隧道工程課程設(shè)計(jì)

1初始條件

某高速公路隧道通過=3\*ROMANIII類圍巖（即=4\*ROMANIV級(jí)圍巖），埋深

H=30m,隧道圍巖天然容重y=23KN/m3,計(jì)算摩擦角。=35o,變形模量E=6GPa,采用礦山法施

工；襯砌材料采用C25噴射混凝土，材料容重EMBEDEquation.DSMT4,變形模量

EMBEDEquation.DSMT4

2隧道洞身設(shè)計(jì)

2.1隧道建筑界限及內(nèi)輪廓圖的確定

該隧道橫斷面是根據(jù)兩車道高速公路=4\*ROMANIV級(jí)圍巖來設(shè)計(jì)的，根據(jù)《公路隧道

設(shè)計(jì)規(guī)范》確定隧道的建筑限界如下：

W一行車道寬度；取3.75X2m

C—余寬：因設(shè)置檢修道，故余寬取為0m

J一檢修道寬度；雙側(cè)設(shè)置，取為1.0X2m

H一建筑限界高度；取為5.0m2EMBEDEquation.KSEE3一左側(cè)向

寬度；取為1.0m

EMBEDEquation.KSEE3一右側(cè)向?qū)挾?；取?.5m

EMBEDEquation.KSEE3一建筑限界左頂角寬度：取1.0m

EMBEDEquation.KSEE3一建筑限界右頂角寬度；取1.0m

h一檢修道高度；取為0.25m

隧道凈寬為1.0+1.0+7.50+1.50+1.0=12m

設(shè)計(jì)行車速度為120km/h,建筑限界左右頂角高度均取1m；隧道輪廓線如下圖:

圖1隧道內(nèi)輪廓限界圖

根據(jù)規(guī)范要求，隧道襯砌結(jié)構(gòu)厚度為50cm（一次襯砌為15cm和二次襯砌35cm）通過作圖得

到隧道的尺寸如下：

圖2隧道內(nèi)輪廓圖

得到如下尺寸：EMBEDEquation.KSEE3

3隧道襯砌結(jié)構(gòu)設(shè)計(jì)

3.1支護(hù)方法及襯砌材料

根據(jù)《公路隧道設(shè)計(jì)規(guī)范》（JTG-2004）,本設(shè)計(jì)為高速公路，采用復(fù)合式襯砌，復(fù)合式襯砌是

