AU560373B2 - Creation of Inventions and Patents with Artificial Intelligence

AU560373B2 – Techniques for establishing inground support footings and forstrengthening and stabilizing the soil at inground locations
– Google Patents

AU560373B2 – Techniques for establishing inground support footings and forstrengthening and stabilizing the soil at inground locations
– Google Patents
Techniques for establishing inground support footings and forstrengthening and stabilizing the soil at inground locations

Info

Publication number
AU560373B2

AU560373B2
AU24909/84A
AU2490984A
AU560373B2
AU 560373 B2
AU560373 B2
AU 560373B2
AU 24909/84 A
AU24909/84 A
AU 24909/84A
AU 2490984 A
AU2490984 A
AU 2490984A
AU 560373 B2
AU560373 B2
AU 560373B2
Authority
AU
Australia
Prior art keywords
casing
ground
top end
end section
pole
Prior art date
1983-01-18
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)

Ceased

Application number
AU24909/84A
Other versions

AU2490984A
(en

Inventor
F. Kinnan
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)

Electric Power Research Institute Inc

Original Assignee
Electric Power Research Institute Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
1983-01-18
Filing date
1984-01-16
Publication date
1987-04-02

1984-01-16
Application filed by Electric Power Research Institute Inc
filed
Critical
Electric Power Research Institute Inc

1984-08-15
Publication of AU2490984A
publication
Critical
patent/AU2490984A/en

1987-04-02
Application granted
granted
Critical

1987-04-02
Publication of AU560373B2
publication
Critical
patent/AU560373B2/en

2004-01-16
Anticipated expiration
legal-status
Critical

Status
Ceased
legal-status
Critical
Current

Links

Espacenet

Global Dossier

Discuss

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Classifications

E—FIXED CONSTRUCTIONS

E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING

E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES

E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil

E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil

E—FIXED CONSTRUCTIONS

E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING

E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES

E02D27/00—Foundations as substructures

E02D27/32—Foundations for special purposes

E02D27/42—Foundations for poles, masts or chimneys

E—FIXED CONSTRUCTIONS

E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING

E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES

E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil

E02D3/02—Improving by compacting

E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles

E—FIXED CONSTRUCTIONS

E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING

E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES

E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering

E02D5/22—Piles

E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same

E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds

E—FIXED CONSTRUCTIONS

E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING

E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES

E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering

E02D5/22—Piles

E02D5/56—Screw piles

Description

TECHNIQUES FOR ESTABLISHING INGROUND SUPPORT
FOOTINGS AND FOR STRENGTHENING AND STABILIZING
THE SOIL AT INGROUND LOCATIONS
The present invention relates generally to techniques for establishing inground support footings and more particularly to a specific technique for establishing an inground footing for supporting a pole, post or other like object, especially a replacement utility pole, utilizing a specifically con¬ figured hollow casing which is threaded into the ground. By replacement pole, it is meant herein either a different new pole or the original pole reinforced in accordance with the present invention, e.g. by means of “stubbing”. The present invention also relates particularly to a specific apparatus for and method of threading the casing just mentioned into the ground and a specific method of adding strength and stabilization to the soil at a particular inground location, for example, .in the soil surrounding the casing just men¬ tioned by injecting grout into the soil by means of a specifically designed apparatus.
in the utility field, it is quite common to replace damaged utility poles with replacement poles. This is presently being done manually and requires the removal of the damaged or fallen pole and its inground stump since the new pole must be placed in the precise location of the old pole. This is because the new pole serves to support the same telephone or power lines as did the old pole.
OMPI Λ WTO

