U.S. patent number 3,886,754 [Application Number 05/383,454] was granted by the patent office on 1975-06-03 for method of extending augered pile cavity through rock or like obstruction.
Invention is credited to Lee A. Turzillo.
United States Patent |
3,886,754 |
Turzillo |
June 3, 1975 |
Method of extending augered pile cavity through rock or like
obstruction
Abstract
Method for forming concrete columnar body in an earth situs
including rock formation. First, a hollow shafted auger is drilled
in the earth until rock is encountered, and then a percussion or
rotary rock drill is axially operated through the hollow shaft of
the auger to drill a cavity extension in the rock formation.
Hardenable fluid cement mortar is fed into the cavities to form
columnar body with elongated rigid means axially centered to be
anchoringly positioned in formed columnar body.
Inventors: |
Turzillo; Lee A. (Akron,
OH) |
Family
ID: |
23513228 |
Appl.
No.: |
05/383,454 |
Filed: |
July 27, 1973 |
Current U.S.
Class: |
405/239;
405/241 |
Current CPC
Class: |
E02D
5/36 (20130101); E02D 7/26 (20130101) |
Current International
Class: |
E02D
7/00 (20060101); E02D 5/34 (20060101); E02D
7/26 (20060101); E02D 5/36 (20060101); E02d
005/34 (); E02d 015/04 () |
Field of
Search: |
;61/53.62,53.64,53.66,53.5,53.52,56.5 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Gilliam; Paul R.
Assistant Examiner: Grosz; Alexander
Attorney, Agent or Firm: Donnelly, Maky, Renner &
Otto
Claims
What is claimed is:
1. A method of forming a pile or like column in an earth situs
including a rock-like formation, comprising the steps of screwing a
hollow-shafted, spiral-flighted auger axially into the earth of the
situs to drill a cavity therein to a depth encountering the rock
formation; operating a hollow-shafted rock drill through the hollow
shaft of the auger, with a drill bit presented inwardly, to drill a
cavity extension of selective depth and given diameter in the rock
formation; applying fluid pressure means within the rock cavity to
remove the drilled rock cuttings therefrom through the auger shaft;
withdrawing the rock drill through the auger shaft; such hollow
shaft of such rock drill having an outer diameter substantially
less than the inner diameter of the auger shaft, and such drill bit
including peripherally spaced rock cutting blades and guide means
including axially extending edges on the blades of substantial
axial extent having an outer diameter slightly less than the inner
diameter of such auger shaft which engage the rock cavity wall and
extend into the auger shaft during withdrawal of the rock drill to
guide the drill bit from the cavity extension axially into the
hollow shaft auger; and feeding pressurized, self-hardenable, fluid
material into the cavity and cavity extension to form a columnar
body.
2. A method as in claim 1, wherein the hollow shaft of the rock
drill and drill bit have a passage therethrough of a size for
insertion of an elongated reinforcement member therethrough,
further comprising the step of inserting such elongated
reinforcement member through such passage in such rock drill and
drill bit after the rock drill has drilled the cavity extension and
before withdrawal of the rock drill therefrom, such elongated
reinforcement member being left in the cavity extension and cavity
and embedded in the columnar body after withdrawal of the rock
drill and auger.
3. A method as in claim 1, wherein during screwing of the
hollow-shafted auger axially into the earth of the situs to drill a
cavity therein to a depth encountering the rock formation, a
closure closes the lower end of the hollow-shafted auger, and when
the rock formation is encountered, the closure is removed from the
hollow-shafted auger to permit the hollow-shafted rock drill to be
operated through the hollow shaft of the auger as aforesaid.
4. A method as in claim 3, wherein such closure is attached to a
smaller auger axially and rotatably received in the hollow shaft of
the auger during the auger drilling for moving the closure between
open and closed positions.
Description
BACKGROUND OF INVENTION
In Lee A. Turzillo, U.S. Pat. No. 3,604,214, methods and means is
disclosed variously utilizing auger within an auger equipment, as
for producing sand drains and cast-in-place concrete pile bodies in
the earth of a situs. While said patent discloses a highly
satisfactory method and means for producing a concrete column in an
earth situs, with a tie-rod or a tension element anchored thereto,
no method or means is specifically disclosed for expeditiously
doing so under conditions where a rock formation is encountered in
the downward path of the earth augering equipment.
SUMMARY OF INVENTION
In use of the method and means of the present invention, as for
producing a concrete column in an earth situs containing a rock
formation with a tie-rod or tension element centered in the column,
a relatively large auger is initially drilled into the earth to
define therein a cavity of requisite large diameter, and until the
inner end of the large auger shaft, or a bit or closure member at
the inner end of the shaft, encounters a rock formation, at which
time the drilling is stopped. While retaining the large auger in
the stopped position a clear passage is provided through the shaft
thereof and a rock drill on the end of a hollow shaft, generally
referred to by the trade as a "Kelley-bar," may be lowered through
the auger shaft until cutting teeth on the rock drill encounter the
rock formation. With use of known rotary or percussion methods, the
rock drill is operated to cut into the rock and thereby form
therein a hole of requisite depth, and of smaller diameter than the
cavity formed in the earth.
The drilled rock particles may be removed from the hole drilled in
the rock in various ways, including by jetting water and/or air
down the rock drill shaft to convey the rock particles up along the
space between the rock drill and the wall of the auger shaft, to be
disposed of at the upper end of the auger shaft in known manner. A
tie-rod, tension member, or elongated reinforcing means may be
placed down the rock drill shaft, to extend to the bottom of the
rock cavity. The rock drill then may be withdrawn from the rock
cavity while feeding fluid self-hardening cementitious material
through the rock drill shaft, progressively to fill the rock cavity
around the rod or like means centered in the rock cavity. As an
alternative to this procedure, however, the fluid cementitious
material may be pumped through the auger shaft, into the rock
cavity, after withdrawal of the Kelly-bar and after said placement
of a tie-rod, tension member, or elongated reinforcing means to
extend into the rock cavity.
