高速公路实施性施工组织设计(专家评审)改

实施性施工组织设计(此档Word格式，载可任编修！（文件备案号：）施工组织设计工程名称：编制单位：编制人：审核人：批准人：编制日期：

年

月

日

实施性施工组织设计目

录第一章编制依据及原....................................................................................................-11.1适用范..............................................................................................................--1.2编制依..............................................................................................................--1.3编制原..............................................................................................................--第二章工程概................................................................................................................-2-2.1工程述..............................................................................................................--2.2要工程数量...................................................................................................-22.3术标准...................................................................................................-22.4况..........................................................................................-72.4.1地地貌................................................................................................-72.4.2气候.........................................................................................................72.4.3区地述.......................................................................................--2.4.4水地件.......................................................................................--2.5工条件.............................................................................................................-72.5.1交条件................................................................................................-72.5.2施用水................................................................................................-72.5.3施用电................................................................................................-82.5.4材供应................................................................................................-82.5.5季影响................................................................................................-82.6程特点及绍.................................................................................-82.6.1工特点................................................................................................-82.6.2施重点................................................................................................-82.6.3施难点................................................................................................-9第三章施工总部署....................................................................................................103.1工机构.................................................................................................-10-3.1.1施组置...........................................................................-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规...................................................................................--3.3.1施场划...........................................................................-13-3.3.2项经地................................................................................--3.3.3砼和站..............................................................................................-143.3.4工试室.........................................................................................--3.3.5钢加场.........................................................................................--3.3.6预梁场..............................................................................................-173.3.7施便桥................................................................................--3.3.8施用电..............................................................................................-193.4排........................................................................................-193.4.1施准段.....................................................................................-193.4.2主施段.....................................................................................-203.4.3收验段.....................................................................................-203.5排........................................................................................-20

实施性施工组织设计3.5.1施总划...........................................................................-20-3.5.2生要置.....................................................................................-283.5.3主原应................................................................................--3.5.4资使划.....................................................................................-33第章主要工程项目的施工方案、方法......................................................................354.1工测量...........................................................................................................--4.1.1控网立.....................................................................................-354.1.2关测度...........................................................................-36-4.1.3主工量...........................................................................-36-4.2基程.............................................................................................-404.2.1施案..............................................................................................404.2.2施方工艺.......................................................................-40-4.2.3技措施..............................................................................................-434.3.4路重工................................................................................--4.3护排水程.............................................................................................-444.3.1施方案..............................................................................................-444.3.2施方工艺.......................................................................-44-4.3.3技措施..............................................................................................-454.4程...........................................................................................................--4.4.1桩础工.........................................................................................--4.4.2承施工..............................................................................................-544.4.3墩施工..............................................................................................-564.4.4盖施工..............................................................................................-594.4.5桥施工..............................................................................................-624.4.6箱T制..................................................................................-644.4.7现箱工.....................................................................................-674.4.8预梁设.....................................................................................-694.4.9桥系属.....................................................................................-704.4.10施............................................................................................--4.5道......................................................................................................734.5.1施方案..............................................................................................-734.5.2施方艺................................................................................--4.6.............................................................................................-754.6.1空高工...........................................................................-75-4.6.2路石工...........................................................................-81-第五章隧道工程（重点、难点、关键工程.................................................................845.1路...........................................................................................................--5.2.............................................................................................-845.2.1洞开挖..............................................................................................-845.2.2洞边护...........................................................................-85-5.2.3洞与工................................................................................--5.2.3超支护..............................................................................................-885.2.4洞开挖..............................................................................................-945.2.5初支护..............................................................................................-985.2.6二衬砌............................................................................................-105-5.2.7仰及充.......................................................................................-112

