Slot Vertical Horizontal E Tunnel

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  1. Slot Vertical Horizontal E Tunnel Drive
  2. Slot Vertical Horizontal E Tunnel View
  3. Slot Vertical Horizontal E Tunnel Mount
  4. Slot Vertical Horizontal E Tunnel Drive
First Shafts in Cadia East Underground Project/Australia

A large number of vertical or inclined small-diameter slot holes need to be excavated in many underground mines worldwide. To this aim, Herrenknecht has developed and built a new Boxhole Boring Machine (BBM) (Fig. 1). Its concept is based on the well-proven Microtunnelling pipe jacking technology – an area in which the company can look back on 25 years of experience in international projects.

1 Introduction

Tunnels and underground excavations, horizontal underground passageway produced by excavation or occasionally by nature’s action in dissolving a soluble rock, such as limestone.A vertical opening is usually called a shaft.Tunnels have many uses: for mining ores, for transportation—including road vehicles, trains, subways, and canals—and for conducting water and sewage. 8' HORIZONTAL VERTICAL ROTARY TABLE 4-slot, Dividing plates,tailstock #TSL200-GV. $105.77 shipping. BISON 8' HORIZONTAL VERTICAL ROTARY INDEXING SUPER SPACER w/ Chuck & Tail Stock. $290.64 shipping. 8' HORIZONTAL & VERTICAL ROTARY TABLE w. 8'-4 jaw independent chuck 4 T-nuts.

With this new BBM technology the target is a higher safety standard and minimal drift dimension. Higher production rates can be achieved using the Herrenknecht BBM resulting in significant time savings in producing slot holes compared to conventional drill and blast excavations. The faster and more safely slot holes can be constructed, the earlier the actual production in the mine can start or be continued.

Today, the BBM is primarily deployed in gold, copper and other ore mines usually prepared in accordance with the block caving method, whereby the BBM largely contributes toward preparing the draw points (ore extraction points) during the production process. Other applications include drilling ventilation shafts or preparing ore passes for transporting ore between the production level and the haulage level.

Initial results of the BBM indicate that the machine is capable of achieving high and consistent production rates and guarantees high mobility and flexibility compared to other methods.

Slot Vertical Horizontal E Tunnel Drive

2 The BBM concept

The Boxhole Boring Machine was developed for fast and safe construction of vertical and inclined slot holes (±30° from vertical) with a diameter of up to 1.5 m and a length of max. 60 m in hard rock formations. During development, the design was focused mainly on increased safety due to a remote operated machine, higher productivity and optimum machine mobility. Quick relocation of the BBM and minimum space requirements were also key factors of the design.

For transporting the BBM between different locations in the underground, a compact crawler unit provides fast transport and a high degree of flexibility in confined underground conditions. A modular design allows operation even in tight spatial conditions. The jacking frame with the boring unit, cable drum and power pack can be positioned separately.

The boring unit is positioned in the jacking frame during the transport. In the production area, the jacking frame is adjusted to its correct position and aligned toward the requisite boring angle. To stabilize the system and transfer the operational thrust and torque loads into the rock, the jacking frame is braced against the floor and the back (Fig. 2). Complex foundations can therefore be dispensed with as well as other preparatory excavation work on the back. The thrust forces are transferred from the jacking frame to the machine cutterhead via steel thrust pipes similar to a conventional horizontal pipe jacking operation. The cutterhead is designed for hard rock geologies of 180 MPa and more and fitted with multiple-row carbide cutters. Different cutterhead variants equipped with various cutter tools, e.g. single-disc cutters can also be used as an alternative.

A funnel on the boring machine below the cutterhead directs the excavated cuttings through the boring machine and the thrust pipes to the material chute on the jacking frame where they slide by gravity into a skip for transporting. Depending on the mine requirements, adapted solutions for further muck handling are also conceivable here.

After each meter of exaction, the operation process will be stopped temporarily and a clamping system holds the pipe string and the boring machine in place in order to install and connect the next thrust pipe. A wheel loader is used for installation. A breakout unit allows the thrust pipes to rotate ± 10° if the pipe string is blocked. This mechanism is integrated in the jacking frame.

Once the required boring depth has been reached, the boring unit is retracted. The thrust pipes are removed one by one from the bottom of the pipe string until the boring unit is completely pulled back through the drilled hole and is back in the jacking frame. After that, the BBM can be transported to the next site.