The presently used manual technique for replacing utility poles is time-consuming and quite expensive. This is espe¬ cially true when one considers that as many as 100,000 poles are replaced annually at an average cost of approximately $800.00 per pole including labor and pole cost (at today’s prices) .
In view of the foreoing, it is an object of the present invention to provide a technique for replacing damaged utility poles (with a new or replacement pole) in a rapid, economical and yet reliable manner.
Another object of the present invention is to install or reinforce or upgrade a replacement utility pole primarily by automated means and without having to remove the inground stump of the previous pole or replace the complete pole.
Still another object of the present invention is to provide a rapid, economical and yet reliable technique for estab¬ lishing an inground footing which may be configured not only to support a utility pole (either a new one or a replacement pole), but also for supporting other types of poles, posts or similar structures as well as other members requiring support such as towers.
A further object of the present invention is to provide an elongated, hollow casing which serves as the primary compo¬ nent in establishing the support footing referred to imme- diately above.
-Still a further object of the present invention is to provide a hollow casing of the last-mentioned type which is specifically configured to be threaded into the ground in a rapid and reliable manner and without plugging internally.
Yet a further object of the present invention is to provide the forward ost end of the last-mentioned casing with a configuration which further facilitates threading the casing into the ground.

Another object of the present invention is to provide a specific technique for threading the last-mentioned casing (and other such members) into the ground and particularly a technique which aids in threading the casing (or other member) through especially difficult soil including rock- laden soil.
Still another object of the present invention is to provide a technique for adding strength to the last-mentioned casing once the latter has been threaded, into the ground by mixing the soil surrounding the casing with a particular grout composition (prior to or after threading it into the ground) and/or by filling the top end section of the casing with the same composition.
A further object of the present invention is to provide a specific technique for injecting the last-mentioned grout composition into the soil surrounding the casing, specific¬ ally in a way which is carried out prior to or after place¬ ment of the casing in the ground so as to facilitate thread¬ ing the latter in place while, at the same time, causing the grout composition to mix with the surrounding soil.
Still a further object of the present invention is provide a technique apart from the previously mentioned support footing (and casing) for adding strength and stabilization to soil at a particular inground location by injecting grout therein and a particular apparatus for accomplishing this.
Other objects and features of the present invention will become apparent herein from the detailed description to follow. For the moment, it suffices to briefly describe the various aspects of the present invention.
one such aspect resides in a technique for establishing an inground footing for supporting a pole, post or other such member such as a tower, especially a replacement utility pole, as indicated previously. This technique utilizes a

generally cylindrical hollow casing having open top and bottom ends as well as (1) an uppermost end section includ¬ ing the top end, (2) a smaller diameter lowermost end sec¬ tion including the bottom end, and (3) a radially tapering intermediate section joining the two. The casing also has a helically threaded outer surface between its ends sufficient to allow the casing to be threaded into the ground starting at its bottom end. A powered apparatus is fixedly connected to the top end of the casing for rotating the latter about its own axis while, at the same time, urging the entire casing forward (in the direction of its bottom end) whereby to thread the casing into the ground so that the latter may- serve as the previously recited support footing. The helical threads in the outer surface of the casing and the way in which the outer surface tapers from its larger upper¬ most end section to its smaller bottommost end section combine to make it possible to thread the casing in the ground and to do it in a rapid and reliable manner.
While the inground casing just described may serve to support many different types of posts, poles and other such members, it is especially suitable for supporting a utility pole and particularly a replacement pole. In this latter case, the casing is threaded into the ground concentrically around the stump of the previous pole and therefore the stump does not have to be removed.
Another apsect of the present invention resides in the particular way in which the casing just described is threaded into the ground. The apparatus disclosed herein to accom¬ plish this is one which not only rotates the casing about its own axis while the casing is urged forward, but also causes the casing to vibrate about its axis of rotation, whereby to aid in the threading process. This vibrational approach may also be used for threading other members into the ground.
O ?I

