U.S. patent number 3,840,270 [Application Number 05/346,201] was granted by the patent office on 1974-10-08 for tunnel excavation with electrically generated shock waves.
This patent grant is currently assigned to The United States of America as represented by the Secretary of the Navy. Invention is credited to Jay R. Allgood.
United States Patent |
3,840,270 |
Allgood |
October 8, 1974 |
TUNNEL EXCAVATION WITH ELECTRICALLY GENERATED SHOCK WAVES
Abstract
An apparatus and method for excavating tunnels with electrically
generated hock waves. The tunneling apparatus is comprised of a
rotatable barrel for cutting a peripheral ring about a core and a
bit which simultaneously bores a hole in the center of the core.
The drive for the rock bit also contains electrodes which are
pulsed to produce shock waves in the core to peel off a desired
thickness of rock layer.
Inventors: |
Allgood; Jay R. (Camarillo,
CA) |
Assignee: |
The United States of America as
represented by the Secretary of the Navy (Washington,
DC)
|
Family
ID: |
23358381 |
Appl.
No.: |
05/346,201 |
Filed: |
March 29, 1973 |
Current U.S.
Class: |
299/14; 175/56;
241/1; 175/404; 299/56 |
Current CPC
Class: |
E21B
10/04 (20130101); E21D 9/1053 (20130101); E21B
7/24 (20130101); E21D 9/10 (20130101) |
Current International
Class: |
E21B
10/04 (20060101); E21B 7/24 (20060101); E21D
9/10 (20060101); E21B 7/00 (20060101); E21B
10/00 (20060101); E01g 003/04 (); E21c
027/22 () |
Field of
Search: |
;299/13,14,15,56,57
;175/55,56,404 ;241/1 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Purser; Ernest R.
Attorney, Agent or Firm: Sciascia; Richard S. St. Amand; J.
M. O'Reilly; David
Claims
I claim:
1. A stress wave rock boring device comprising:
a hollow, rotatable barrel having a plurality of cutters positioned
peripherally at the forward end of said barrel for trepanning a
core;
means for boring a hole in the center of said core;
means for simultaneously driving the barrel and center hole boring
means;
said center hole boring means including a controlled-pulse shock
wave generator comprising:
a cathode and anode with a fluid positioned therebetween;
means for creating an electrical discharge between the cathode and
anode, creating a controlled-pulse shock wave which travels
radially outward and reflects from the boundary of the core,
thereby peeling off a desired thickness of rock layer.
2. The stress wave boring device of claim 1 wherein the approximate
thickness of rock layer removed from the entrados of the core is
defined by the following equation:
t = .eta. C f'.sub.td /2.sigma. .tau.
where
.eta. = shape factor
C = seismic velocity of the rock
f'.sub.td = unconfined tensile strength of the rock
.sigma. = amplitude of compressional wave as it reaches the
extrados
.tau. = effective duration of stress wave
whereby the thickness of the layer or rock removed is directed
dependent on the duration of the stress pulse.
3. The stress wave rock boring device as defined in claim 1 further
including a helical-shaped vane mounted on the interior wall of
said barrel to force the pieces of rock peeled from said core
toward the aft end of said barrel;
a series of spaced buckets mounted near the aft end of said barrel
and adapted to transport said rock out of the barrel; and
a conveyor means upon which said rock is placed for further removal
of said rock.
4. A stress wave method of removing rock comprising:
cutting a peripheral ring about a core of rock;
boring a center hole in said core;
generating shock waves by applying electrical pulses to electrodes
in said center hole to simultaneously produce stress waves of
controlled amplitude and duration which travel outward and reflect
from the boundary of the core, thereby peeling off a desired
thickness of rock layer.
Description
BACKGROUND OF THE INVENTION
1. Field of the Invention
The present invention relates to earth boring devices and
particularly to rock boring devices wherein stress waves are
utilized for rock disintegration.
