高速公路綜合施工組織設(shè)計(jì)文字說明.doc

目 錄序 號內(nèi) 容頁 碼第一章編制依據(jù) 1第二章工程概述 1第三章施工準(zhǔn)備及總體部署 28第四章本工程的完成情況34第五章施工組織機(jī)構(gòu)及勞動(dòng)力計(jì)劃38第六章主要工程項(xiàng)目的施工方案、施工方法41第七章施工材料計(jì)劃施工65第八章機(jī)械設(shè)備計(jì)劃70第九章后續(xù)工程的施工進(jìn)度計(jì)劃75第十章工程質(zhì)量保障措施 77第十一章 冬季、雨季和高溫季節(jié)的施工措施100第十二章 施工安全、環(huán)保保證措施和文明施工101 備注第一章 編制依據(jù)1. 廣東省政府的有關(guān)政策、法規(guī)和條例、規(guī)定2. 國家現(xiàn)行施工規(guī)范、施工技術(shù)指南、驗(yàn)收標(biāo)準(zhǔn)2.1公路工程技術(shù)標(biāo)準(zhǔn)（JTG B01-2003）2.2公路路面基層施工技術(shù)規(guī)范（JTJ034-2000）2.3公路橋涵施工規(guī)范（JTJ041-2000）2.4公路水泥混凝土路面施工技術(shù)規(guī)范(JTG F30-2003)2.5公路工程質(zhì)量檢驗(yàn)評定標(biāo)準(zhǔn)(JTG F80/1-2004)2.6公路瀝青路面施工技術(shù)規(guī)范（JTJ032-1994）2.7公路工程瀝青及瀝青混合料試驗(yàn)規(guī)程JTJ052-2000 2.8公路改性瀝青路面施工技術(shù)規(guī)范JTJ036-19983.東新高速公路路面工程設(shè)計(jì)文件4.業(yè)主組織現(xiàn)場察看和對工程情況的介紹以及招標(biāo)合同書。5.我單位對施工現(xiàn)場實(shí)際踏勘和調(diào)查的情況。6.其他相關(guān)依據(jù)6.1 中華人民共和國安全生產(chǎn)法、建設(shè)工程安全管理?xiàng)l例等工程建設(shè)安全生產(chǎn)有關(guān)管理規(guī)定。6.2質(zhì)量體系認(rèn)證中心認(rèn)定ISO9001：2000質(zhì)量手冊和程序文件。第二章工程概述 第一節(jié) 東新高速公路的基本設(shè)計(jì)廣州東沙至新聯(lián)高速公路位于廣州市荔灣區(qū)、番禺區(qū)境內(nèi)。本工程作為廣佛都市圈公路交通網(wǎng)的組成部分，具有連接廣佛地區(qū)及珠三角地區(qū)城際高速公路的功能；作為廣州市“南拓”戰(zhàn)略的重要舉措，配合南沙的開發(fā)建設(shè)，本工程將成為南沙新港向外的重要通道；作為臨近廣州火車新客站的一條高速公路，將成為集散鐵路旅客的功能；作為番禺主干道路網(wǎng)規(guī)劃“五縱九橫”主骨架的組成部分，將帶動(dòng)沿線鄉(xiāng)鎮(zhèn)經(jīng)濟(jì)發(fā)展，縮小西部與中北部地區(qū)的經(jīng)濟(jì)差距。本項(xiàng)目路線全長46.22公里，采用平原微丘區(qū)高速公路標(biāo)準(zhǔn)，雙向六車道，設(shè)計(jì)速度為100公里公里/小時(shí)，路基寬度33.5米（南大互通至金山互通段41.0米）主要技術(shù)指標(biāo)如下：公路等級：高速公路設(shè)計(jì)速度：100公里/小時(shí)行車道數(shù)：6行車道寬度：211.25米路基寬度：33.5米橋涵設(shè)計(jì)車輛荷載：公路級路基設(shè)計(jì)洪水頻率：1/100橋涵設(shè)計(jì)洪水頻率：特大橋1/300，大、中橋1/100、小橋、涵洞1/100全線路面工程劃分為兩個(gè)合同段，第LM01合同段起點(diǎn)樁號為K0+000，終點(diǎn)樁號為K23+569.006，長約23.57公里。路面主要結(jié)構(gòu)形式為4cm上面層細(xì)粒式改性瀝青混凝土、6cm中面層中粒式改性瀝青混凝土和8cm下面層粗粒式瀝青混凝土及10cm密級配瀝青碎石基層、水泥穩(wěn)定碎石下基層、級配碎石墊層，以及匝道水泥混凝土面板等。本合同段的路面結(jié)構(gòu)以橋面為主，主線瀝青混凝土橋面長18.486公里，鋼筋砼橋面367米，瀝青混凝土路面4.329公里。（詳見東新高速公路路面結(jié)構(gòu)分區(qū)圖）。 第二節(jié) LM01合同段主要工程量本工程的工程量共包括路面墊層 61084 米2，路面水泥穩(wěn)定底基層 564912 米2，ATB-30柔性瀝青碎石基層 137169 米2，AC-25下面層 137449.9 米2，AC-20中面層 755447米2，AC-13上面層 755275 米2，鋼筋砼橋面鋪裝 186315.4 米2，水泥混凝土路面 95467 米2，橋頭搭板埋板 7773 米2，透層油141623 米2，下封層240243米2，粘層油 1034889 米2，路面排水管 20622.59 米，土工布18457.4 米2，路緣石 780.15米3，土方工程13008.28米3，路肩硬化724.81米3。