高速公路實施性施工組織設(shè)計(專家評審)改

實施性施工組織設(shè)計(此檔Word格式，載可任編修?。ㄎ募浒柑枺海┦┕そM織設(shè)計工程名稱：編制單位：編制人：審核人：批準(zhǔn)人：編制日期：

年

月

日

實施性施工組織設(shè)計目

錄第一章編制依據(jù)及原....................................................................................................-11.1適用范..............................................................................................................--1.2編制依..............................................................................................................--1.3編制原..............................................................................................................--第二章工程概................................................................................................................-2-2.1工程述..............................................................................................................--2.2要工程數(shù)量...................................................................................................-22.3術(shù)標(biāo)準(zhǔn)...................................................................................................-22.4況..........................................................................................-72.4.1地地貌................................................................................................-72.4.2氣候.........................................................................................................72.4.3區(qū)地述.......................................................................................--2.4.4水地件.......................................................................................--2.5工條件.............................................................................................................-72.5.1交條件................................................................................................-72.5.2施用水................................................................................................-72.5.3施用電................................................................................................-82.5.4材供應(yīng)................................................................................................-82.5.5季影響................................................................................................-82.6程特點及紹.................................................................................-82.6.1工特點................................................................................................-82.6.2施重點................................................................................................-82.6.3施難點................................................................................................-9第三章施工總部署....................................................................................................103.1工機構(gòu).................................................................................................-10-3.1.1施組置...........................................................................-10-3.1.2主人室能..................................................................-103.2分.................................................................................................--3.2.1工部署..............................................................................................-123.2.2工任分.....................................................................................-123.3規(guī)...................................................................................--3.3.1施場劃...........................................................................-13-3.3.2項經(jīng)地................................................................................--3.3.3砼和站..............................................................................................-143.3.4工試室.........................................................................................--3.3.5鋼加場.........................................................................................--3.3.6預(yù)梁場..............................................................................................-173.3.7施便橋................................................................................--3.3.8施用電..............................................................................................-193.4排........................................................................................-193.4.1施準(zhǔn)段.....................................................................................-193.4.2主施段.....................................................................................-203.4.3收驗段.....................................................................................-203.5排........................................................................................-20

實施性施工組織設(shè)計3.5.1施總劃...........................................................................-20-3.5.2生要置.....................................................................................-283.5.3主原應(yīng)................................................................................--3.5.4資使劃.....................................................................................-33第章主要工程項目的施工方案、方法......................................................................354.1工測量...........................................................................................................--4.1.1控網(wǎng)立.....................................................................................-354.1.2關(guān)測度...........................................................................-36-4.1.3主工量...........................................................................-36-4.2基程.............................................................................................-404.2.1施案..............................................................................................404.2.2施方工藝.......................................................................-40-4.2.3技措施..............................................................................................-434.3.4路重工................................................................................--4.3護排水程.............................................................................................-444.3.1施方案..............................................................................................-444.3.2施方工藝.......................................................................-44-4.3.3技措施..............................................................................................-454.4程...........................................................................................................--4.4.1樁礎(chǔ)工.........................................................................................--4.4.2承施工..............................................................................................-544.4.3墩施工..............................................................................................-564.4.4蓋施工..............................................................................................-594.4.5橋施工..............................................................................................-624.4.6箱T制..................................................................................-644.4.7現(xiàn)箱工.....................................................................................-674.4.8預(yù)梁設(shè).....................................................................................-694.4.9橋系屬.....................................................................................-704.4.10施............................................................................................--4.5道......................................................................................................734.5.1施方案..............................................................................................-734.5.2施方藝................................................................................--4.6.............................................................................................-754.6.1空高工...........................................................................-75-4.6.2路石工...........................................................................-81-第五章隧道工程（重點、難點、關(guān)鍵工程.................................................................845.1路...........................................................................................................--5.2.............................................................................................-845.2.1洞開挖..............................................................................................-845.2.2洞邊護...........................................................................-85-5.2.3洞與工................................................................................--5.2.3超支護..............................................................................................-885.2.4洞開挖..............................................................................................-945.2.5初支護..............................................................................................-985.2.6二襯砌............................................................................................-105-5.2.7仰及充.......................................................................................-112