The Boxhole Boring Machine is fully remote-controlled. The crawler for relocating the BBM is also remote-controlled. The operator remains in a safe working area while the machine or crawler is in operation as well as during boring and transport.

3 Field test in the Black Forest

After assembly of the BBM1100 prototype in early 2011, it was tested under real conditions. The „Clara Mine“, a small mine site in the Black Forest close to the Herrenknecht factory (southern Germany) owned by Sachtleben Bergbau GmbH & Co. KG, presented optimum conditions for a field test. Over a period of 4 weeks, a number of detailed test slot holes were successfully drilled (Fig. 3).

Vertical and inclined test slot holes with a diameter of 1.1 m and a length of 9 m were successfully drilled and production rates of 9.0 m within 5 hours could be achieved in challenging rock conditions with a UCS of up to 250 MPa (Fig. 4). Instantaneous advance rates of 80 to 100 mm/min were achieved. During the test period, valuable data was collected in order to optimize operational parameters and handling details under real site conditions.

4 BBM goes Down Under – Application in the Cadia East Underground Project

After the successful test phase, the BBM was shipped to its destination – the “Cadia East Underground Mine” in New South Wales, 260 km west of Sydney, Australia. East of the Cadia East Underground Mine, gold and copper is produced in the open-pit mine at Cadia Hill. Extensive soil analyses have established additional ore deposits. Newcrest Mining Limited, a leading developer and operator of gold and copper mines, excavates these ore deposits at Cadia and started to excavate the raw material reserves at Cadia East in 2005. Ore deposits cover an area approx. 2.5 km in length, 600 m wide and up to 1.9 km deep. These ore reserves are estimated as harboring approx. 19 million ounces of gold and 3 million t of copper making Cadia East the largest underground mine in Australia and the deepest block caving underground mine in the world with a life time of around 30 years.

Preparations are fully underway for excavating the ore deposits with production scheduled to commence in 2013. The BBM is currently deployed at the production level for developing the draw points making it a key component in development of the mine.

Mancala Pty Ltd., a privately-owned group of companies providing specialized design, engineering, construction and excavation services for the Australian mining and construction industry, ordered a Herrenknecht BBM1100 in October 2010. After transportation and commissioning in Australia in September 2011, the BBM was transported to Cadia East. During the test run and commissioning at a depth of approx. 700 m, 3 vertical test operations with a length of approx. 18 m were successfully bored in fractured and blocky rock formations with a UCS of up to 200 MPa (Fig. 5).

The BBM1100 has been in operation at a depth of approx. 1000 m at the Cadia East production level since November 2011 where it plays a major role in constructing draw points for the subsequent production process.

To date, more than 40 slot holes (as at June 2012) have been produced with an average length of 16.5 m and an average advance rate of 1.5 m/h. The operator has succeeded in realizing up to 3 slot holes a week in single-shift operation (incl. setup, boring and transport preparation) thereby offering the mine operator and contractor security in terms of further planning.

5 Conclusion and outlook

The Boxhole Boring Machine (BBM1100) has been successfully used under real site conditions in the Cadia East Underground Project in Australia. To date more than 40 slot holes have been drilled with a high performance level.

The BBM technology offered by Herrenknecht represents an alternative concept for mines, planners and contractors to previous methods of producing slot holes of various diameters and lengths. BBM technology can be individually adapted to the respective mine requirements making it suitable for use in practically any mine.

Thanks to the positive results associated with increased work safety, mobility and independence of the plant, advance rate achieved in mining operations, service and ongoing development and improvement of the product during its initial operation in Australia, 3 further Boxhole Boring Machines are under manufacturing. These involve 2 identical BBM1100 machines for deployment in mines in Australia and a further development of the BBM1500 (steerable) model for the Chilean market where the BBM1500 will be used for producing slot holes with a length of 60 m and a diameter of 1,500 mm for various applications.

Acknowledgments

The authors would like to acknowledge the great support provided by the team of the Sachtleben Bergbau GmbH & Co. KG Clara Mine during the prototype testing period.