Next, and subsequent to withdrawal of the rock drill into the
hollow shaft of the large auger, the large auger may be rotated in
screwing direction to remove the earth retained in flighting of the
same, and thereby to form the larger earth cavity. Simultaneously
with gradual withdrawal of said auger a similar self-hardenable
cementitious material may be pumped or fed, either down the auger
shaft or through the rock drill shaft, progressively to fill the
formed earth cavity to requisite upward extent, to have a tie-rod,
tension member or reinforcing means, anchoringly centered
therein.
An object of the present invention is to provide a method and means
for forming a concrete columnar body in an earth situs, including
provision of an effective and efficient way to continue
installation of the columnar body to requisite effective depth upon
encountering rock formation in the earth situs.
Another object of the invention is to provide a method and means of
the character described utilizing a hollow-shafted auger and a rock
drill affixed on a shaft operable through the auger shaft, and by
which a rock cavity can be accurately drilled in a manner capable
of serving as a guide passage for ready retraction of the rock
drill from the rock cavity upwardly into the auger shaft.
Other objects of the invention will be manifest from the following
brief description and the accompanying drawings.
Of the accompanying drawings:
FIG. 1 is a fragmentary vertical cross-section, partly broken away,
of the lower end of an auger within an auger which has been drilled
into the earth of a situs to define a cavity therein before
encountering a rock formation.
FIG. 2 is a fragmentary cross-section corresponding to FIG. 1,
illustrating a condition in which a hollow-shafted rock drill has
been operated axially through the hollow shaft of the larger auger
to drill a cavity of selective depth in the rock formation to be
aligned with the passage through the auger shaft, and also
illustrating positioning of an elongated rod through the hollow
drill shaft.
FIG. 3 is a view corresponding to FIG. 2, but with the large auger
and the rock drill removed from the situs, and after steps of
feeding self-hardening cementitious material into the rock cavity
and the larger earth cavity with elongated rod anchoringly
positioned therein.
FIG. 4 is a bottom end view of the rock drill bit, illustrating
centered aperture means therein for passage of the elongated rod
from the drill shaft into the drilled cavities.
Referring to FIG. 1, the apparatus 10 suitable for practicing the
method of the invention, to produce a concrete pile body, initially
may include a relatively large, continuous flight hollow-shafted,
sectional auger 11 adapted to be rotatably mounted on a vertically
movable carriage (not shown) of a drilling rig of known type.
Initially, as for forming a pile cavity L in the earth situs E, the
hollow shaft 11 of auger 12 may have a smaller auger 13 axially and
rotatably received therein, to be axially operated to move a bit or
closure member 14 between open and closed positions as for passage
of material to or from the pile cavity. A suitable drilling rig for
variously using this auger within an auger type of drilling
equipment is exemplified in Turzillo U.S. Pat. No. 3,604,214.
In the event that the large auger 12, in drilling the cavity C in
the earth E, encounters a rock formation R further drilling
movement of auger 12 is withheld, and a small auger 13 is replaced
by a rock drill 15, affixed on the lower end of a hollow shaft 16,
and is in turn operated to rotate the bit 15 against the rock
formation to drill a rock cavity S of desired or predetermined
depth as shown in FIG. 2. The rock cuttings may be removed from the
rock cavity S during drilling, as by force feeding fluid and/or air
into the rock cavity, to drive such cuttings up the auger shaft 11,
in known manner.
After said removal of the rock cuttings, the rock drill may be
withdrawn, without rotation, while feeding self-hardenable fluid
cementitious material, such as cement mortar, either through the
drill rod 16 into the rock cavity until the rock drill is withdrawn
into the auger shaft 11 or through the auger shaft after removal of
the drill rod therefrom. Withdrawal of the rock drill from the rock
cavity into the auger shaft 11 may be facilitated by the bit 15
having a plurality of cutting blades 15.sub.a, 15.sub.a each
provided with a straight, radially outwardly presented, edge 17 of
substantial axial extent which by engagement with the rock cavity
wall during withdrawal of the drill 16, serves to guide the bit 15
axially into the auger shaft 12. The auger 12 may then be
simultaneously axially withdrawn and rotated, in screwing
direction, thereby to remove the augered earth from the earth
cavity L while simultaneously filling the same with self-hardenable
cementitious material to form a unitary concrete column 20,
anchored to and supported by the rock formation R. Either prior to,
during, or after withdrawal of the rock drill 15, as described, a
tie-rod, tension element, or other rigid elongated member 21 may be
placed or dropped through the rock drill shaft 16, or the auger
shaft 11, as the case may be, subsequently to be axially centered
in the pile body R, for strong anchoring connection thereto, as
shown in FIG. 3, upon hardening of said cementitious material.
When the presence of a rock formation in the earth situs is known
in advance, and the auger 11 has cutting teeth on its inner end,
the rock drill or Kelley-bar 15 can be rotated with the auger until
the rock formation is engaged by the rock drill cutters 15.sub.a.
The rock drill would then be operated as previously described to
drill down through the rock, ahead of the auger, to form the rock
cavity S for grouting in steel or like metal uprights, tie-backs,
tension members, and the like.
Modifications of the invention may be resorted to without departing
from the spirit of the invention or the scope of the appended
claims.
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