實施性施工組織設(shè)計5.2.8防水.................................................................................................-1125.2.9隧內(nèi)飾.......................................................................................-1135.2.10程..........................................................................................-1145.2.11程..........................................................................................-1145.35.45.55.6章6.16.26.36.4章7.17.27.37.47.5

量.........................................................................................................-1165.3.1測控級..............................................................................1165.3.2測實法...................................................................................-1165.3.3細施樣...................................................................................-1185.3.4竣測量............................................................................................-119-測.........................................................................................................-1205.4.1監(jiān)量的...................................................................................-1205.4.1監(jiān)量目...................................................................................-1205.4.2監(jiān)量計圖.....................................................................-121-5.4.3監(jiān)量率...................................................................................-1235.4.4監(jiān)量項.........................................................................--報...............................................................................................--5.5.1淺鉆法.....................................................................................-125-5.5.2地波測...................................................................................-1255.5.3地雷測...................................................................................-125案....................................................................................................1255.6.1隧洞施工.....................................................................-125-5.6.2光爆施工.....................................................................-126-5.6.3隧開理法..................................................-5.6.4隧破工.........................................................................--5.6.5叉工................................................................-134工期保證措施........................................................................-135工期目標(biāo).........................................................................................................--系...............................................................................................-135-構(gòu)圖........................................................................--施...............................................................................................-137-6.4.1對項重解..................................................-6.4.2本目特...........................-137-6.4.3重工證施................................................................-1386.4.4雨等條施....................................-1396.4.5關(guān)設(shè)保施...........................................................-1406.4.6與他銜施....................................-1406.4.7社環(huán)保施...........................................................-140質(zhì)及施.............................................................-142-質(zhì)量目..........................................................................................................-142-工程質(zhì)量管理體..........................................................................................--工程質(zhì)量構(gòu)..............................................................................142程序.................................................................................--法施........................................................................--7.5.1材質(zhì)控...................................................................................-1447.5.2施過監(jiān)控.....................................................................-144-7.5.3驗質(zhì)制..............................................................................144

實施性施工組織設(shè)計7.5.4首工度...................................................................................-1447.6措.................................................................................1457.7識施.........................-7.7.1對量識見...........................................................-1457.7.2質(zhì)預(yù)措施.....................................................................-146-章生產(chǎn)管理施..............................................................-1488.1標(biāo).........................................................................................................-1488.2系......................................................................................-148-8.3構(gòu)......................................................................................-149-8.4全管理制度...............................................................................................-1498.4.1安生度.........................................................................--8.4.2安培度.........................................................................--8.4.3安技度.........................................................................--8.4.4特人崗度................................................................-1538.4.5特設(shè)檢度...........................................................-1548.4.6危崗規(guī)度....................................-1558.4.7安措專度....................................-1558.4.8安生度.........................................................................--8.5安問和見........................................................................-8.6.1技保施...................................................................................-1578.6.2隧施施.........................................................................--8.6.3路施施.........................................................................--8.6.4路高安施...........................................................-1598.6.5橋施施.........................................................................--8.6.6全.....................................................................1648.6.7現(xiàn)連安施..................................................-8.6.8特作術(shù)施................................................................-1698.7設(shè)...............................................................................................-173-章保施......................................-174-9.1境保護目標(biāo)...............................................................................................-1749.2保系...............................................................-1749.3織圖......................................................................................-1749.4保見.....................................................-9.5施...............................................................................................-175-第十章文明施工、文保護保證體系及保證措施...................................................-17810.1施及施............................................................-17810.2保施...............................................................................-181-章風(fēng)預(yù)測與案............................................-18311.1風(fēng)范...............................................................................-183-11.2應(yīng)案.............................................................................................-183章其他應(yīng)說明的事.....................................................................................-19412.1保施.............................................................................................-19412.1.1施........................-19412.1.2施.............................-19412.2標(biāo)理.............................................................................................-19512.2.1化.....................................................................................195