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Publication number
US4673218A
US4673218AUS06/789,017US78901785AUS4673218AUS 4673218 AUS4673218 AUS 4673218AUS 78901785 AUS78901785 AUS 78901785AUS 4673218 AUS4673218 AUS 4673218A
Authority
US
United States
Prior art keywords
tunnel
portions
Susumu Murakami
Okumura Corp
Original Assignee
Vertical horizontal lines
Application filed by Okumura CorpfiledPriority to US06/789,017priorityAssigned to OKUMURA CORPORATION 2-2, MATSUZAKI-CHO 2-CHOME, ABENO-KU, OSAKA-SHI, OSAKA-FU,reassignmentOKUMURA CORPORATION 2-2, MATSUZAKI-CHO 2-CHOME, ABENO-KU, OSAKA-SHI, OSAKA-FU,Assignors: HONDA, HIROO, MURAKAMI, SUSUMU
Critical
Criticalpatent/US4673218A/en
Critical
Critical238000009412basement excavationMethods0.000claims230000002093peripheralEffects0.000abstract239000011435rockSubstances0.000238000005422blastingMethods0.000239000003795chemical substances by applicationSubstances0.000230000000875correspondingEffects0.000230000004048modificationEffects0.000238000006011modification reactionsMethods0.000235000008733Citrus aurantifoliaNutrition0.000101710004489SMPXProteins0.000102100000672Small muscular proteinHuman genes0.000235000015450Tilia cordataNutrition0.000235000011941Tilia x europaeaNutrition0.000238000007796conventional methodsMethods0.000235000012495crackersNutrition0.000238000003379elimination reactionsMethods0.000239000004571limeSubstances0.000
  • B28—WORKING CEMENT, CLAY, OR STONE
  • B28D1/00—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor
    • E—FIXED CONSTRUCTIONS
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/10—Making by using boring or cutting machines
    • E—FIXED CONSTRUCTIONS
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/10—Making by using boring or cutting machines
    • E21—EARTH DRILLING; MINING
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/106—Making by using boring or cutting machines with percussive tools, e.g. pick-hammers

    • Abstract

    A method of excavating a tunnel in bedrock, including the steps of boring an outer peripheral slot in the bedrock, boring a plurality of horizontal slots in a bedrock section surrounded by the outer peripheral slot such that the bedrock section is divided into a plurality of bedrock portions by the horizontal slots, boring a plurality of vertical slots in one of the bedrock portions such that the one of the bedrock portions is divided into a plurality of bedrock blocks by the vertical slots, removing the bedrock blocks from the bedrock so as to define a working space, and providing an excavator in the working space such that the remaining ones of the bedrock portions are sequentially excavated by the excavator.

    Description

    BACKGROUND OF THE INVENTION

    The present invention generally relates to the excavation of tunnels and more particularly, to a method of excavating a tunnel in hard bedrock without blasting.

    A breaker or a boom type tunnel boring machine can be generally employed for excavating a tunnel in bedrock composed of soft rocks or rocks softer than intermediate hard rocks. Meanwhile, these machines cannot be used for excvating a tunnel in bedrock composed of hard rocks and thus, blasting is employed therefor. However, blasting has drawbacks in that vibrations and noises are produced and stones are blown away, thereby aggravating environmental conditions.

    Thus, in order to eliminate the above described problems, there has been proposed a method of excavating hard bedrock without blasting as shown in FIGS. 1 and 2. In this known method, a plurality of bore-holes a are drilled on a facing of a tunnel so as to decrease the strength of the bedrock. Then, the bedrock is crushed by a breaker b. In this known method, a central portion of the tunnel can be excavated. However, this known method is disadvantageous in that, since a chisel of the breaker b is likely to slip circumferentially inwardly from the surface of a peripheral wall of the tunnel, it is difficult to finish the peripheral wall of the tunnel accurately. Furthermore, this known method has a disadvantage that since the breaker b is required to be directed upwardly in the case of excavation of an upper end portion of the tunnel, the striking efficiency of the breaker b drops excessively, thus resulting in poor excavation efficiency.

    Meanwhile, in another prior art method, a plurality of holes c are bored on a face of a tunnel as shown in FIGS. 3 and 4. Then, an expansion agent including lime is filled into the holes c such that cracks d are produced, between adjacent ones of the holes c, in the bedrock. Thereafter, the bedrock is crushed for excavation by the breaker b. However, this prior art method has an inconvenience in that since a long time period is required for generating a predetermined expansion pressure upon curing of the expansion agent, the waiting time in excavation work increases when a bedrock portion to be excavated is limited in area as in the case of the tunnel.