由初期支護(hù)和二次襯砌及中間防水層組合而成的襯砌形式。

復(fù)合式襯砌應(yīng)符合下列規(guī)定：

1初期支護(hù)宜采用錨噴支護(hù)，即由噴射混凝土，錨桿，鋼筋網(wǎng)和鋼筋支架等支護(hù)形式單獨(dú)或組

合使用，錨桿宜采用全長粘結(jié)錨桿。

2二次襯砌宜采用模筑混凝土或模筑鋼筋混凝土結(jié)構(gòu)，襯砌截面宜采用連結(jié)圓順的等厚襯砌斷

面，仰拱厚度宜與拱墻厚度相同。

由規(guī)范8.4.2-1,對(duì)于兩車道=4\*ROMANIV級(jí)圍巖：

初期支護(hù)：拱部邊墻的噴射混凝土厚度為12-15cm,拱墻的錨桿長度為2.5-3m,錨桿間距為

1.0-1.2m；

二次襯砌厚度：拱墻混凝土厚度為35cm

因此確定襯砌尺寸及規(guī)格如下：

深埋隧道外層初期支護(hù),根據(jù)規(guī)范規(guī)定，采用錨噴支護(hù),錨桿采用普通水泥砂漿錨桿，規(guī)格HRB

EMBEDEquation.KSEE320X2.5m,采用梅花型局部布設(shè)，采用C25

噴射混凝土。

初次襯砌：采用C25噴射混凝土，厚度為14.8cm。

防水板：采用塑料防水板及無紗布，且無紡布密度為300g/m2,防水板應(yīng)采用鋪滿的EVA板防水

層，厚度為2.0mm,搭接長度為

二次襯砌：根據(jù)《公路隧道設(shè)計(jì)規(guī)范》，采用C25號(hào)模筑防水混凝土，厚度為35cm。

整個(gè)襯砌厚度為14.8+0.2+35=50cmo

3.2隧道深淺埋的確定及圍巖壓力的計(jì)算

隧道的內(nèi)輪廓尺寸為B=12.37m,H=13.69m

因?yàn)?4\*ROMANIV級(jí)圍巖需要預(yù)留變形量，查《公路隧道設(shè)計(jì)規(guī)范》841知=4\*

ROMANIV級(jí)圍巖需預(yù)留變形量為50-80mm,襯砌厚度為50cm,又每側(cè)超挖量為10cm,

故隧道的近似開挖尺寸為：

EMBEDEquation.KSEE3

由于是=4\*ROMANIV級(jí)圍巖EMBEDEquation.KSEE3

EMBEDEquation.KSEE3—深淺埋隧道的分界深度

EMBEDEquation.KSEE3

EMBEDEquation.KSEE3一等效荷載高度

EMBEDEquation.KSEE3一跨度影響系數(shù)；EMBED

Equation.KSEE3

i一圍巖壓力增減率，當(dāng)EMBEDEquation.KSEE3取i=0.1

EMBEDEquation.KSEE3

EMBEDEquation.KSEE3

埋深EMBEDEquation.KSEE3故為深埋隧道。

又EMBEDEquation.KSEE3

可用公式EMBEDEquation.KSEE3計(jì)算均布垂直壓力：

EMBEDEquation.KSEE3

因?yàn)樵撍淼绹鷰r級(jí)別為=4\*ROMANIV圍巖水平均不壓力為：

EMBEDEquation.KSEE3

4襯砌結(jié)構(gòu)內(nèi)力計(jì)算

4.1基本資料

公里等級(jí)高速公路

圍巖級(jí)別=4\*ROMANIV級(jí)