實施性施工組織設(shè)計12.2.2化.....................................................................................19512.2.3化............................................................................-196-12.3缺期........................................................-19612.3.1諾..........................................................................................-19612.3.2任..........................................................................................-19612.3.3旨..........................................................................................-19612.3.4序..................................................................--12.3.5..............................................................19712.3.6訪..........................................................................................-19912.3.7項..........................................................................................-199

實施性施工組織設(shè)計

實施性施工組織設(shè)計第章

編依及則1.1適用范：路）TJ3合。1.2編制依1.2.11.2.21.2.31.2.4

路。路。路。交通。1.2.5

()》(2010435)1.2.61.2.7

。隊。1.2.8

。1.3編制原1.3.1

排。1.3.21.3.31.3.4。

。。連-

1-

實施性施工組織設(shè)計第章

工概2.1工程簡述TJ3合段K13+900K23+500路長9.6km要內(nèi)：挖方233萬m3，填170萬3，混凝土墻，互通交1，特大橋1，大橋6座，主長，互通匝梁2座，匝道總長283.4m，通道（部），涵洞12（線涵洞7道；匝道及共5道），隧道座（長1290m，右長，共占地922.5，額人期17月。2.2主要程量標(biāo)次路基100m義都互通主線580.6m2325箱）→義都互通C匝425現(xiàn)D匝道（325+425現(xiàn)）、部分）→路水村1號大橋555.6m25+530+1125力梁

)

→路基144m水藍村大橋105.6m25預(yù)力砼箱梁)路基義都圩大(3540預(yù)土T)路基1466m→義都河橋547.2m(左：1240砼T+230、右：1340預(yù)砼T)→路基新嶺大橋186.4m(630預(yù)應(yīng)梁

)

→路基竹下大橋848m(2140凝土2140土)→路基19m（右線兩礤隧道1290m1281m→路基460m。數(shù)表。2.3主要術(shù)準(zhǔn)：車道；道路/隧：100km/h；建：凈寬0.75+0.75+23.75+1.0+1.0=11m高5.0m。停限：凈寬0.75+0.75+23.75+1.0+3.0+1.0=14m；高5.0m。洞凈寬4.5m凈高5.0m。橫：寬2.0m，高2.5m；等砌于S8；：斷度26m；-

2-

實施性施工組織設(shè)計：路級值：0.05g；、基。路基開挖路基填筑軟土地基處理邊溝急流槽或跌水路基盲（滲）溝涵洞上下游改溝渠鋪砌路基排水管

表主要工程數(shù)量工程清理現(xiàn)場挖土方挖石方挖除非適用材料（不含淤泥）改河、改渠、改路挖方利用土方利用石方錐坡及臺前溜坡填土換填碎石換填土沖擊碾壓換填石渣換填C15片石混凝土液壓式壓路機碾壓改河、改渠、改路填筑單向玻纖格柵雙向格柵路基整修淺碟形邊溝（含夯實、土工布、植草等）漿砌片石邊溝C20混凝土預(yù)制塊C30混凝土預(yù)制塊漿砌片石排水溝漿砌片石截水溝漿砌片石急流槽C25現(xiàn)澆混凝土碎石料盲（滲）溝片石盲（滲）溝漿砌片石鋪砌干砌片石鋪砌φ排管φ100-150mmPVC排管φ450-500mmPVC排管塑料軟式透水管-3-

單位m2m3m3m3m3m3m3m3m3m3m2·m3m3m2·m3m2m2kmm2m3m3m3m3m3m3m3m3m3m3m3mmmm

數(shù)量175918.91487771571100212522.53579210752025336696934.671100.744929.810157420135831.9111077439609253742.53641685.09626261.8110.7315.132713009.567788.53685.8177.13796.79678147563451.723109742075