实施性施工组织设计5.2.8防水.................................................................................................-1125.2.9隧内饰.......................................................................................-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测控级..............................................................................1165.3.2测实法...................................................................................-1165.3.3细施样...................................................................................-1185.3.4竣测量............................................................................................-119-测.........................................................................................................-1205.4.1监量的...................................................................................-1205.4.1监量目...................................................................................-1205.4.2监量计图.....................................................................-121-5.4.3监量率...................................................................................-1235.4.4监量项.........................................................................--报...............................................................................................--5.5.1浅钻法.....................................................................................-125-5.5.2地波测...................................................................................-1255.5.3地雷测...................................................................................-125案....................................................................................................1255.6.1隧洞施工.....................................................................-125-5.6.2光爆施工.....................................................................-126-5.6.3隧开理法..................................................-5.6.4隧破工.........................................................................--5.6.5叉工................................................................-134工期保证措施........................................................................-135工期目标.........................................................................................................--系...............................................................................................-135-构图........................................................................--施...............................................................................................-137-6.4.1对项重解..................................................-6.4.2本目特...........................-137-6.4.3重工证施................................................................-1386.4.4雨等条施....................................-1396.4.5关设保施...........................................................-1406.4.6与他衔施....................................-1406.4.7社环保施...........................................................-140质及施.............................................................-142-质量目..........................................................................................................-142-工程质量管理体..........................................................................................--工程质量构..............................................................................142程序.................................................................................--法施........................................................................--7.5.1材质控...................................................................................-1447.5.2施过监控.....................................................................-144-7.5.3验质制..............................................................................144

实施性施工组织设计7.5.4首工度...................................................................................-1447.6措.................................................................................1457.7识施.........................-7.7.1对量识见...........................................................-1457.7.2质预措施.....................................................................-146-章生产管理施..............................................................-1488.1标.........................................................................................................-1488.2系......................................................................................-148-8.3构......................................................................................-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特人岗度................................................................-1538.4.5特设检度...........................................................-1548.4.6危岗规度....................................-1558.4.7安措专度....................................-1558.4.8安生度.........................................................................--8.5安问和见........................................................................-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桥施施.........................................................................--8.6.6全.....................................................................1648.6.7现连安施..................................................-8.6.8特作术施................................................................-1698.7设...............................................................................................-173-章保施......................................-174-9.1境保护目标...............................................................................................-1749.2保系...............................................................-1749.3织图......................................................................................-1749.4保见.....................................................-9.5施...............................................................................................-175-第十章文明施工、文保护保证体系及保证措施...................................................-17810.1施及施............................................................-17810.2保施...............................................................................-181-章风预测与案............................................-18311.1风范...............................................................................-183-11.2应案.............................................................................................-183章其他应说明的事.....................................................................................-19412.1保施.............................................................................................-19412.1.1施........................-19412.1.2施.............................-19412.2标理.............................................................................................-19512.2.1化.....................................................................................195

实施性施工组织设计12.2.2化.....................................................................................19512.2.3化............................................................................-196-12.3缺期........................................................-19612.3.1诺..........................................................................................-19612.3.2任..........................................................................................-19612.3.3旨..........................................................................................-19612.3.4序..................................................................--12.3.5..............................................................19712.3.6访..........................................................................................-19912.3.7项..........................................................................................-199

实施性施工组织设计

实施性施工组织设计第章

编依及则1.1适用范：路）TJ3合。1.2编制依1.2.11.2.21.2.31.2.4

路。路。路。交通。1.2.5

()》(2010435)1.2.61.2.7

。队。1.2.8

。1.3编制原1.3.1

排。1.3.21.3.31.3.4。

。。连-

1-

实施性施工组织设计第章

工概2.1工程简述TJ3合段K13+900K23+500路长9.6km要内：挖方233万m³，填170万³，混凝土墙，互通交1，特大桥1，大桥6座，主长，互通匝梁2座，匝道总长283.4m，通道（部），涵洞12（线涵洞7道；匝道及共5道），隧道座（长1290m，右长，共占地922.5，额人期17月。2.2主要程量标次路基100m义都互通主线580.6m2325箱）→义都互通C匝425现D匝道（325+425现）、部分）→路水村1号大桥555.6m25+530+1125力梁