橋面防水層646214米2，各段工程量詳見如下工程量統(tǒng)計(jì)表，表中統(tǒng)計(jì)的工程量只作為安排生產(chǎn)依據(jù)，不作為計(jì)量結(jié)算依據(jù)。 本工程的總合同額：約1.8億人民幣。LM01合同段級配碎石墊層工程量統(tǒng)計(jì)表序號標(biāo)段里程樁號長度(M)設(shè)計(jì)單幅寬度（米）工程量(米2)合計(jì)（米2）1S03標(biāo)段K5+460.45-K5+686.5226.1316.137669248472K7+070.84-K7+596525.1615.6-16.13171783S04標(biāo)段K7+596-K8+008.08412.0815.6-16.1314420144204S06標(biāo)段K14+930.95-K15+033.55102.616.133474218175K15+162.45-K15+463.55301.116.13101956K15+528.45-K15+758.55230.116.1377917K15+799.45-K15+81010.5516.133578LM01 合同段墊層工程量合計(jì)1509.5661084LM01合同段水泥穩(wěn)定碎石層(下層)工程量統(tǒng)計(jì)表序號標(biāo)段里程樁號長 度（米）設(shè)計(jì)單幅寬度（米）工程量（米2）合計(jì)（米2）1S01標(biāo)段EK0+380.33-EK0+640.4259.679.1216058722HK0+091.72-HK0+352.89261.179.121623IK0+194.34-IK0+302.85108.518.08684JK0+304.98-JK0+391.1286.138.06825S02標(biāo)段AK0+002-AK0+372.55370.559.13832218896BK0+265.95-BK0+807.5394.399.159737CK0+074.056-CK0+419.49330.889.172988DK0+293.45-DK0+456.879147.089.118969NK5+776.567-NK5+943.57(右側(cè)加寬)1672.9-8.25122210NK5+709.687-NK5+924.91(左側(cè)加寬)215.222.9-8.25166811S03標(biāo)段K5+460.45-K5+686.58226.1316.2376694174712K5+731.42-K6+051.56320.1416.231240813K7+070.84-K7+596525.1615.60-16.232167014S04標(biāo)段K7+596-K8+008.08412.0815.60-16.23165801951215BK0+522.98-BK0+702.68179.79.1176116CK0+439.4+CK0+589.54150.149.1117117S06標(biāo)段K14+930.95-K15+033.55102.6016.2334747627018K15+162.45-K15+463.55301.116.231019519K15+528.45-K15+758.55230.116.32779120K15+799.45-K15+81010.5516.2335721AK0+000-AK0+209.4209.49.1338122BK0+000-BK0+173.8173.89.1143423CK0+000-CK0+156.3156.319.1129024DK0+233-DK0+725491.279.1455525EK0+870-EK1+131261.869.1204326NK2+836.89-NK3+645.80808.9115.60-16.23(按雙幅施工)2940027PK0+000-PK0+626.28626.2816.32（單幅施工）1235028S07標(biāo)段K15+810-K16+235.05425.0516.32143927118429K17+196.95-K17+475.72278.7715.60-16.23939330K18+231.28-K19+4401208.7215.60-16.234069631AK0+206-AK0+5613559.1276932BK0+122-BK0+626504.39.1393433S08標(biāo)段AK0+043.1-AK0+933.83890.7平均26.08（雙幅施工）232342323434S09標(biāo)段K23+479.45-K23+569.0189.5616.2330313031035LM01合同段水穩(wěn)層下層工程量總計(jì)290018 LM01合同段水泥穩(wěn)定碎石層(上層)工程量統(tǒng)計(jì)表序號標(biāo)段里程樁號長 