    Furthermore, in these known methods, the bedrock is crushed for excavation, mainly through shear fracture thereof, by the breaker b. It is to be noted that shear strength of hard rocks is approximately twice as large as their tensile strength. Thus, these known methods have such drawbacks including poor working efficiency as compared with that of methods based on tensile fracture.

    SUMMARY OF THE INVENTION

    Accordingly, an essential object of the present invention is to provide a method of excavating a tunnel in bedrock, in which an outer peripheral slot is initially bored in the bedrock along an outer periphery of a cross section of the tunnel such that a peripheral wall of the tunnel can be finished accurately, with substantial elimination of the disadvantages inherent in conventional methods of this kind.

    In order to accomplish this object of the present invention, a method of excavating a tunnel in bedrock embodying the present invention comprises the steps of: boring an outer peripheral slot in the bedrock along an outer periphery of a cross section of the tunnel such that a part of the bedrock is surrounded by the outer peripheral slot; boring in the part of the bedrock a peripheral of horizontal slots spaced vertically a predetermined distance from each other such that the part of the bedrock is divided into a plurality of bedrock portions by the horizontal slots; boring a plurality of vertical slots in one of the bedrock portions such that the one of said bedrock portions is divided into a plurality of bedrock blocks by the vertical slots; removing the bedrock blocks from the bedrock so as to define a working space; and providing an excavator in the working space such that the remaining ones of the bedrock portions are excavated for removal sequentially in an increasing order of distance of the remaining ones of the bedrock portions from the one of the bedrock portions by the excavator.

    BRIEF DESCRIPTION OF THE DRAWINGS

    This object and features of the present invention will become apparent from the following description taken in conjunction with the preferred embodiment thereof with reference to the accompanying drawings, wherein:

    FIGS. 1 and 2 are a front elevational view and a vertical cross sectional view of a tunnel to be excavated by a prior art tunnel excavation method, respectively (already referred to);

    FIGS. 3 and 4 are views similar to FIGS. 1 and 2, respectively, particularly showing another prior art tunnel excavation method (already referred to);

    FIGS. 5 and 6 are a front elevational view and a vertical cross sectional view of a tunnel to be excavated by a tunnel excavation method according to the present invention, respectively;

    FIG. 7 is a schematic side elevational view of a slot boring machine;

    FIG. 8 is a cross-sectional view of a slot bored by the slot boring machine of FIG. 7;

    FIGS. 9 and 10 are views similar to FIGS. 5 and 6, respectively, particularly showing excavation of a large diameter tunnel by the tunnel excavation method of the present invention;

    FIG. 11 is a vertical cross sectional view of a bedrock block to be removed by the tunnel excavation method of the present invention; and

    FIG. 12 is an enlarged fragmentary detailed view of FIG. 10, particulary showing bench cut.

    Before the description of the present invention proceeds, it is to be noted that like parts are designated by like reference numerals throughout the accompanying drawings.

    DETAILED DESCRIPTION OF THE INVENTION

    Referring now to the drawings, there is shown in FIGS. 5 and 6, a tunnel 2 to be excavated in bedrock 3 by a tunnel excavation method according to the present invention. In the tunnel excavation method of the present invention, an outer peripheral slot 1 of a substantially U-shape is bored in the bedrock 3 along an outer periphery of a cross section of the tunnel 2 to a desired depth in a direction of excavation of the tunnel 2 by using a slot boring machine 4.

    As shown in FIG. 7, the slot boring machine 4 includes a plurality of rods 6 arranged in parallel with each other and each having a bit 5 formed at a front end thereof, a motor 7 and a striking device 8. Adjacent bits 5 are axially deviated from each other and are laterally spaced from each other such that holes bored by adjacent bits 5 overlap each other. The rods 6 are rotatably provided so as to be rotated by the motor 7 through a proper gear train (not shown) and rear ends of the rods 6 are struck by the striking device 8, whereby a slot 9 shown in FIG. 8 is bored by the slot boring machine 4. The outer peripheral slot 1 is obtained by boring a plurality of the slots 9 circumferentially continuously.

