Boring or penetrating the earth – Bit or bit element – With bit guide or bore wall compacting device
Reexamination Certificate
1999-08-05
2001-07-03
Neuder, William (Department: 3672)
Boring or penetrating the earth
Bit or bit element
With bit guide or bore wall compacting device
C175S431000
Reexamination Certificate
active
06253863
ABSTRACT:
S
TATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT Not Applicable.
BACKGROUND OF THE INVENTION
In drilling a borehole in the earth, such as for the recovery of hydrocarbons or for other applications, it is conventional practice to connect a drill bit on the lower end of an assembly of drill pipe sections which are connected end-to-end so as to form a “drill string.” The drill string is rotated by apparatus that is positioned on a drilling platform located at the surface of the borehole. Such apparatus turns the bit and advances it downward, causing the bit to cut through the formation material by either abrasion, fracturing, or shearing action, or through a combination of all cutting methods. While the bit rotates, drilling fluid is pumped through the drill string and directed out of the drill bit through nozzles that are positioned in the bit face. The drilling fluid cools the bit and flushes cuttings away from the cutting structure and face of the bit. The drilling fluid and cuttings are forced from the bottom of the borehole to the surface through the annulus that is formed between the drill string and the borehole.
Many different types of drill bits with different rock removal mechanisms have been developed and found useful in drilling such boreholes. Such bits include diamond impregnated bits, milled tooth bits, tungsten carbide insert (“TCI”) bits, polycrystalline diamond compacts (“PDC”) bits, and natural diamond bits. The selection of the appropriate bit and cutting structure for a given application depends upon many factors. One of the most important of these factors is the type of formation that is to be drilled, and more particularly, the hardness of the formation that will be encountered. Another important consideration is the range of hardnesses that will be encountered when drilling through layers of differing formation hardness.
Depending upon formation hardness, certain combinations of the above-described bit types and cutting structures will work more efficiently and effectively against the formation than others. For example, a milled tooth bit generally drills relatively quickly and effectively in soft formations, such as those typically encountered at shallow depths. By contrast, milled tooth bits are relatively ineffective in hard rock formations as may be encountered at greater depths. For drilling through such hard formations, roller cone bits having TCI cutting structures have proven to be very effective. For certain hard formations, fixed cutter bits having a natural diamond cutting structure provide the best combination of penetration rate and durability. In soft to hard formations, fixed cutter bits having a PDC cutting structure have been employed with varying degrees of success.
The cost of drilling a borehole is proportional to the length of time it takes to drill the borehole to the desired depth and location. The drilling time, in turn, is greatly affected by the number of times the drill bit must be changed in order to reach the targeted formation. This is because each time the bit is changed, the entire drill string, which may be miles long, must be retrieved from the borehole section by section. Once the drill string has been retrieved and the new bit installed, the bit must be lowered to the bottom of the borehole on the drill string which must be reconstructed again, section by section. As is thus obvious, this process, known as a “trip” of the drill string, requires considerable time, effort and expense. Accordingly, it is always desirable to employ drill bits that will drill faster and longer and that are usable over a wider range of differing formation hardnesses. length of time that a drill bit is kept in the hole before the drill string must be tripped and the bit changed depends upon a variety of factors. These factors include the bit's rate of penetration (“ROP”), its durability or ability to maintain a high or acceptable ROP, and its ability to achieve the objectives outlined by the drilling program (especially in directional applications).
In recent years, the PDC bit has become an industry standard for cutting formations of soft and medium hardnesses. The cutter elements used in such bits are formed of extremely hard materials, which sometimes include a layer of thermally stable polycrystalline (“TSP”) material or polycrystalline diamond compacts (“PDC”). In the typical PDC bit, each cutter element or assembly comprises an elongate and generally cylindrical support member which is received and secured in a pocket formed in the surface of the bit body. A disk or tablet-shaped, hard cutting layer of polycrystalline diamond is bonded to the exposed end of the support member, which is typically formed of tungsten carbide. Although such cutter elements historically were round in cross section and included a disk shaped PDC layer forming the cutting face of the element, improvements in manufacturing techniques have made it possible to provide cutter elements having PDC layers formed in other shapes as well. A PDC bit may also include on the side of the drill bit gage pads that, among other things, result in a reduction of the amount of vibration of the drill bit through maintenance of gage diameter. A “stable” PDC bit is desirable because excess vibration of the drill bit reduces the effectiveness and ROP of the drill bit, and consequently increases costs.
A known drill bit is shown in FIG.
1
. Bit
10
is a fixed cutter bit, sometimes referred to as a drag bit or PDC bit, and is adapted for drilling through formations of rock to form a borehole. Bit
10
generally includes a bit body having shank
13
, and threaded connection or pin
16
for connecting bit
10
to a drill string (not shown) which is employed to rotate the bit for drilling the borehole. Bit
10
further includes a central axis
11
and a cutting structure on the face
14
of the drill bit, preferably including various PDC cutter elements
40
. Also shown in
FIG. 1
is a gage pad
12
, the outer surface of which is at the diameter of the bit and establishes the bit's size. Thus, a 12″ bit will have the gage pad at approximately 6″ from the center of the bit.
As best shown in
FIG. 2
, the drill bit body
10
includes a face region
14
and a gage pad region
12
for the drill bit. The face region
14
includes a plurality of cutting elements
40
from a plurality of blades, shown overlapping in rotated profile. The action of cutters
40
drills the borehole while the drill bit body
10
rotates. Downwardly extending flow passages
21
have nozzles or ports
22
disposed at their lowermost ends. Bit
10
includes six such flow passages
21
and nozzles
22
. The flow passages
21
are in fluid communication with central bore
17
. Together, passages
21
and nozzles
22
serve to distribute drilling fluids around the cutter elements
40
for flushing formation cuttings from the bottom of the borehole and away from the cutting faces
44
of cutter elements
40
when drilling.
Gage pads
12
abut against the sidewall of the borehole during drilling. The gage pads can help maintain the size of the borehole by a rubbing action when cutters on the face of the drill bit wear slightly under gage. The gage pads
12
also help stabilize the PDC drill bit against vibration. However, one problem with conventional gage pad design is excessive wear to the gage pads
12
due to their rubbing action against the borehole wall. In hard and/or abrasive formations, and also in directional applications, a method known to have helped minimize the severity of this wear problem is the placement of wear resistant materials such as diamond enhanced inserts (“DEI”) and TSP elements in the gage pad, as shown in FIG.
3
.
FIG. 3
includes a drill bit body
10
having a face region
14
and a gage pad region
12
for the drill bit. Each gage pad region
12
includes a first DEI
300
located directly above a second DEI
310
. DEI's resist wearing away by the rubbing action of the borehole wall because they are made of a harder and more wear resistant materia
Chan Peter K.
Mensa-Wilmot Graham
Conley & Rose & Tayon P.C.
Neuder William
Smith International Inc.
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