度（米）設(shè)計(jì)單幅寬度（米）工程量（米2）合計(jì)（米2）1S01標(biāo)段EK0+380.33-EK0+640.4259.678.2200755782HK0+091.72-HK0+352.89261.178.220143IK0+194.34-IK0+302.85108.517.758684JK0+304.98-JK0+391.1286.137.756895S02標(biāo)段AK0+002-AK0+372.55370.558.23543164226BK0+265.95-BK0+807.5394.398.259737CK0+074.056-CK0+419.49330.888.223938DK0+293.45-DK0+456.879147.088.217769NK5+776.567-NK5+943.57(右側(cè)加寬)1673.5-9.45115410NK5+709.687-NK5+924.91(左側(cè)加寬)215.223.5-9.45158311S03標(biāo)段K5+460.45-K5+686.58226.1315.8173604041412K5+731.42-K6+051.56320.1415.811203813K7+070.84-K7+596525.1615.6-15.812101614S04標(biāo)段K7+596-K8+008.08412.0815.6-15.81163701923015BK0+522.98-BK0+702.68179.7平均9.4168916CK0+439.4+CK0+589.54150.14平均7.8117117S06標(biāo)段K14+930.95-K15+033.55102.6015.8133517251918K15+162.45-K15+463.55301.115.81983419K15+528.45-K15+758.55230.115.81751520K15+799.45-K15+81010.5515.8134521AK0+000-AK0+209.4209.4平均15.66328022BK0+000-BK0+173.8173.8平均7.85136423CK0+000-CK0+156.3156.31平均7.85122724DK0+233-DK0+725491.27平均7.40363525EK0+870-EK1+131261.86平均7.40193826NK2+836.89-NK3+645.80808.91平均35.15（雙幅施工）2843027PK0+000-PK0+626.28626.28平均18.51160028S07標(biāo)段K15+810-K16+235.05425.0515.81138826849729K17+196.95-K17+475.72278.7715.6-15.81908430K18+231.28-K19+4401208.7215.6-15.813917231AK0+206-AK0+561355平均7.4262732BK0+122-BK0+626504.3平均7.4373233S08標(biāo)段AK0+043.1-AK0+933.83890.7平均26.08（雙幅施工）232342323434S09標(biāo)段K23+479.45-K23+569.0189.5615.81290002900035LM01合同段水穩(wěn)層上層工程量總計(jì)11278.23274894LM01合同段透層油工程量統(tǒng)計(jì)表序號標(biāo)段里程樁號長 度（米）設(shè)計(jì)單幅寬度（米）工程量（米2）合計(jì)（米2）1S03標(biāo)段K5+460.45-K5+686.58226.13平均15.87284402462K5+731.42-K6+051.56320.14平均18.50119463K7+070.84-K7+596525.16平均19.55210164S04標(biāo)段K7+596-K8+008.08412.08平均19.5516280162805S06標(biāo)段K14+930.95-K15+033.55102.6015.83306207616K15+162.45-K15+463.55301.115.897017K15+528.45-K15+758.55230.115.874148K15+799.45-K15+81010.5515.83409S07標(biāo)段K15+810-K16+235.05425.0515.8136956146810K17+196.95-K17+475.72278.77平均15.8897011K18+231.28-K19+4401208.72平均15.83880312S09標(biāo)段K23+479.45-K23+569.0189.56平均15.82868286813LM01合同段水穩(wěn)層下層工程量總計(jì)4129.96141623LM01合同段下封層工程量統(tǒng)計(jì)表序號標(biāo)段里程樁號長 