    Slot Vertical Horizontal E Tunnel View

    Subsequently, by using the slot boring machine 4, a plurality of horizontal slots 10 are sequentially bored, to the desired depth in the direction of excavation of the tunnel 2, in a bedrock section surrounded by the outer peripheral slot 1 so as to divide the bedrock section into a plurality of bedrock portions 17 such that opposite ends of each of the horizontal slots 10 reach the outer peripheral slot 1, with adjacent horizontal slots 10 being vertically spaced a proper distance from each other.

    Thereafter, by using the slot boring machine 4, a plurality of vertical slots 11 are bored, to the desired depth in the direction of excavation of the tunnel 2, in an uppermost one of the bedrock portions 17, which is surrounded by an uppermost one of the horizontal slots 10 and an upper portion of the outer peripheral slot 1 such that adjacent vertical slots 11 are horizontally spaced a proper distance from each other.

    Thus, after the bedrock section surrounded by the outer peripheral slot 1 corresponding to the outer periphery of the tunnel 2 to be excavated has been divided into a plurality of the bedrock portions 17 by a plurality of the horizontal slots 10 and the uppermost one of the bedrock portions 17 is divided into a plurality of bedrock blocks 12 by a plurality of the vertical slots 11, the bedrock blocks 12 are removed from the bedrock 3.

    In order to remove the bedrock blocks 12 from the bedrock 3, such a method as shown in FIG. 11, for example, is employed. In this method, a hole 13 is bored at a central portion of each of the bedrock blocks 12 to a dsired depth. Then, after an anchor bolt 14 has been fitted into the hole 13, a pulling force is imparted to the anchor bolt 14. Thus, a crack is produced at a bottom portion of the hole 13 due to tensile fracture so as to extend from a distal end of the anchor bolt 14 to the corresponding peripheral slots 10, 11 and 12. Subsequently, each of the bedrock blocks 12 is pulled, at the crack, out of the bedrock 3.

    After all the bedrock blocks 12 have been removed from the bedrock 3 by the above described method, so as to define a working space 15, a cutting head 16a of a breaker 16 is provided in the working space 15 so as to downwardly cut an upper face of an upper one of the bedrock portions 17 towards a lower one of the two neighboring horizonal slots 10 interposing therebetween the upper one of the bedrock portions 17, which upper face is exposed to the working space 15. Thus, the upper one of the bedrock portions 17 is removed from the bedrock 3. This operation is repeated up to a lowermost one of the horizontal slots 10 such that all the bedrock portions 17 are removed from the bedrock 3.

    Accordingly, in the tunnel excavation method of the present invention, the outer peripheral slot 1, the horizontal slots 10 and the vertical slots 11 are bored in the bedrock 3 by using the slot boring machine 4 to the proper depth such that the bedrock blocks 12 of the uppermost one of the bedrock portions 17 and the remaining ones of the bedrock portions 17 are removed from the bedrock 3. Thereafter, the outer peripheral slot 1, the horizontal slots 10 and the vertical slots 11 are bored in the bedrock 3 by using the slot boring machine 4 so as to excavate the bedrock blocks 12 and the remaining ones of the bedrock portions 17. By repeating these operations, the tunnel 2 is excavated.

    Hereinbelow, excavation of a large diameter tunnel 2 by the tunnel excavation method of the present invention will be described with reference to FIGS. 9 and 10. In this case, an upper half bedrock portion A of a cross section of the tunnel 2 is excavated by the above described tunnel excavation method of the present invention. Meanwhile, a lower half bedrock portion B of the cross section of the tunnel 2, whose upper face is exposed to the excavated upper half bedrock portion A, is divided into a plurality of bedrock blocks 19 in a direction of excavation of the tunnel 2 by a plurality of vertical slots 18 spaced a proper distance from each other. Then, the bedrock blocks 19 are sequentially cut off from the bedrock 3 by bench cut.

    At this time, the vertical slots 18 are bored in the lower half bedrock portion B up to a bottom portion of the tunnel 2 by using the slot boring machine 4. Meanwhile, in order to perform a bench cut, a wedge is driven into each of the vertical slots 18 as shown in FIG. 12 or a rock cracker is inserted into each of the vertical slots 18 so as to produce a crack at the bottom portion of each of the bedrock blocks 19 such that each of the bedrock blocks 19 is pushed down towards an entrance of the tunnel 2. In order to excavate the large diameter tunnel 2, this operation is performed alternately with excavation of the upper half bedrock portion A or is performed simultaneously with excavation of the upper half bedrock portion A after the upper half bedrock portion A has been excavated far deeper than the lower half bedrock portion B.