實施性施工組織設(shè)計護坡、護面墻混凝土護坡

塑料硬式透水管跌水井噴播草灌護坡三維植被網(wǎng)護坡客土噴播草灌護坡人字形骨架漿砌片石護坡漿砌片石檢查踏步預(yù)制六棱磚護坡運輸六棱磚護坡安裝六棱磚護坡漿砌片（塊）石擋墻C20片石混凝土

mm3m2m2m2m3m3m3m3m3m3m3

12007.342.99220254.470927.4945148.216086.1571.1300.6300.6300.63487.92197擋土墻C20凝土擋土墻基礎(chǔ)碎石墊層C15片石混凝土預(yù)應(yīng)力錨索錨桿

m3m3m3mm

11634.9933.8485.61968628986框架梁、地梁、錨墩混凝土河道防護橋梁交通安全設(shè)施機電工程

C25混凝土C30混凝土混凝土鋼筋漿砌片石錐坡C20片石混凝土主線橋互通內(nèi)橋梁涵洞通道隧道（單線）基礎(chǔ)鋼筋（護欄）C25混凝土基礎(chǔ)（護欄）人孔B325×螺旋焊接鋼管水井蓄水池鍍鋅扁鋼（接地）鍍鋅角鋼（接地）φ114×4mm鍍鋅鋼管預(yù)埋金屬管預(yù)埋接線盒

m3m3kgm3m3m/座m/座道道m(xù)/座kgm3個m口座m根mm個

1885.75911.22391082.4381.352.54221.8/7283.4/21231290/111075.5114167012180025822405049583-

4-

中鐵十二局集團龍懷公TJ3合段項目經(jīng)理部表

橋梁工程概況覽表序號

起訖樁號

橋名

孔跨結(jié)構(gòu)(×

交角橋梁全長()（m）

樁基

承臺

基礎(chǔ)及下部構(gòu)造系梁橋臺圓柱墩

矩形墩

蓋梁()(個)()(個)

()

(個

(1

K15+877.500

水藍村1號橋5*25+5*30+11*25

90

555.6

88

34

4

78

442

K16+352.000

水藍村2號橋

4*25

90

105.6

20

6

4

12

103

K17+153.000

義都圩特大橋

35*40

90

1408

240

48

28

4

40

48

4K19+588.000

義都河大橋(）

13*40

90

528

46

9

9

2

8

5

154K19+597.600

義都河大橋(）

12*40+2*30

90

547.2

48

9

5

2

6

5

145K20+210.000

新嶺大橋

6*30

90

186.4

28

13

4

20

14K21+301.000

竹山下大橋(）

21*40

90

848

56

6

12

2

24

4

226789

K21+307.000K14+012.650CK1+659.8DK0+244.063

竹山下大橋(）義都互通主線橋C匝道橋D匝道橋

21*4023*254*253*25+4*25

9090

84580.6105.6177.8

561171018

64

1560510

2422

18106614

3

2248合計

主橋長4231.4m，匝道長：141.7m。

725

82

197

32

332

65

193-

5-

中鐵十二局集團龍懷公路標(biāo)項目經(jīng)理部

實施性施工組織設(shè)計表2.2-3

隧道工概況覽表左線

右線隧道名稱里程

長度(圍類別

里程

長度(m)

圍巖類別兩礤隧道

Z1K21+750~Z1K21+900Z1K21+900~Z1K21+990Z1K21+990~Z1K22+520Z1K22+520~Z1K22+550Z1K22+550~Z1K22+800Z1K22+800~Z1K22+900Z1K22+900~Z1K23+040