圍巖容重r=23KN/m3

彈性抗力系數(shù)K=0.18X106KN/m

變形模量EMBEDEquation.KSEE3

材料容重EMBEDEquation.KSEE3

材料變形模量EMBEDEquation.KSEE3

襯砌厚度d=0.5m

圖3襯砌結(jié)構(gòu)斷面圖

4.2荷載的確定

4.2.1圍巖壓力的確定

隧道的內(nèi)輪廓尺寸為B=12.37m,H=13.69m

因?yàn)?4\*ROMANIV級(jí)圍巖需要預(yù)留變形量，查《公路隧道設(shè)計(jì)規(guī)范》841知=4\*

ROMANIV級(jí)圍巖需預(yù)留變形量為50-80mm,襯砌厚度為50cm,又每側(cè)超挖量為10cm,

故隧道的近似開挖尺寸為：

EMBEDEquation.KSEE3

由于是=4\*ROMANIV級(jí)圍巖EMBEDEquation.KSEE3

EMBEDEquation.KSEE3一深淺埋隧道的分界深度

EMBEDEquation.KSEE3

EMBEDEquation.KSEE3一等效荷載高度

EMBEDEquation.KSEE3一跨度影響系數(shù)；EMBED

Equation.KSEE3

i一圍巖壓力增減率，當(dāng)EMBEDEquation.KSEE3取i=0.1

EMBEDEquation.KSEE3

EMBEDEquation.KSEE3

埋深EMBEDEquation.KSEE3故為深埋隧道。

又EMBEDEquation.KSEE3

可用公式EMBEDEquation.KSEE3計(jì)算均布垂直壓力：

EMBEDEquation.KSEE3

考慮一襯后的圍巖釋放變形折減系數(shù)0.4

EMBEDEquation.KSEE3

4.2.2襯砌自重

EMBEDEquation.KSEE3

(1)全部垂直荷載

q=61.768+1l=72.768KN/m2

(2)圍巖水平均布?jí)毫?/p>

e=0.4X72.768=29.1KN/m2

4.3襯砌幾何要素

4.3.1襯砌的幾何尺寸

內(nèi)輪廓線半徑：EMBEDEquation.KSEE3

內(nèi)徑EMBEDEquation.KSEE3所畫圓曲線端點(diǎn)截面與豎直軸線的

夾角：

EMBEDEquation.KSEE3EMBEDEquation.KSEE3\*

MERGEFORMAT

拱頂截面厚度EMBEDEquation.KSEE3,拱底截面厚度EMBED

Equation.KSEE3

4.3.2半拱軸線長度S及分段軸長

EMBEDEquation.KSEE3

將半拱軸長度等分為8段，則

EMBEDEquation.KSEE3

EMBEDEquation.KSEE3

4.4計(jì)算位移

4.4.1單位位移

用辛普生法近似計(jì)算，按計(jì)算列表進(jìn)行，單位位移的計(jì)算列表見表4-1

表4-1單位位移計(jì)算表

截

面asinacosaxyd1/1y/Iy2/I(l+y)7l積

分

系

數(shù)1/300.0000.0001.0000.0000.0000.50096.0000.0000.00096.0001

115.2500.2630.9651.5750.2210.50096.00021.2164.689143.1214

230.5000.5080.8622.9920.8420.50096.00080.83268.061325.7252

345.7500.7160.6984.2021.7860.50096.000171.456306.220745.1324

461.0000.8750.4855.2343.2170.50096.000308.832993.5131707.1772

576.2500.9710.2386.1685.6100.50096.000538.5603021.3224194.4424

691.5001.000-0.0266.4298.1760.50096.000784.8966417.3108083.102

27106.750.958-0.2886.00710.7220.50096.0001029.31211036.283

13190.90748122.000.848-0.5304.97213.0200.50096.0001249.920

16273.95818869.7981E768.003547.07229568.59337430.737

asmacosaxydl/Iy/Iy7l(l+y)2/I積

分

系

數(shù)1/300.0000.0001.0000.0000.0000.50096.0000.0000.00096.0001

115.2500.2630.9651.5750.2210.50096.00021.2164.689143.1214

230.5000.5080.8622.9920.8420.50096.00080.83268.061325.7252

345.7500.7160.6984.2021.7860.50096.000171.456306.220745.1324

461.0000.8750.4855.2343.2170.50096.000308.832993.5131707.1772

576.2500.9710.2386.1685.6100.50096.000538.5603021.3224194.4424

691.5001.000-0.0266.4298.1760.50096.000784.8966417.3108083.102

27106.750.958-0.2886.00710.7220.50096.0001029.31211036.283

13190.90748122.000.848-0.5304.97213.0200.50096.0001249.920

16273.95818869.7981￡768.003547.07229568.59337430.737

sinacosaxyd1/「

分

系

數(shù)1/300.0000.0001.0000.0000.0000.50096.0000.0000.00096.0001

115.2500.2630.9651.5750.2210.50096.00021.2164.689143.1214

230.5000.5080.8622.9920.8420.50096.00080.83268.061325.7252

345.7500.7160.6984.2021.7860.50096.000171.456306.220745.1324

461.0000.8750.4855.2343.2170.50096.000308.832993.5131707.1772

576.2500.9710.2386.1685.6100.50096.000538.5603021.3224194.4424

691.5001.000-0.0266.4298.1760.50096.000784.8966417.3108083.102

27106.750.958-0.2886.00710.7220.50096.0001029.31211036.283