度（米）設(shè)計(jì)單幅寬度（米）工程量（米2）合計(jì)（米2）1S01標(biāo)段EK0+380.33-EK0+640.4259.678.1196955032HK0+091.72-HK0+352.89261.178.119773IK0+194.34-IK0+302.85108.517.658684JK0+304.98-JK0+391.1286.137.656895S02標(biāo)段AK0+002-AK0+372.55370.558.13443156616BK0+265.95-BK0+807.5394.398.154557CK0+074.056-CK0+419.49330.888.123208DK0+293.45-DK0+456.879147.088.117449NK5+776.567-NK5+943.57(右側(cè)加寬)1673.4-9.4113710NK5+709.687-NK5+924.91(左側(cè)加寬)215.223.4-9.4156211S03標(biāo)段K5+460.45-K5+686.58226.1315.7172844024612K5+731.42-K6+051.56320.1415.711194613K7+070.84-K7+596525.1615.5-15.712101614S04標(biāo)段K7+596-K8+008.08412.0815.5-15.71162801902915BK0+522.98-BK0+702.68179.7平均9.3169816CK0+439.4+CK0+589.54150.14平均7.7105117S06標(biāo)段K14+930.95-K15+033.55102.6015.7133066888118K15+162.45-K15+463.55301.115.71970119K15+528.45-K15+758.55230.115.71741420K15+799.45-K15+81010.5515.7134021AK0+000-AK0+209.4209.4平均15.5692022BK0+000-BK0+173.8173.8平均7.75129523CK0+000-CK0+156.3156.31平均7.75116524DK0+233-DK0+725491.27平均7.30297925EK0+870-EK1+131261.86平均7.30173126NK2+836.89-NK3+645.80808.91平均35.15（雙幅施工）2843027PK0+000-PK0+626.28626.28平均18.51160028S07標(biāo)段K15+810-K16+235.05425.0515.81136956749129K17+196.95-K17+475.72278.7715.6-15.81897030K18+231.28-K19+4401208.7215.6-15.813880331AK0+206-AK0+561355平均7.4251232BK0+122-BK0+626504.3平均7.4351133S08標(biāo)段AK0+043.1-AK0+933.83890.7平均26.08（雙幅施工）205642056434S09標(biāo)段K23+479.45-K23+569.0189.5615.812868286835LM01合同段下封層工程量總計(jì)11278.23240243LM01合同段粘層油工程量統(tǒng)計(jì)表序號標(biāo)段里程樁號長度（m）設(shè)計(jì)寬度(m)工程量(m2)合計(jì)(m2)1S01標(biāo)段K0+883-K1+71783415.25X2（橋面）29762701142K1+717-K3+040132315.25X2(橋面)403523S02標(biāo)段K3+040-K5+460.452420.4515.25X2（橋面）78583785834S03標(biāo)段K5+460.45-K5+686.58226.1315.37X2（路面）211271548525K5+686.58-K5+731.4244.8415.25X2（橋面）11246K5+731.42-K6+051.56320.1415.37X2（路面）349417K6+051.56-K7+070.841019.2819X2(橋面)372278K7+070.84- K7+596525.91618.75X2至19.12X2（路面）604339S04標(biāo)段K7+596-K8+008.08412.0818.75X2至19.12X2（路面）46840141319.310K8+008.08-K9+545.431537.3518.75X2至19.12X2（橋面）94479.311K9+545.43-K10+562.031016.6019X2(橋面)12S05標(biāo)段K10+562.03-K12+3231760.9719.25X2(橋面)618386183813S06標(biāo)段K12+323- K14+322.51999.515.25X2(橋面)6062914K14+322.5- K14+930.95608.515.25X2(橋面)22074.515K14+930.95-K15+033.55102.615.37X2（路面）952316K15+033.55- K15+162.45128.9015.25X2(橋面)426217K15+162.45- K15+463.55301.115.37X2（路面）2794818S06標(biāo)段K15+463.55- K15+528.4564.915.25X2(橋面)2824151189.519K15+528.45- K15+758.55230.115.37X2（路面）2135820K15+758.55- K15+799.4540.915.25X2(橋面)159221K15+799.45- K15+81010.5515.37X2（路面）97922S07標(biāo)段K15+810- K16+235.05425.0515.37X2（路面）4264123364623K16+235.05- K17+196.95961.915.25X2(橋面)2966824K17+196.95- K17+475.72278.7715.37X2（路面）2789725K17+475.72- K18+231.28755.5615.25X2(橋面)2337526K18+231.28-K19+4401208.7215.37X2（路面）11006527S08標(biāo)段K19+440- K19+91747715.25X2(橋面)146557539828 