《施工组织设计》施工横道图.xls

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1、深深圳圳市市XXXX水水源源工工程程XXXX水水库库工工程程第第一一标标段段施施工工进进度度计计划划横横道道图图 作作业业代代码码作作业业说说明明工工期期工工程程量量 单单位位 开开工工时时间间完完工工时时间间200920092010201020112011201220127 78 89 91010111112121 12 23 34 45 56 67 78 89 91010111112121 12 23 34 45 56 67 78 89 91010111112121 12 23 34 45 56 67 78 89 9101011111.1.工工程程开开工工KG010KG010工工程程开开工

2、工0 00 00908010908012.2.施施工工准准备备工工程程ZH010ZH010平平整整场场地地16161 1项项090801090801090816090816ZH020ZH020临临时时工工棚棚25251 1项项090807090807090831090831ZH030ZH030施施工工供供水水、供供电电25251 1项项0908070908070908310908313.3.大大坝坝工工程程（含含导导流流及及放放水水管管工工程程）3.13.1导导流流洞洞工工程程（含含放放水水管管）DL010DL010导导流流洞洞围围堰堰填填筑筑30309.6689.668m m3 309090

3、1090901090930090930DL020DL020导导流流洞洞进进出出口口土土石石方方明明挖挖313117.37117.371m m3 3091001091001091031091031DL030DL030导导流流洞洞石石方方洞洞挖挖61614.9644.964m m3 3091101091101091231091231DL040DL040导导流流洞洞砼砼衬衬砌砌75751.4951.495m m3 3100116100116100331100331DL050DL050导导流流洞洞回回填填灌灌浆浆25256666m m3 3100401100401100425100425DL060DL

4、060导导流流洞洞进进水水井井及及出出口口消消力力池池砼砼浇浇筑筑3030331331m m3 3100426100426100525100525DL070DL070导导流流洞洞进进水水井井金金属属结结构构安安装装30301 1项项100526100526100624100624DL080DL080导导流流洞洞围围堰堰拆拆除除15158.6538.653m m3 3100610100610100624100624DL085DL085导导流流洞洞完完工工0 00 0110624110624DL090DL090主主坝坝子子围围堰堰填填筑筑20204.4264.426m m3 31009131009

5、13101002101002DL100DL100主主坝坝上上下下游游围围堰堰填填筑筑150150211.254211.254m m3 3101003101003110301110301DL105DL105主主坝坝土土围围堰堰完完工工0 00 0110301110301DL110DL110主主坝坝子子围围堰堰拆拆除除30305.4885.488m m3 3110302110302110331110331DL120DL120导导流流洞洞下下闸闸封封堵堵0 00 0120229120229DL130DL130放放水水管管埋埋设设6060161161m m12030112030112042912042

6、9DL140DL140主主坝坝下下游游围围堰堰拆拆除除3030793793m m3 31204301204301205291205293.23.2主主坝坝主主体体工工程程ZB010ZB010主主坝坝坝坝基基土土石石方方开开挖挖150150277.063277.063m m3 3101117101117110415110415ZB020ZB020主主坝坝坝坝基基局局部部固固结结灌灌浆浆3030849849m m110327110327110425110425ZB030ZB030主主坝坝坝坝基基全全坝坝段段帷帷幕幕灌灌浆浆505010.23310.233m m1104161104161106041

7、10604ZB040ZB040主主坝坝坝坝基基局局部部高高喷喷灌灌浆浆20201.7901.790m m110521110521110609110609ZB050ZB050主主坝坝粘粘土土心心墙墙填填筑筑244244153.425153.425m m3 3110610110610120208120208ZB060ZB060主主坝坝坝坝壳壳料料填填筑筑244244899.915899.915m m3 3110620110620120218120218ZB070ZB070主主坝坝上上游游坡坡现现浇浇纤纤维维砼砼护护坡坡11911925.12725.127m m3 31111021111021202

8、28120228ZB080ZB080主主坝坝下下游游坡坡草草皮皮护护坡坡89891 1项项120111120111120408120408ZB090ZB090主主坝坝坝坝顶顶砼砼防防浪浪墙墙浇浇筑筑2020588588m m3 3120219120219120309120309ZB100ZB100主主坝坝坝坝顶顶路路面面30301.6931.693m m2 21203101203101204081204084.4.副副坝坝工工程程FB010FB010副副坝坝坝坝基基土土方方开开挖挖202010.28510.285m m3 3101003101003101022101022FB020FB020副

9、副坝坝坝坝基基帷帷幕幕灌灌浆浆40402.0232.023m m101023101023101201101201FB030FB030副副坝坝坝坝体体土土石石方方填填筑筑909013.65513.655m m3 3101202101202110301110301FB040FB040副副坝坝上上游游坡坡现现浇浇砼砼护护坡坡40401.8961.896m m3 3110126110126110306110306FB050FB050副副坝坝下下游游坡坡草草皮皮护护坡坡40401 1项项110126110126110306110306FB050FB050副副坝坝坝坝顶顶路路面面2020615615m m

10、2 21103071103071103261103265.5.溢溢洪洪道道工工程程YH010YH010溢溢洪洪道道土土石石方方开开挖挖130130171.126171.126m m3 3100625100625101101101101YH020YH020溢溢洪洪道道帷帷幕幕灌灌浆浆2020540540m m101102101102101121101121YH030YH030溢溢洪洪道道高高喷喷灌灌浆浆1515178178m m101122101122101206101206YH040YH040溢溢洪洪道道进进出出水水渠渠浆浆砌砌挡挡墙墙砌砌筑筑1201204.9444.944m m3 3101

11、207101207110405110405YH050YH050溢溢洪洪道道控控制制闸闸室室浇浇筑筑80801.8661.866m m3 3110406110406110624110624YH060YH060溢溢洪洪道道泄泄洪洪及及消消力力池池箱箱涵涵砼砼浇浇筑筑1101106.6856.685m m3 3110625110625110823110823YH060YH060溢溢洪洪道道控控制制闸闸室室金金属属结结构构安安装装60601 1项项1106251106251108231108236.6.上上坝坝公公路路CL010CL010上上坝坝道道公公路路路路面面工工程程1761762.5142.514m m2 21204091204091210011210017.7.工工程程收收尾尾SW010SW010收收尾尾工工程程30300 01210021210021210311210318.8.工工程程竣竣工工J3010J3010工工程程竣竣工工0 00 0121031121031注：注：如果工程不能如期开工，则工期相应顺延，而以上施工进度计划也相应调整。