)

→路基144m水蓝村大桥105.6m25预力砼箱梁)路基义都圩大(3540预土T)路基1466m→义都河桥547.2m(左：1240砼T+230、右：1340预砼T)→路基新岭大桥186.4m(630预应梁

)

→路基竹下大桥848m(2140凝土2140土)→路基19m（右线两礤隧道1290m1281m→路基460m。数表。2.3主要术准：车道；道路/隧：100km/h；建：净宽0.75+0.75+23.75+1.0+1.0=11m高5.0m。停限：净宽0.75+0.75+23.75+1.0+3.0+1.0=14m；高5.0m。洞净宽4.5m净高5.0m。横：宽2.0m，高2.5m；等砌于S8；：断度26m；-

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实施性施工组织设计：路级值：0.05g；、基。路基开挖路基填筑软土地基处理边沟急流槽或跌水路基盲（渗）沟涵洞上下游改沟渠铺砌路基排水管

表主要工程数量工程清理现场挖土方挖石方挖除非适用材料（不含淤泥）改河、改渠、改路挖方利用土方利用石方锥坡及台前溜坡填土换填碎石换填土冲击碾压换填石渣换填C15片石混凝土液压式压路机碾压改河、改渠、改路填筑单向玻纤格栅双向格栅路基整修浅碟形边沟（含夯实、土工布、植草等）浆砌片石边沟C20混凝土预制块C30混凝土预制块浆砌片石排水沟浆砌片石截水沟浆砌片石急流槽C25现浇混凝土碎石料盲（渗）沟片石盲（渗）沟浆砌片石铺砌干砌片石铺砌φ排管φ100-150mmPVC排管φ450-500mmPVC排管塑料软式透水管-3-

单位m2m3m3m3m3m3m3m3m3m3m2·m3m3m2·m3m2m2kmm2m3m3m3m3m3m3m3m3m3m3m3mmmm

数量175918.91487771571100212522.53579210752025336696934.671100.744929.810157420135831.9111077439609253742.53641685.09626261.8110.7315.132713009.567788.53685.8177.13796.79678147563451.723109742075

实施性施工组织设计护坡、护面墙混凝土护坡

塑料硬式透水管跌水井喷播草灌护坡三维植被网护坡客土喷播草灌护坡人字形骨架浆砌片石护坡浆砌片石检查踏步预制六棱砖护坡运输六棱砖护坡安装六棱砖护坡浆砌片（块）石挡墙C20片石混凝土

mm3m2m2m2m3m3m3m3m3m3m3

12007.342.99220254.470927.4945148.216086.1571.1300.6300.6300.63487.92197挡土墙C20凝土挡土墙基础碎石垫层C15片石混凝土预应力锚索锚杆

m3m3m3mm

11634.9933.8485.61968628986框架梁、地梁、锚墩混凝土河道防护桥梁交通安全设施机电工程

C25混凝土C30混凝土混凝土钢筋浆砌片石锥坡C20片石混凝土主线桥互通内桥梁涵洞通道隧道（单线）基础钢筋（护栏）C25混凝土基础（护栏）人孔B325×螺旋焊接钢管水井蓄水池镀锌扁钢（接地）镀锌角钢（接地）φ114×4mm镀锌钢管预埋金属管预埋接线盒

m3m3kgm3m3m/座m/座道道m/座kgm3个m口座m根mm个

1885.75911.22391082.4381.352.54221.8/7283.4/21231290/111075.5114167012180025822405049583-

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中铁十二局集团龙怀公TJ3合段项目经理部表

桥梁工程概况览表序号

起讫桩号

桥名

孔跨结构(×

交角桥梁全长()（m）

桩基

承台

基础及下部构造系梁桥台圆柱墩

矩形墩

盖梁()(个)()(个)