13190.90748122.000.848-0.5304.97213.0200.50096.0001249.920

16273.95818869.7981￡768.003547.07229568.59337430.737

cosaxyd1/1y/Iy2/I(1+y)2/I積

分

系

數(shù)1/300.0000.0001.0000.0000.0000.50096.0000.0000.00096.0001

115.2500.2630.9651.5750.2210.50096.00021.2164.689143.1214

230.5000.5080.8622.9920.8420.50096.00080.83268.061325.7252

345.7500.7160.6984.2021.7860.50096.000171.456306.220745.1324

461.0000.8750.4855.2343.2170.50096.000308.832993.5131707.1772

00.0000.0001.0000.0000.0000.50096.0000.0000.00096.0001115.250

0.2630.9651.5750.2210.50096.00021.2164.689143.1214230.5000.508

0.8622.9920.8420.50096.00080.83268.061325.7252345.7500.716

0.6984.2021.7860.50096.000171.456306.220745.1324461.0000.875

0.4855.2343.2170.50096.000308.832993.5131707.1772576.2500.971

0.2386.1685.6100.50096.000538.5603021.3224194.4424691.5001.000

-0.0266.4298.1760.50096.000784.8966417.3108083.10227106.750.958

-0.2886.00710.7220.50096.0001029.31211036.28313190.9074

8122.000.848-0.5304.97213.0200.50096.0001249.92016273.95818869.798

1E768.003547.07229568.59337430.737

00.0000.0001.0000.0000.0000.50096.0000.0000.00096.0001115.250

0.2630.9651.5750.2210.50096.00021.2164.689143.1214230.5000.508

0.8622.9920.8420.50096.00080.83268.061325.7252345.7500.716

0.6984.2021.7860.50096.000171.456306.220745.1324461.0000.875

0.4855.2343.2170.50096.000308.832993.5131707.1772576.2500.971

0.2386.1685.6100.50096.000538.5603021.3224194.4424691.5001.000

-0.0266.4298.1760.50096.000784.8966417.3108083.10227106.750.958

-0.2886.00710.7220.50096.0001029.31211036.28313190.9074

8122.000.848-0.5304.97213.0200.50096.0001249.92016273.95818869.798

1L768.003547.07229568.59337430.737

0.0000.0001.0000.0000.0000.50096.0000.0000.00096.0001115.250

0.2630.9651.5750.2210.50096.00021.2164.689143.1214230.5000.508

0.8622.9920.8420.50096.00080.83268.061325.7252345.7500.716

0.6984.2021.7860.50096.000171.456306.220745.1324461.0000.875

0.4855.2343.2170.50096.000308.832993.5131707.1772576.2500.971

0.2386.1685.6100.50096.000538.5603021.3224194.4424691.5001.000

-0.0266.4298.1760.50096.000784.8966417.3108083.10227106.750.958

-0.2886.00710.7220.50096.0001029.31211036.28313190.9074

8122.000.848-0.5304.97213.0200.50096.0001249.92016273.95818869.798

1E768.003547.07229568.59337430.737

0.0001.0000.0000.0000.50096.0000.0000.00096.0001115.2500.263

0.9651.5750.2210.50096.00021.2164.689143.1214230.5000.5080.862

2.9920.8420.50096.00080.83268.061325.7252345.7500.7160.698

4.2021.7860.50096.000171.456306.220745.1324461.0000.8750.485

5.2343.2170.50096.000308.832993.5131707.1772576.2500.9710.238

6.1685.6100.50096.000538.5603021.3224194.4424691.5001.000-0.026

6.4298.1760.50096.000784.8966417.3108083.10227106.750.958-0.288

6.00710.7220.50096.0001029.31211036.28313190.90748122.000.848

-0.5304.97213.0200.50096.0001249.92016273.95818869.7981

￡768.003547.07229568.59337430.737

1.0000.0000.0000.50096.0000.0000.00096.0001115.2500.2630.965

1.5750.2210.50096.00021.2164.689143.1214230.5000.5080.8622.992

0.8420.50096.00080.83268.061325.7252345.7500.7160.6984.202

1.7860.50096.000171.456306.220745.1324461.0000.8750.4855.234

3.2170.50096.000308.832993.5131707.1772576.2500.9710.2386.168