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LM01合同段鋼筋砼橋面鋪裝工程量統(tǒng)計(jì)表序號標(biāo)段橋梁名稱鋼筋砼橋面鋪裝區(qū)段區(qū)段長度（米）鋪裝面積（米2）單橋鋪裝面積（米2）橋面防水層（米2）1S01東沙主線橋（K0+516-K0+883）367.000 25983825092A匝道橋1116.208103343標(biāo)段B匝道橋1431.44313938258934互通C匝道橋807.25573875D匝道橋1093.91194276E匝道橋257.63419087立交橋F匝道橋829.97972758G匝道橋25920169H匝道橋107.2375210I匝道橋206.43165211J匝道橋229.488183712S02南浦互通A匝道橋（AK0+372.56-AK04590 +501)128.44102813標(biāo)段立交橋B匝道橋(BK0+137.50- BK0+265.94)128.44102814C匝道橋(CK0+419.50-CK0+577.94)158.44126815D匝道橋(DK0+135.00-DK0+293.44)158.44126816A匝道橋（AK0+187.44-AK0+600）412.56617517B匝道橋1號橋（BK0+348.73-BK0+522.98）174.25308418S04B匝道橋2號橋（BK0+702.68-BK1+036.13）333.45300019新客站互C匝道橋1號橋16550.4（CK0+155.95-CK0+439.4）283.451989.220C匝道橋2號橋通立交橋（CK0+589.54-CK0+637.99）48.45341.221標(biāo)段D匝道橋(DK0+105.64-DK0+384.83)279.191961 LM01合同段鋼筋砼橋面鋪裝工程量統(tǒng)計(jì)表序號標(biāo)段橋梁名稱 鋼筋砼橋面鋪裝區(qū)段區(qū)段長度鋪裝面積單橋鋪裝橋面防（米）（米2）面積合計(jì)水層（米2）（米2）22S05A匝道橋906.7088650標(biāo)段（AK0+131.367-AK1+038.075）4726923金山B匝道橋1203.87211169互通（BK0+213.039-BK1+416.911）24立交橋C匝道橋1235.55311887（CK0+154.136-CK1+389.689）25D匝道橋468.4483310(DK0+192.661-DK0+661.109)30禺山互通三號主線橋865031禺山互通四號主線橋1116932B匝道橋S06禺山（BK0+173.77-BK0+651.47）477.733標(biāo)段互通C匝道橋29661立交（CK0+156.31-CK0+907.38）751.0734橋D匝道橋（DK0+158.34-DK0+223.24）64.935E匝道橋（EK0+156.87-EK0+869.56）712.6936B匝道橋S08沙灣互通（BK0+241.50-BK0+396.92）155.421088573637標(biāo)段立交C匝道橋橋(CK0+248.58-CK0+454.00)205.42143838D匝道橋(DK0+239.50-DK0+444.92)205.42146439E匝道橋(EK0+118.58-EK0+368.00)249.42174640LM01合同段鋼筋砼橋面鋪裝工程量總計(jì)186315.4平方米。LM01合同段三涂橋面防水層工程量統(tǒng)計(jì)表序號標(biāo)段里程樁號長度（m）設(shè)計(jì)寬度(m)工程量(m2)合計(jì)(m2)S01標(biāo)段K0+516-K0+883367平均70.825983960971K0+883-K1+71783415.25X2（橋面）297622K1+717-K3+040132315.25X2(橋面)403523S02標(biāo)段K3+040-K5+460.452420.4515.25X2（橋面）78583785834S03標(biāo)段K5+686.58-K5+731.4244.8415.25X2（橋面）1124378665K6+051.56-K7+070.841019.2819X2(橋面)367426S04標(biāo)段K8+008.08-K9+545.431537.3518.75X2至19.12X2（橋面）55642942737K9+545.43-K10+562.031016.6019X2(橋面)386318S05標(biāo)段K10+562.03-K12+3231760.9715.25X2(橋面)61838618389S06標(biāo)段K1