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Downhole Drilling with Compressed Air - Kaeser Compressors

Downhole Drilling with Compressed Air - Kaeser Compressors

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NEAT construction <strong>with</strong> <strong>Kaeser</strong> compressors<br />

<strong>Downhole</strong> <strong>Drilling</strong> <strong>with</strong> <strong>Compressed</strong> <strong>Air</strong><br />

The Swiss, who are no strangers to bold engineering schemes, are currently building the ‘Gotthard Base<br />

Tunnel’ after 50 years of planning. Forming the main section of the ‘Neue Eisenbahn-Alpen-Transversale’<br />

(NEAT) new trans-alpine rail link, the tunnel has become Switzerland’s most ambitious construction project<br />

yet: Miners carry out their work hundreds of metres below towering Alpine peaks and ridges to integrate the<br />

Swiss railway system into the European high-speed rail network. <strong>Kaeser</strong> compressors are also on site to<br />

assist <strong>with</strong> the tunnelling work at one of the most geologically challenging locations.<br />

8<br />

At the Sedrun sub-section, two 6.5<br />

km long tunnels run through the<br />

project’s most complicated and difficult<br />

geological zones. Also in this<br />

section is one of the Gotthard Base<br />

Tunnel’s two multifunction stations<br />

that house crossovers, emergency<br />

stop stations, and technical installations<br />

for railway operations and<br />

ventilation.<br />

With more than 2000 metres of<br />

overlying mountain, tunnelling<br />

through the unstable rock of the<br />

Tavetsch intermediate massif is particularly<br />

demanding work. The<br />

Sedrun section is reached from the<br />

surface via a 1-km-long access tunnel<br />

and two independent 800 metre<br />

deep parallel vertical shafts. Heavy<br />

duty conveying systems supply the<br />

tunnelling site <strong>with</strong> machinery and<br />

construction materials via shaft II,<br />

whilst shaft I is used to bring the<br />

excavated material to the surface.<br />

At the foot of these shafts conventional<br />

blasting and drilling techniques<br />

are used, rock mass permit-<br />

Special machinery:<br />

the ‘Tamrock Axera T12 Sedrun’<br />

ting, to advance tunnelling work<br />

both north and south.<br />

Specialised tunnelling in the<br />

Tavetsch intermediate massif<br />

Specialised blasting, drilling and<br />

support procedures are used in the<br />

Sedrun section to enable tunnelling<br />

to progress through heavily loaded<br />

zones in the Tavetsch intermediate<br />

massif. Examples include:<br />

� Round-blasting<br />

� Tunnelling <strong>with</strong> full-faceheading<br />

� Additional blasting (to create up<br />

to 70 cm additional space) allows<br />

for controlled deformation. This<br />

requires heading diameters of up to<br />

135 m² (normally: 68 m²)<br />

� Systematic tunnelling face reinforcement<br />

<strong>with</strong> long horizontal<br />

anchors<br />

� Initial reinforcement exclusively<br />

<strong>with</strong> high-deformation capability<br />

support materials (Design: steel<br />

mountings <strong>with</strong> two interlocking<br />

rings featuring slide joints, anchors)<br />

� Application of rigid support material<br />

(e.g. shotcrete) after deformation<br />

has taken place<br />

� Systematic use of additional support<br />

material (additional anchors,<br />

steel arches etc.) backwards from<br />

the tunnelling face<br />

� Implementation of further measures<br />

such as grouting and advance<br />

drainage<br />

As deformable steel mountings had<br />

never been used on this scale<br />

before, extensive large-scale tests<br />

at the construction site itself con-<br />

ARGE Transco’s<br />

“base camp” at<br />

Sedrun<br />

The Gotthard<br />

railway line<br />

today<br />

Photos: SBB (3)<br />

9


A complete<br />

tunnel system<br />

takes shape<br />

deep <strong>with</strong>in the<br />

mountain<br />

Excavated<br />

material is<br />

carried to the<br />

shaft via rail<br />

10<br />

firmed that the theory worked in<br />

practice.<br />

To maximise the narrow workspace,<br />

ARGE TRANSCO-Sedrun installed a<br />

multi-functional heading installation<br />

that is suspended from the tunnel<br />

roof on a monorail system. In<br />

use for the first time in tunnel construction<br />

and more usually associated<br />

<strong>with</strong> mining, the four multifunctional<br />

machines create a second<br />

work level for the placing of<br />

steel arches, cutting of anchors at<br />

the tunnelling face and also for<br />

application of shotcrete at the tunnelling<br />

face.<br />

Special machines,<br />

special service<br />

Construction machinery supplier<br />

Avesco AG, the representative for<br />

Caterpillar and Sandvik-Tamrock in<br />

Langenthal, was awarded the contract<br />

to supply ten ‘Tamrock-Axera’<br />

drilling jumbos, seven ‘Tamrock-<br />

Toro’ front-loaders, four ‘Caterpillar’<br />

special excavators, twelve ‘Rammer’<br />

hydraulic hammers, as well as<br />