    Meanwhile, in the above described embodiment of the present invention, the bedrock blocks 12 are formed at the uppermost one of the bedrock portions 17. However, it can be also so arranged that the bedrock blocks 12 are formed at an arbitrary one of the bedrock portions 17 and then, are removed from the bedrock 3 so as to define the working space 15 such that the remaining bedrock portions 17 are cut by the breaker 16 provided in the working space 15.

    As is clear from the foregoing description, the tunnel excavation method of the present invention comprises the steps of boring the outer peripheral slot in the bedrock along the outer periphery of the cross section of the tunnel to be excavated, boring, at a proper vertical interval, a plurality of horizontal slots in the bedrock section surrounded by the outer peripheral slot such that the bedrock section is divided into a plurality of bedrock portions by the horizontal slots, boring a plurality of the vertical slots in an arbitrary one of the bedrock portions such that the arbitrary one of the bedrock portions is divided into a plurality of bedrock blocks by the vertical slots, removing the bedrock blocks from the bedrock so as to define the working space, and providing a proper excavator in the working space such that the remaining bedrock portions are excavated for removal sequentially in an increasing order of distance of the remaining bedrock portions from the arbitrary one of the bedrock portions by the excavator. The above described steps are repeated until the tunnel is excavated in the bedrock.

    Accordingly, in accordance with the present invention, since the outer peripheral slot is preliminarily bored along the outer periphery of the tunnel to be excavated, the peripheral wall of the tunnel is finished accurately and smoothly and the bedrock does not loose due to stress concentration.

    Furthermore, in accordance with the present invention, since the bedrock section surrounded by the outer peripheral slot is initially divided into a plurality of bedrock portions by the horizontal slots and then, only the arbitrary one of the bedrock portions is divided into a plurality of the bedrock blocks by the vertical slots such that the bedrock section is excavated, the bedrock blocks are separated from the remaining bedrock portions and the bedrock, thereby facilitating removal of the bedrock blocks from the bedrock.

    Moreover, in accordance with the present invention, since the remaining bedrock portions are excavated by using a proper excavator through utilization of the working space obtained by removal of the bedrock blocks from the bedrock, the upper face of the upper one of the remaining bedrock portions is largely exposed to the working space and thus, the remaining bedrock portions can be efficiently ruptured for removal into large blocks due to tensile fracture from above.

    Meanwhile, in the case where the large diameter tunnel is excavated by the tunnel excavation method of the present invention, the upper half bedrock portion of the tunnel is initially excavated by the above described tunnel excavation method of the present invention and then, the vertical slots spaced the proper distance from each other in the direction of excavation of the tunnel are bored in the lower half bedrock portion through utilization of the space of the excavated upper half bedrock portion such that the bedrock blocks of the lower half bedrock portion are sequentially cut off from the bedrock through the vertical slots.

    Accordingly, in accordance with the present invention, since the lower half bedrock portion is crushed into large blocks, it becomes possible to excavate the tunnel efficiently by consuming a small amount of energy.

    Although the present invention has been fully described by way of example with reference to the accompanying drawings, it is to be noted here that various changes and modifications will be apparent to those skilled in the art. Therefore, unless otherwise such changes and modifications depart from the scope of the present invention, they should be construed as being included therein.

    Slot Vertical Horizontal E Tunnel Mount

    Claims (9)