2. Description of the Prior Art
Typically, boring machines used to data consist of a rotating head
on which is mounted a number of individual bits or cutters. Most of
the advances in the art have depended on improvements in such bits
and cutters. In effect, these cutters "chew" away the entire face
of the opening being excavated. As a consequence, existing boring
machines are unnecessarily limited in advance rate and by the
maximum strength of rock which can economically be bored. Other
investigators and inventors have recognized the deficiencies of
existing machines and, with the motivation of a predicted
multi-billion dollar market for rock excavation in the next ten
yeaars, are developing a variety of schemes for rapid excavation of
rock. Most of these schemes are impractical because of their large
operating energy requirements. What is needed is a machine which
uses less energy and permits greater advance rates than present
ones. The present invention achieves this goal.
SUMMARY OF THE INVENTION
This invention is principally concerned with the excavation of
tunnels by the disintegration of a trepanned rock core with a train
of stress waves. First, a small central hole is bored and a thin
perimetrical slot is trepanned at the face of the tunnel. As these
operations progress, a train of stress waves is propagated from a
pulser in the central hole. As the stress waves reflect from the
exterior free surface of the core, successive layers of rock are
"peeled" off.
Some of the primary advantages of this invention over prior art
devices are:
1. Much less energy is required per unit of excavated material.
2. Only a fraction of the axial thrust is required.
3. Control of the particle size of the muck is possible.
4. Fracture of the walls from high contact pressure of mechanical
thrusters is precluded.
These and other advantages accrue from incorporation in the machine
of subsystems utilizing present state-of-the-art techniques.
OBJECTS OF THE INVENTION
An object of this invention is to provide a means for rapid and
economical excavation of rock.
Another object is to provide apparatus utilizing stress waves for
disintegration of rock.
Another object is to provide a method of excavating rock in which
apparatus utilizing stress waves is employed.
Still another object is to provide stress wave apparatus for rock
disintegration which expends only slight amounts of energy.
Other objects, advantages and novel features of the invention will
become apparent from the following detailed description of the
invention when considered in conjunction with the accompanying
drawings.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a schematic view of a device incorporating the present
invention showing the relation of the central boring device,
cutters and stress wave mechanism.
FIG. 2 is a transverse sectional view along the line 2--2 of FIG.
1.
FIG. 3 is an enlarged schematic view of the shock generator.
FIG.. 4 is a partial sectional view of the barrel and interior
thereof showing details of the rock crushing means.
DESCRIPTION OF THE PREFERRED EMBODIMENT
Referring to FIG. 1, the operation and structure of the invention
is as follows. The power unit 10 drives the rotary bit 12, which
bores a hole in the center of the rock core 14.
A variety of power sources are suitable for use, such as a
Synchrogear Motor, manufactured by Emerson Electric Company.
Simultaneously, the core is trepanned by the cutters 16, attached
to the barrel 18, driven through gears 20 and 22, the latter of
which meshes with a rack 24, fastened to the barrel intrados. As
the rock core 14 is trepanned, periodic cylindrical compression
waves of high intensity and very short duration are propagated
outward in the core by a pulser 26. These waves reflect from the
outer boundary as tensile waves which exceed the tensile strength
of the rock and "peel off" a layer of rock. The thickness of the
layer of rock removed is governed by the duration of the stress
wave.
An approximate relation for the thickness of rock layer removed
from the extrados of the core is expressed by the following
equation:
t = .eta. C f' .sub.td /2.sigma. .tau.
where
.eta. = shape factor
C = seismic velocity of the rock
f'.sub.td = unconfined tensile strength of the rock
.sigma. = amplitude of the compressional wave as it reaches the
extrados
.tau. = effective duration of the stress wave
From the foregoing equation, it is apparent that the thickness of
the layer removed is directly dependent on the duration of the
stress pulse. This duration must be of the order of a few
microseconds to keep the thickness small enough for easy
handling.
As the barrel 18 progresses in the excavation operation, a suitable
concrete or other liner is cast around the rock intrados to ensure
safety of the equipment.
