U.S. patent number 3,905,431 [Application Number 05/402,200] was granted by the patent office on 1975-09-16 for earth boring method and apparatus.
This patent grant is currently assigned to Gebr. Bohler & Co. Aktiengesellschaft. Invention is credited to Florian Hasewend.
United States Patent |
3,905,431 |
Hasewend |
September 16, 1975 |
Earth boring method and apparatus
Abstract
Earth boring process and apparatus in which a dam or the like is
first bored through in a substantially horizontal direction, after
which the leading first borehead used for the first boring is
removed from the borestring and is replaced by a second drilling
borehead having a larger diameter, the second borehead then being
pulled in the opposite direction through the bore hole, so as to
enlarge it. During both boring operations the respective boreheads
are both turned and percussed or impacted.
Inventors: |
Hasewend; Florian (Kapfenberg,
OE) |
Assignee: |
Gebr. Bohler & Co.
Aktiengesellschaft (Vienna, OE)
|
Family
ID: |
3605334 |
Appl.
No.: |
05/402,200 |
Filed: |
October 1, 1973 |
Foreign Application Priority Data
Current U.S.
Class: |
175/53; 175/62;
175/405 |
Current CPC
Class: |
E21B
7/046 (20130101); E21B 7/28 (20130101) |
Current International
Class: |
E21B
7/28 (20060101); E21B 7/04 (20060101); E21B
7/00 (20060101); E21c 023/00 () |
Field of
Search: |
;175/53,62,406,407,405 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Abbott; Frank L.
Assistant Examiner: Favreau; Richard E.
Claims
What is claimed is:
1. A process for boring holes of relatively large diameter through
a dam or the like in rocky terrain, comprising the steps of first
boring through the dam in a substantially horizontal direction with
a first leading borehead by rotating said first borehead while
simultaneously pushing it forwardly under a rapidly repetitive
horizontal impact, then replacing the first borehead by a second
drilling borehead having a larger diameter than the first borehead
and then boring in the opposite direction through the first
borehole with the second borehead by rotating said second borehead
while simultaneously pushing it rearwardly under a rapidly
repetitive horizontal impact, whereby the first borehole is
enlarged.
2. Apparatus for drilling a horizontal bore in a dam or the like in
rocky terrain, comprising a first bore string consisting of pipe
sections screwed to each other and having a first ejection bell
with outlet openings adjacent the rear end of the first bore
string, a borehead removably screwed on the forward end of the
first bore string, said borehead being selectively a first leading
borehead and a second larger ring-shaped drilling borehead, the
cutting edges of the first leading borehead facing forwardly and
the cutting edges of the second borehead facing rearwardly, a first
percussion bore machine coupled to the rear end of the first bore
string and having a bore string rotating means to which the first
bore string is secured; and percussion boring means coupled to the
second borehead for selectively pushing said second borehead
rearwardly.
3. Apparatus according to claim 2, further comprising an
arrangement including a second ejection bell firmly secured to the
second drilling borehead and forwardly thereof and a second
percussion bore machine loosely connected to the forward side of
the second ejection bell.
4. Apparatus according to claim 3, further comprising a second bore
string insertable between the second drilling borehead and the
second ejection bell, the length of the second bore string being
equal to the length of the first bore string.
5. Apparatus according to claim 3, wherein the second percussion
bore machine includes an additional rotating and percussion motor.
Description
The invention relates to an earth boring process and apparatus in
which a dam or the like is substantially bored through in a
horizontal direction, after which the borehead used for boring is
removed from the forward end of the borestring and is replaced with
a leading borehead of a larger diameter than the prior borehead.
The bore hole is enlarged by boring with this larger borehead in
the opposite direction.
It is known to bore a hole into soft material such as soil by means
of a purely rotary boring with a leading borehead, in one direction
carrying out a pre-boring and thereafter, also by pure rotary
boring in the opposite direction with a borehead having a larger
outer diameter than the previously used borehead, to continue the
boring operation. One such arrangement is shown, e.g., in U.S. Pat.