    What is claimed is:Slot Vertical Horizontal E Tunnel1. A method of excavating a tunnel in bedrock, comprising the steps of:
    boring an outer peripheral slot in said bedrock along an outer periphery of a cross section of said tunnel
    boring in an upper half portion of said periphery a plurality of horizontal slots spaced vertically a first predetermined distance from each other such that said upper half of said periphery is divided into a plurality of bedrock portions by said horizontal slots;
    boring a plurality of first vertical slots in one of said bedrock portions such that said one of said bedrock portions is divided into a plurality of first bedrock blocks by said first vertical slots;
    removing said first bedrock blocks from said bedrock so as to define a working space;
    providing an excavator in said working space such that remaining bedrock portions are excavated for removal sequentially so that said upper half portion of said periphery is excavated to a predetermined length so as to define an upper excavated space;
    boring in a lower half portion of said periphery from said upper excavated space a plurality of second vertical slots extending substantially at right angles to the direction of excavation of said tunnel and spaced a second predetermined distance from each other in said direction of excavation of said tunnel such that said lower half portion of said periphery is divided into a plurality of second bedrock blocks by said second vertical slots; and
    removing said second bedrock blocks sequentially from said bedrock such that said lower half portion of said periphery is excavated to said predetermined length.
    2. The method as claimed in claim 1, wherein said steps are repeated until said tunnel is excavated in said bedrock.
    3. The method as claimed in claim 2, wherein said first bedrock blocks are removed from said bedrock by using an anchor bolt.
    4. The method as claimed in claim 3, wherein said second bedrock blocks are removed from said bedrock by a bench cut.
    5. The method as claimed in claim 1, wherein said bedrock blocks are removed from said bedrodk by using an anchor bolt.
    6. A method of excavating a tunnel in bedrock, comprising the steps of:
    boring an outer peripheral slot in said bedrock along an outer periphery of a cross section of said tunnel;
    boring in an upper half portion of said periphery a plurality of horizontal slots spaced vertically a first predetermined distance from each other such that said upper half of said periphery is divided into a plurality of bedrock portions by said horizontal slots;
    boring a plurality of first vertical slots in one of said bedrock portions such that said one of said bedrock portions is divided into a plurality of first bedrock blocks by said first vertical slots;
    removing said first bedrock blocks from said bedrock so as to define a working space;
    providing an excavator in said working space such that remaining bedrock portions are excavated for removal sequentially so that said upper half portion of said periphery is excavated to a predetermined length so as to define an upper excavated space;
    boring in a lower half portion of said periphery from said upper excavated space a plurality of second vertical slots extending substantially at right angles to the direction of excavation of said tunnel and spaced a second predetermined distance from each other in said direction of excavation of said tunnel such that said lower half portion of said periphery is divided into a plurality of second bedrock blocks by said second vertical slots; and

    Slot Vertical Horizontal E Tunnel Drive

    removing said second bedrock blocks sequentially from said bedrock such that said lower half portion of said peripheral slot is excavated to said predetermined length;
    wherein, after said upper excavated space is formed, additional boring and excavation of said upper half portion occurs simultaneously with boring and excavation of said lower half portion.
    7. The method as claimed in claim 6, wherein said steps are repeated until said tunnel is excavated in said bedrock.
    8. The method as claimed in claim 7, wherein said second bedrock blocks are removed from said bedrock by a bench cut.
    9. The method as claimed in claim 6, wherein said first bedrock blocks are removed from said bedrock by using an anchor bolt.
    US06/789,0171985-10-181985-10-18Tunnel excavation method Expired - Fee RelatedUS4673218A (en)

    Priority Applications (1)

    Application NumberPriority DateFiling DateTitle
    US06/789,017US4673218A (en) 1985-10-181985-10-18Tunnel excavation method

    Publications (1)

    Publication NumberPublication Date
    US06/789,017Expired - Fee RelatedUS4673218A (en) 1985-10-181985-10-18Tunnel excavation method

    Country Status (1)

    CountryLink
    US4929123A (en) *1988-03-161990-05-29Pietro LunardiMethod for building large span tunnels by means of a cellular arch
    US20020070600A1 (en) *1999-08-062002-06-13Dong-Young RoThree dimensional multi-phase tunneling method and equipments thereof

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    • 1985-10-18USUS06/789,017patent/US4673218A/ennot_activeExpired - Fee Related

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    US4437795A (en) *1981-11-021984-03-20Birmingham Bolt CompanyMine roof anchor assembly

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    US3583504A (en) Gauge cutting bit
    EP1641998B1 (en) Percussive drill bit
    US6532874B2 (en) Method of blasting bench of rock with improved blasting efficiency and reduced blasting nuisance
    US4492278A (en) Roof bit
    CN102758633B (en) The construction method of the good large cross-section tunnel of a kind of country rock situation
    FR2461804A1 (en) Drilling tool for percussion apparatus
    CN101285384B (en) Large diameter, deep borehole and non undercutting mining method
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