‘Sandvik’ drilling steels. Avesco is<br />

also responsible for supervision of<br />

tunnelling equipment at the con-<br />

struction site. Avesco Service Technicians<br />

are permanently on-site and<br />

work in three shifts, seven days a<br />

week to provide round-the-clock<br />

support for the machinery. Furthermore,<br />

a spare parts and a drillingsteel<br />

store are located underground,<br />

as is an office container equipped<br />

<strong>with</strong> its own IT infrastructure.<br />

<strong>Drilling</strong> <strong>with</strong> air-power<br />

A working group of representatives<br />

from Arge Transco Sedrun, Avesco<br />

Langenthal and Tamrock (Finland)<br />

developed a special drilling installation<br />

that would be able to tunnel<br />

through the pressure zones of the<br />

Tavetsch intermediate massif.<br />

Weighing in at over 60 tonnes, the<br />

giant ‘Tamrock Axera T12 Sedrun’<br />

can sweep across the entire 13metre<br />

tunnel diameter <strong>with</strong> its<br />

drilling arms to set blast holes, selfdrilling<br />

anchors, as well as cased<br />

anchors, up to a drill diameter of<br />

140 mm. For cased anchors, the<br />

machines use the downhole drilling<br />

method: Hydraulically driven via<br />

push rods, the rotating drill-bit is<br />

equipped <strong>with</strong> a pneumatically<br />

powered hammer drill, which <strong>with</strong>in<br />

this diameter range, significantly<br />

increases overall system efficiency.<br />

Furthermore, it eases the burden on<br />

the hydraulic drive system & bore<br />

rods, enables precision drilling at<br />

The compressed air for the ‘downhole<br />

drilling’ process is produced here<br />

low push rod speeds (10 to 60 rpm)<br />

and simplifies setting of linear boreholes.<br />

At the same time, the compressed<br />

air used to power the downhole<br />

drill-hammer also removes the drill<br />

dust from the borehole and adding<br />

dust-binding foam to the compressed<br />

air prevents dust build-up.<br />

<strong>Downhole</strong> drilling is a relatively new<br />

process suited to large drilling<br />

diameters and has proven particularly<br />

effective both in extremely<br />

hard and in soft rock masses.<br />

<strong>Compressed</strong> air for the drill-bit<br />

<strong>Kaeser</strong> rotary screw compressors<br />

mounted on tunnel railcars provide<br />

the compressed air that powers the<br />

downhole drilling equipment at the<br />

Sedrun construction site. This system<br />

enables efficient compressed<br />

air delivery exactly where it is needed,<br />

as the air does not have to pass<br />

through long sections of piping.<br />

Each compressed air car is<br />

equipped <strong>with</strong> two <strong>Kaeser</strong> CSDX<br />

162 rotary screw compressors and<br />

a 3000-litre air receiver per compressor.<br />

Most of the condensate<br />

that occurs during the compression<br />

process is removed via centrifugal<br />

Photo: SBB/AlpTransit Gotthard AG<br />

Sedrun Section – Facts and Figures<br />

· Two tunnels approx. 6.5 km long <strong>with</strong> 50 m<br />

separation<br />

· Connecting galleries every 320 m<br />

· Multifunction station <strong>with</strong> two emergency stops<br />

· Total length of tunnelling approx. 20 km<br />

· Cost: 1.25 billion CHF<br />

· Workforce: up to 450 employees<br />

· Installation work: May 2002 to October 2003<br />

· Shaft II construction: May 2003 to February<br />

2004<br />

· Tunnel blasting begins: July 2003 (North side),<br />

August 2004 (South side)<br />

· Estimated breakthrough: Summer 2008 (North<br />

side), Autumn 2008 (South side)<br />

· Completion of blasting: End 2008<br />

· Concreting and finishing: 2006 to 2009<br />

· Handover to owners: Summer 2011<br />

separator, whilst ‘Eco Drain’ condensate<br />

drains ensure ecologically<br />

sound disposal. For equipment to<br />

operate reliably and efficiently in<br />

such a hostile working environment,<br />

meticulous design and construction<br />

are essential. <strong>Kaeser</strong> compressors,<br />

for example, feature large<br />

low-speed airends filled <strong>with</strong> generous<br />

volumes of cooling / lubricating<br />

fluid to ensure effective removal of<br />

particles from the intake air.<br />

As a result, <strong>Kaeser</strong> compressors<br />

provide far superior performance<br />

and reliability compared <strong>with</strong> units<br />

equipped <strong>with</strong> smaller high-speed<br />

airends. This advantage is further<br />

enhanced by <strong>Kaeser</strong>’s use of a<br />

maintenance-free 1:1 direct drive<br />

coupling to turn the airend, as this<br />

eliminates the power losses associated<br />

<strong>with</strong> gear driven systems.<br />

With unrivalled quality and dependability,<br />

<strong>Kaeser</strong> compressors are in<br />

their element performing such a<br />

demanding role at what is one of<br />

the world’s most challenging construction<br />

sites.<br />

Author: Klaus Dieter Bätz<br />

Contact: klaus-dieter.baetz@kaeser.com<br />

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