()

(个

(1

K15+877.500

水蓝村1号桥5*25+5*30+11*25

90

555.6

88

34

4

78

442

K16+352.000

水蓝村2号桥

4*25

90

105.6

20

6

4

12

103

K17+153.000

义都圩特大桥

35*40

90

1408

240

48

28

4

40

48

4K19+588.000

义都河大桥(）

13*40

90

528

46

9

9

2

8

5

154K19+597.600

义都河大桥(）

12*40+2*30

90

547.2

48

9

5

2

6

5

145K20+210.000

新岭大桥

6*30

90

186.4

28

13

4

20

14K21+301.000

竹山下大桥(）

21*40

90

848

56

6

12

2

24

4

226789

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

竹山下大桥(）义都互通主线桥C匝道桥D匝道桥

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

9090

84580.6105.6177.8

561171018

64

1560510

2422

18106614

3

2248合计

主桥长4231.4m，匝道长：141.7m。

725

82

197

32

332

65

193-

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中铁十二局集团龙怀公路标项目经理部

实施性施工组织设计表2.2-3

隧道工概况览表左线

右线隧道名称里程

长度(围类别

里程

长度(m)

围岩类别两礤隧道

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

涵洞工概况览表序号

中心里程

结构类型

交角

孔数及孔径

涵长（）涵填土高度（）

备注123456789101112131415

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

盖板涵盖板涵盖板涵盖板涵盖板涵盖板涵盖板涵盖板涵盖板涵盖板通道盖板涵盖板涵盖板通道盖板通道盖板涵

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

合计

977.12-

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中铁十二局集团龙怀公路标项目经理部2.4沿线自然地理概况

实施性施工组织设计2.4.1

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

气候风候的热带候气候温和沛光。地形多季节方异性也明的温5-6月的、夏、秋风、隆低、春和旱局。2.4.3

区域地质简料场地主要系残积土部分布有软土，山间谷地分布冲圆砾土及卵土。下伏基岩燕岩质。史破。度，抗度度，震期。2.4.4

水文地质条系育，其支，间溪水次呈枝状，均为雨源型河流河给，降水对流量及时空分和变化有着决定性的影。及基岩中的隙水，孔隙水存于碎石层中，接受大降于基岩的节裂，要大给隙。2.5施工条2.5.1

交通条道、道道，乡宽，线，大。2.5.2

施工用-

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中铁十二局集团龙怀公路标项目经理部

实施性施工组织设计河水采河近，。2.5.3

施工用有10KV义都718，电，可。K7+500月有变，确线。2.5.4

材料供沿料甲之用序。2.5.5

季节影程期较工难。区干湿季春多雨，4-9月，降。过雨工作，科学有序的组织季保雨季施工作业人员的人安设。是做水、汛、灾、”。搅站、和施要取设置完系，路基填方施工应避开水方施工为主顶要前施工，其他排水工程与并与原有水之间形成较完的排水系统；涵洞与防工为路基成型造条件，其余护路见。2.6工程特及点绍2.6.1工程点(1)本仅17个，；(2)外，；(3)两道IVV比，复；(4)路；(5)高复。2.6.2

施工重(1)进出段表层均为围岩为强风化岩，岩体破碎，结构松散，浸水软能力差，拱和侧壁存在大方，工。-

8-

中铁十二局集团龙怀公路标项目经理部

实施性施工组织设计(2)分IV级风化，和易，和。(3)监新法式、心，到反馈和指导施工的作，贯通误差的要方法。超前质预报是了解掌子面前工重要手段，以避免出现安事故，确保施工安全。以量测前是隧通有保证。(4)挖方段高边坡段严重，防冲刷差坡差，爆和路段，质质。(5)都圩特大桥和义都谷，跨越河沟，部分墩身在50m以，最达属，其施和，施工前需办过施。2.6.3

施工难(