1509053030250100140

ⅤⅣⅢⅡⅢⅣⅤ

K21+734~K21+890K21+890~K22+000K22+000~K22+510K22+510~K22+540K22+540~K22+800K22+800~K22+880K22+880~K23+015

1561105103026080135

ⅤⅣⅢⅡⅢⅣⅤ表2.2-4

涵洞工概況覽表序號

中心里程

結(jié)構(gòu)類型

交角

孔數(shù)及孔徑

涵長（）涵填土高度（）

備注123456789101112131415

K15+167.5BK0+146CK0+577.5CK0+710CK1+055EK0+130K18+055K18+208K18+905K18+500K19+097K20+504K20+607K23+209K23+440

蓋板涵蓋板涵蓋板涵蓋板涵蓋板涵蓋板涵蓋板涵蓋板涵蓋板涵蓋板通道蓋板涵蓋板涵蓋板通道蓋板通道蓋板涵

10590759075901054510560115907010590

1-4.0×1-2.0×1-2.0×1-2.0×1-4.0×1-2.0×1-2.0×1-4.0×1-2.0×1-4.0×1-4.0×1-4.0×1-4.0×1-6.0×1-2.0×

103.885435.093785.881345.09141.8676.0945.11110.66352.1366.3948

19.617.434.393.6319.41.015.7919.5213.444.3819.5310.826.947.784.6416

合計

977.12-

6-

中鐵十二局集團龍懷公路標(biāo)項目經(jīng)理部2.4沿線自然地理概況

實施性施工組織設(shè)計2.4.1

地形地起號K13+900K23+500屬谷（K13+900～K17+700K17+860）地（K13+900K16+650、K17+700K17+860）、河貌K17+860K19+430K19+680～）。路總。2.4.2

氣候風(fēng)候的熱帶候氣候溫和沛光。地形多季節(jié)方異性也明的溫5-6月的、夏、秋風(fēng)、隆低、春和旱局。2.4.3

區(qū)域地質(zhì)簡料場地主要系殘積土部分布有軟土，山間谷地分布沖圓礫土及卵土。下伏基巖燕巖質(zhì)。史破。度，抗度度，震期。2.4.4

水文地質(zhì)條系育，其支，間溪水次呈枝狀，均為雨源型河流河給，降水對流量及時空分和變化有著決定性的影。及基巖中的隙水，孔隙水存于碎石層中，接受大降于基巖的節(jié)裂，要大給隙。2.5施工條2.5.1

交通條道、道道，鄉(xiāng)寬，線，大。2.5.2

施工用-

7-

中鐵十二局集團龍懷公路標(biāo)項目經(jīng)理部

實施性施工組織設(shè)計河水采河近，。2.5.3

施工用有10KV義都718，電，可。K7+500月有變，確線。2.5.4

材料供沿料甲之用序。2.5.5

季節(jié)影程期較工難。區(qū)干濕季春多雨，4-9月，降。過雨工作，科學(xué)有序的組織季保雨季施工作業(yè)人員的人安設(shè)。是做水、汛、災(zāi)、”。攪站、和施要取設(shè)置完系，路基填方施工應(yīng)避開水方施工為主頂要前施工，其他排水工程與并與原有水之間形成較完的排水系統(tǒng)；涵洞與防工為路基成型造條件，其余護路見。2.6工程特及點紹2.6.1工程點(1)本僅17個，；(2)外，；(3)兩道IVV比，復(fù)；(4)路；(5)高復(fù)。2.6.2

施工重(1)進出段表層均為圍巖為強風(fēng)化巖，巖體破碎，結(jié)構(gòu)松散，浸水軟能力差，拱和側(cè)壁存在大方，工。-

8-

中鐵十二局集團龍懷公路標(biāo)項目經(jīng)理部

實施性施工組織設(shè)計(2)分IV級風(fēng)化，和易，和。(3)監(jiān)新法式、心，到反饋和指導(dǎo)施工的作，貫通誤差的要方法。超前質(zhì)預(yù)報是了解掌子面前工重要手段，以避免出現(xiàn)安事故，確保施工安全。以量測前是隧通有保證。(4)挖方段高邊坡段嚴重，防沖刷差坡差，爆和路段，質(zhì)質(zhì)。(5)都圩特大橋和義都谷，跨越河溝，部分墩身在50m以，最達屬，其施和，施工前需辦過施。2.6.3

施工難(