No. 2,928,468, issued to H. Wienands on Mar. 15, 1960.
It is furthermore known to push into the soil a cable which is
partially driven by means of rollers and which is under tension and
to enlarge the thus created hole by means of a helically shaped
borer. Both of the aforedescribed processes have the drawback of
not being suitable for producing holes in loose or solid rock.
It is an object of this invention to avoid the aforedescribed
drawback and to provide a process which can, in a simple and
economical manner, create bore holes having relatively large
diameters in loose or solid rock in a substantial horizontal
direction. In accordance with the invention the boring process of
the aforedescribed type achieves this results in that during boring
the leading borehead which is formed as a percussion bore crown as
well as the percussion bore crown which is formed as a drill
borehead are not only rotated but also are percussed or
pounded.
Hereafter there is described the process in accordance with the
invention in conjunction with a drawing in which there is
illustrated schematically an arrangement for carring out the
process.
In the drawing:
FIG. 1 is viewed partly in section and partly in elevation showing
the aforementioned arrangement with the first smaller leading
borehead formed as a percussion bore crown, and
FIG. 2 is a partial side view of the same arrangement wherein a
second larger drilling borehead is formed as a percussion bore
crown.
Referring now to the drawing, the drill string or pipe string which
carries the first, smaller leading borehead 2 consists of pipes 1
screwed into each other and secured to a percussion boring machine
4 of a known type having its own rotary mechanism 5. This pipe
string is driven in a substantial horizontal direction by the
percussion boring machine 4 while pipes 1 are added as needed. The
bored material or detritus travels through the ring shaped leading
borehead 2 as well as the pipe sections 1 in the direction of the
ejection bell 6 which is provided at the percussion bore machine 4
and is conducted by laterally disposed openings 7 into the open.
Assume (as is illustrated in FIG. 1) the leading borehead 2 has
bored through the dam, borehead 2 is removed from the borestring
and is replaced by a ring shaped driven borehead 8 which has a
substantially larger diameter. The cutting edges 8' of the driven
head 8 are directed towards the ejecting bell 6. On the side of
drilling borehead 8 which faces away from the percussion boring
machine 4 a pipe section 9 as well as a second ejection bell 10 are
screwed into each other. They are also loosely connected with a
second percussion mechanism 11. Thereafter the enlarging boring
operation is carried out whereby on one side of the drilling
borehead 8 pipe sections 1 are removed at all times and on the
other side there is added an equally long pipe section 9. The
borestring and leading borehead 2, as well as the drilling borehead
8, are turned by the rotary mechanism 5 of the percussion bore
machine 4. The forward and retracting sliding of the borestring is
carried out by means of the bore carriage 3 on which the percussion
boring machine 4 is mounted. When the force is exerted by the
boring carriage 3 is not sufficient to obtain the desired boring
output, then there are mounted on to the second percussion
mechanism 11 an additional rotary and pushing motor. After the
drilling head 8 has issued from the side of the dam facing the
percussion boring machine 4, the drilling head 8, ejection bell 10
and percussion means 11 are replaced by means of a connection piece
to a known pulling arrangement, by means of which there is inserted
a supply conduit, for example a plastic pipe, into the thus formed
bore in the earth.
In accordance with the process of this invention the possibility
exists to produce even larger bore holes if in accordance with the
aforedescribed boring process the respective bore hole is drilled
with a drill head 8 of a larger diameter, such a drill head being
moved away from the bore carriage 3.
In comparison to known boring processes the boring process of this
invention has the advantage of carrying out in a simple and
economical manner in loose as well as solid rock a substantially
horizontal bore hole having relatively large diameter.
Although the invention is illustrated and described with reference
to one preferred embodiment thereof, it is to be expressly
understood that it is in no way limited to the disclosure of such a
preferred embodiment, but is capable of numerous modifications
within the scope of the appended claims.
* * * * *