Grindings which pass outside of the barrel 18 are picked up by
bucket 30 and dumped inside through the hole beneath it as the
bucket 30 reaches the crown position. Pieces of rock peeled from
the core fall to the bottom of the barrel and are transported
toward the multiplicity of pick-up buckets 32 by an inwardly
extending helical-shaped vane 34. Enroute the material passes a
crusher 36 where any large pieces of rock are broken to a small
enough size to be transported in the buckets 32. In the band of the
barrel 18, which passes under the rock crusher, there are short
segments of long pitch helixes 38 (FIG. 4). These segments aid in
crushing the rock and in the rapid transport of the broken material
into the buckets 32 and, thence, to the conveyor 40.
The rock crusher 36 is more clearly illustrated in FIG. 4. The rock
crusher 36 may be any conventional type but the roll type, shown in
FIG. 4, manufactured by Universal Crusher Company, Cedar Rapids,
Iowa, is preferred. As the rock peeled from the core passes from
the helical-shaped vane 34 (FIG. 1) to the long pitch helixes 38,
any large rocks are crushed into smaller pieces by the meshing of
the gears of rock crusher 36. The crushed rock is then rapidly
transported by the long pitch helixes 38 into open ended buckets
32, which scoop them up as the barrel turns and deposits them on
conveyor 40. Conveyor 40 dumps into chute 42 (FIG. 1) which may
empty into a disposal conveyor system or into mucking cars.
Item 44 is one of two reaction and thruster elements that take the
longitudinal load and cause the machine to advance. The thrust is
applied through thrust bearings 46 to the barrel 18. Rollers 48
maintain the alignment and prevent the extrados of the barrel from
wearing away as it rotates. The annular rings 50 prevent crushed
material from getting under the drive unit.
Several types of thrusters could be used with the Universal
excavator. One such thruster is manufactured by the Jarva Inc.,
Solon, Ohio. Legs 45 (only two of which are shown for the sake of
clarity) are clamped and a thrust is applied to thrust bearing 46
by hydraulic thrusters (not hown). After the hydraulic thrusters
are fully extended, legs 45 are unclamped and the drive portion
(not shown) of the thruster is moved forward. Somewhat different
thrusters are available from other manufacturers but they operate
on the same principle. The disadvantage of these mechanical and
hydraulic thrusters is that they can damage the tunnel walls.
Therefore, a polytoroidal thruster, which is the subject of Patent
application Ser. No. 353,282, filed Apr. 23, 1973, by Dr. Howard
Gaberson, is highly preferred. The polytoroidal thruster operates
on the principle of vermicular motion. That is, a series of
inflatable bags in the form of a cylinder, which are sequentially
inflated and deflated, provide the thrust.
The pulser 26 is comprised of a rock bit 12 and drive 56 for
advancing the entire unit. Pulser 26 also contains a controlled
pulse shock wave generator, shown in FIG. 3, which operates by
creating an electrical discharge between a cathode 28 and an anode
58 through a fluid 60. An ideal electrohydraulic pulser unit is
manufactured by Environment-One (E-1) Company. The general
principle of operation is described in a paper entitled
"Electrohydraulics" by W. R. Brown, M. Allen and E. C. Schron,
Science Journal, March 1968. In the present concept, the load is
transmitted to the rock through a flexible cylindrical diaphragm
52. The electronics of the system are housed at 54 in the rear of
the boring machine 8. Air is forced down through drive 56 and
returns via a parallel path with the grindings from the bore hole
produced by rock bit 12.
Thus, it is clear that only small quantities of the rock face are
removed by the bit 12 and the cutters 16; hence, only a small
amount of axial thrust is needed. Furthermore, because the rock is
removed in relatively large pieces, considerably less energy is
required.
Obviously, many modifications and variations of the present
invention are possible in the light of the above teachings. It is
therefore to be understood that within the scope of the appended
claims the invention may be practiced otherwise than as
specifically described.
* * * * *