5.6100.50096.000538.5603021.3224194.4424691.5001.000-0.0266.429

8.1760.50096.000784.8966417.3108083.10227106.750.958-0.2886.007

10.7220.50096.0001029.31211036.28313190.90748122.000.848-0.530

4.97213.0200.50096.0001249.92016273.95818869.7981

￡768.003547.07229568.59337430.737

0.0000.0000.50096.0000.0000.00096.0001115.2500.2630.9651.575

0.2210.50096.00021.2164.689143.1214230.5000.5080.8622.9920.842

0.50096.00080.83268.061325.7252345.7500.7160.6984.2021.786

0.50096.000171.456306.220745.1324461.0000.8750.4855.2343.217

0.50096.000308.832993.5131707.1772576.2500.9710.2386.1685.610

0.50096.000538.5603021.3224194.4424691.5001.000-0.0266.4298.176

115.2500.2630.9651.5750.2210.50096.00021.2164.689143.1214

230.5000.5080.8622.9920.8420.50096.00080.83268.061325.7252

345.7500.7160.6984.2021.7860.50096.000171.456306.220745.1324

461.0000.8750.4855.2343.2170.50096.000308.832993.5131707.1772

576.2500.9710.2386.1685.6100.50096.000538.5603021.3224194.4424

691.5001.000-0.0266.4298.1760.50096.000784.8966417.3108083.102

27106.750.958-0.2886.00710.7220.50096.0001029.31211036.283

13190.90748122.000.848-0.5304.97213.0200.50096.0001249.920

16273.95818869.7981￡768.003547.07229568.59337430.737

115.2500.2630.9651.5750.2210.50096.00021.2164.689143.1214

230.5000.5080.8622.9920.8420.50096.00080.83268.061325.7252

345.7500.7160.6984.2021.7860.50096.000171.456306.220745.1324

461.0000.8750.4855.2343.2170.50096.000308.832993.5131707.1772

576.2500.9710.2386.1685.6100.50096.000538.5603021.3224194.4424

691.5001.000-0.0266.4298.1760.50096.000784.8966417.3108083.102

27106.750.958-0.2886.00710.7220.50096.0001029.31211036.283

13190.90748122.000.848-0.5304.97213.0200.50096.0001249.920

16273.95818869.7981￡768.003547.07229568.59337430.737

15.2500.2630.9651.5750.2210.50096.00021.2164.689143.1214230.500

0.5080.8622.9920.8420.50096.00080.83268.061325.7252345.750

0.7160.6984.2021.7860.50096.000171.456306.220745.1324461.000

0.8750.4855.2343.2170.50096.000308.832993.5131707.1772576.250

0.9710.2386.1685.6100.50096.000538.5603021.3224194.4424691.500

1.000-0.0266.4298.1760.50096.000784.8966417.3108083.10227106.75

0.958-0.2886.00710.7220.50096.0001029.31211036.28313190.9074

8122.000.848-0.5304.97213.0200.50096.0001249.92016273.95818869.798

1￡768.003547.07229568.59337430.737

0.2630.9651.5750.2210.50096.00021.2164.689143.1214230.5000.508

0.8622.9920.8420.50096.00080.83268.061325.7252345.7500.716

0.6984.2021.7860.50096.000171.456306.220745.1324461.0000.875

0.4855.2343.2170.50096.000308.832993.5131707.1772576.2500.971

0.2386.1685.6100.50096.000538.5603021.3224194.4424691.5001.000

-0.0266.4298.1760.50096.000784.8966417.3108083.10227106.750.958

-0.2886.00710.7220.50096.0001029.31211036.28313190.9074

8122.000.848-0.5304.97213.0200.50096.0001249.92016273.95818869.798

1￡768.003547.07229568.59337430.737

0.9651.5750.2210.50096.00021.2164.689143.1214230.5000.5080.862

2.9920.8420.50096.00080.83268.061325.7252345.7500.7160.698

4.2021.7860.50096.000171.456306.220745.1324461.0000.8750.485

5.2343.2170.50096.000308.832993.5131707.1772576.2500.9710.238

6.1685.6100.50096.000538.5603021.3224194.4424691.5001.000-0.026

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