)為50年一遇，堤頂高程按50年一遇洪(潮)水位加50年一遇風(fēng)浪，允許越浪考慮，設(shè)計堤身頂面高程為8.2m，防浪墻頂高程為9.30m；混合式結(jié)構(gòu)地基打設(shè)塑料排水板。主要工程內(nèi)容有鋪設(shè)土工布、鋪碎石墊層、打設(shè)塑料排水板、堤身拋石填筑、灌砌塊石擋墻及堤頂砼擋浪墻、砼四腳空塊和螺母塊制作及安放、砼大方腳及支座澆筑、干砌塊石及灌砌塊石護(hù)面、堤身土方填筑、堤頂砼路面、內(nèi)坡砼框格及種植草皮等。本合同段樁號為1+515.23~3+949.62
XX Hong Kong is located in the Yangtze River Delta, South Wing, XXX North Shore, geographical position latitude 30 º 24 '~ 30 º 42', east longitude 120 º 54 '~ 121 º 16', this is located in Zhapu Port Phase II dike west of Beach on the ground, embankment length 3950m, Wai Land in Sea about 297 hectares, for the 2 of hydraulic structures, flood (tidal) standard for 50-years, crest elevation by a 50-year flood (tidal) water level at 50-years storm, allowing more wave considered design of the dike top height is 8.2m, wave top of the wall height is 9.30m; hybrid structure based plastic drain ground fighting. Contents of major projects laying geotextile, gravel cushion, installed plastic drain, levee riprap embankment, irrigation and dike concrete block retaining wall stone retaining wall waves, concrete legs and the nut block of empty blocks and placement, concrete pouring generous foot and bearing, rock blocks and stone clad block irrigation, dike earthwork reclamation, dike concrete pavement, concrete box within the slope and planted with grass and other cells. Stake in paragraph 1 of this contract +515.23 3 +949.62