The present invention relates generally to civil building construction. More specifically, the present invention relates to techniques and equipments used in building structural foundation piling.
Conventional ground drilling equipments or techniques normally drill holes with a single or outer diameter (OD) target. Depending on the ground condition, a casing sometimes is inserted in the ground to prevent collapse of soil when the ground condition is loose. In the case where the ground strata are stable, no casing is necessary. In either case, all the materials inside the hole will needed to be excavated away in the process of drilling.
One design of drilling equipment has a single down-the-hole (DTH) percussion hammer. With this design, the hole drilled has a maximum possible size of about 1500 mm in diameter. Such single DTH hammer drilling will result in complete excavation of all materials inside the hole drilled as well.
Another design of drilling equipment has a number of DTH percussion hammers arranged over a circular disc and housed inside a circular housing. Because all the materials of the circular hole drilled will be fully excavated, this design is limited only to drilling solid circular holes, not annulus ring shaped holes.
It is also common to use a rotary drilling machine to drill holes with auger in relatively soft ground or core barrel in harder ground condition. This kind of drilling method will also entail the excavation of all materials inside the hole leaving only a solid circular hole.
There is also another drilling technique that utilizes a casing oscillator to first drive a casing down into the ground by oscillation and pushing. In order to continue driving the casing down into the ground, it is necessary to excavate the materials inside the cased hole during the drive by tools such as hammer grabs and chisels. As such, this drilling technique cannot be used to form annulus ring hole. The penetration speed is also very low.
It is an objective of the presently claimed invention to provide an apparatus for drilling an annulus ring hole in the ground. That is, by using a drilling apparatus with a number of down-the-hole (DTH) percussion hammers driven by compressed air or pressurized fluid, such as water, arranged and allocated in an annulus housing, to drill an annulus ring shaped hole in the ground with different outer diameters (OD) and inner diameters (ID), which can be designed to match certain requirements of a drilling or a building structural foundation piling project. The OD of the annulus ring hole typically can range from 200 mm to 5000 mm (or larger). To meet the various OD and ID configurations requirement, the number of DTH hammers and their distribution positions over the drilling area are configurable.
The presently claimed invention provides an apparatus for drilling an annulus ring hole without excavating or disturbing the ground material in the central interior area of the annulus ring hole. Only the materials inside the annulus ring area being excavated leaving a column of materials in the central interior area (the circular area within the ID) of the annulus ring hole. The high percussive power of the apparatus allows penetration of hard rock ground material such as granite with reasonable speed.
Embodiments of the invention are described in more detail hereinafter with reference to the drawings, in which
In the following description, apparatus for annulus ring hole drilling and the like are set forth as preferred examples. It will be apparent to those skilled in the art that modifications, including additions and/or substitutions may be made without departing from the scope and spirit of the invention. Specific details may be omitted so as not to obscure the invention; however, the disclosure is written to enable one skilled in the art to practice the teachings herein without undue experimentation. Although the embodiments described in the following pertain to using compressed air as the force delivery medium, pressurized fluid, such as water, can be used in place of compressed air without substantial modification to the presently claimed invention.
Referring to
Compressed air supplied from the external source to the intake swivel 107 is delivered through the internal channel in the rotary head 106 and down to the rotary head connection interface 105 and through the internal channel in the rotary head connection interface 105 to the air distributor 104 below it. The air distributor 104 diverts the airflow into a number of separate air paths matching the number of DTH percussion hammers employed in the DTH percussion hammer assembly 101. In this exemplary embodiment, five DTH percussion hammers are employed. In this case, the air distributor 104 ends with five air passages; each is further connected to an internal air-delivery pipe in the top pipe with exhaust openings 103, to an internal air-delivery pipe in the drill pipe 102, then to the respective DTH percussion hammer.
Still referring to
Referring to
Referring to
Tie bolts are used to tie together the DTH percussion hammer assembly 101's front section, main body, and the back head with nuts and lock nuts. When servicing the individual DTH hammer or changing the drill bits, the tie bolts can be loosened or removed. Other known methods of tying together the main elements of the annulus ring hole drilling percussion hammer assembly 101 should be apparent to practitioners skilled in the art.
The top adaptors of the DTH percussion hammers are located and housed in the back head at prescribed position and are screwed together with their corresponding DTH percussion hammer body. The top adaptor is supported and retained in the back head housing by a pair of bit retaining rings. The chuck of each DTH percussion hammer is mounted at its bottom and is of hexagonal outer sectional shape. The hexagonal chucks are located in place and housed in the front section of the DTH percussion hammer assembly 101. The hexagonal chucks have the advantage of enabling their corresponding hexagonal housing to withhold any torsion load experienced by the individual DTH percussion hammer along its own longitudinal axis during drilling. It is, however, possible to use chucks of other shapes such as circular sectional chucks.
The drilling OD of the annulus ring hole is determined by the radius distance from the exterior gauge dimension of the specially sized drill bit to the centre of the annulus ring drilling structural housing 400. The drilling ID of the annulus ring hole is determined by the radius distance from the interior gauge dimension of the specially sized drill bit to and the centre of the annulus ring structural housing 400.
The drilling OD of the annulus ring hole is designed to be larger than the OD of the annulus ring DTH percussion hammer assembly 101 and the drill pipes 102. That is, the exterior gauge of the drill bit 401 is protruded away from the OD of the annulus ring structural housing 400. The drilling ID of the annulus ring hole, on the other hand, is designed to be smaller than the ID of the annulus ring DTH percussion hammer assembly 101 and the drill pipes 102. That is, the interior gauge of the drill bit 401 is protruded away from the ID of the annulus ring structural housing 400. The purpose of this arrangement is to reduce the drag resistance on the surface of the entire drill string as it advances deeper and deeper into the ground.
Depending on the requirement of the annulus ring hole, various allocation arrangements of the drill bits are possible. If the difference between the annulus ring hole OD and ID is small, one circumferential layer of drill bits is used. In one embodiment, one circumferential layer comprises five drill bits, which is shown in
The front annulus ring percussion hammer assembly 101 shown in
Referring to
Referring to
In accordance with various embodiments, pressurized fluid instead of compressed air can be used to drive the reciprocal hammering actions of the DTH percussion hammers. In this case, pressurized fluid, instead of compressed air, is supplied through the intake swivel 107 in the rotary head 106, delivered through fluid-delivery pipes in the top pipe 103 and the drill pipes 102 to each of the DTH percussion hammers driving reciprocal hammering action during drilling.
The foregoing description of the present invention has been provided for the purposes of illustration and description. It is not intended to be exhaustive or to limit the invention to the precise forms disclosed. Many modifications and variations will be apparent to the practitioner skilled in the art.
The embodiments were chosen and described in order to best explain the principles of the invention and its practical application, thereby enabling others skilled in the art to understand the invention for various embodiments and with various modifications that are suited to the particular use contemplated. It is intended that the scope of the invention be defined by the following claims and their equivalence.
This application claims priority under Hong Kong Patent Ordinance Cap 514 s 111 to the U.S. Provisional Patent Application No. 61/441,656, filed 11 Feb. 2011, the disclosure of which is incorporated herein by reference in its entirety.
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/CN12/71040 | 2/10/2012 | WO | 00 | 5/9/2013 |
Number | Date | Country | |
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61441656 | Feb 2011 | US |