Still another aspect of the present invention resides in a particular method of adding strength and stabilization to the soil at a particular inground location. This method requires a specific grout composition, for example, a cement or epoxy resin slurry, which when placed in the soil adds strength and stabilization thereto. In accord¬ ance with the present method, this composition is in¬ jected into the ground using a particular apparatus to do so with sufficient strength to cause the soil surrounding the batch to fracture as the batch passes therethrough. In this way, the ultimate resting position of the grout composition can be controlled. This particular technique can be used to strengthen and stabilize hillsides, mining tailings and the like. It can also be used to strengthen the inground casing recited above.
The various aspects of the present invention just recited above will be discussed in more detail hereinafter in conjunction with the drawings wherein:
FIGURE 1 is a side elevational view of a system for establishing an inground support footing in accordance with the present invention;
FIGURE 2 is an enlarged, longitudinal sectional view of an inground casing which forms part of the system illus¬ trated in Figure 1 and which is designed in accordance with the present invention;
FIGURE 3 is a view similar to Figure 2 of a different type of casing than the one illustrated in Figure 2 and specifically one which is not as satisfactory;
FIGURE 4 is the bottom plan view of the casing illustrated in Figure 2, taken generally along line 4-4 in Figure 2;
FIGURE 5 illustrates in partially broken away plan view an inground structural arrangement which is designed in

accor ance with one embodiment of the present invention and which serves as a support footing for a replacement utility pole;
FIGURE 6 is a view similar to Figure 5 but illustrating an inground structural arrangement serving as a support footing for a utility pole in accordance with a second embodiment of the present invention;
FIGURES 7 and 8 diagrammatically illustrate in plan and vertical sectional views, respectfully, a preferred step which is carried out in threading the casing illustrated in Figure 2 into the ground;
FIGURE 9 is a side elevational view of an apparatus designed in accordance with the present invention for threading the casing illustrated in Figure 2 into the ground;
FIGURE 10 is a front view of a portion of the apparatus illustated in Figure 9;
FIGURE 11 is a cross-sectional view of the apparatus of Figures 9 and 10, taken generally along line 11-11 in Figure 10;
FIGURES 12 and 13 are partially broken away side elevational views of an apparatus (illustrated in different operating positions) designed in accordance with the present invention for injecting a grout composition into the ground; and
FIGURES 14 and 15 diagrammatically illustrate a method of adding strength and stabilization to the soil at a par¬ ticular inground location.
Turning now to the drawings, wherein like components are designated by like reference numerals throughout the

various figures, attention is first directed to Figure 1. This figure illustrates a system generally indicated by the reference numeral 10 for establishing an inground structural arrangement which serves as a support footing for a replace- ment utility pole. This system includes a specifically designed rigid hollow casing 12, for example, one constructed of steel having opened top and bottom ends and a helically threaded outer surface between its ends sufficient to allow its casing to be threaded into the ground starting at its bottom end. The system also includes an apparatus generally indicated at 14 which is shown disengagably connected to the top end of the casing for rotating the latter about its longitudinal axis while, at the same time, urging the entire casing forward in the direction of its bottom end, whereby to thread the casing into the ground (see Figure 2) from the position illustrated in Figure 1. Because the structural arrangement is intended as a support footing for a replace¬ ment utility pole, as indicated above, casing 12 is threaded into the ground around the inground stump which forms part of the removed pole. As illustrated in Figure 1, the stump, generally indicated at 16, extends vertically with its uppermost end 18 located approximately at ground level indicated by the reference numeral 20.
It should be apparent that for casing 12 to support a utility pole it must be relatively large diametrically, as well as long longitudinally, and its body must be relatively thick. For example, an actual working embodiment of the casing 12 is constructed of steel 1/8 inch thick, 6 feet long, and 15 inches in diameter. It should be apparent that such a large member is not necessarily easy to thread into the ground. However, as will be seen below, casing 12 is specifically designed not only to make this task possible, but also to make it relatively easy, especially combined with certain features of apparatus 14 to be described hereinafter.
Referring to Figure 2 , casing 12 is shown including an

integrally formed main body 22 which is constructed of steel or other suitable rigid material and which includes an opened top end 24 and an opened bottom end 26. As indicated above, the casing (actually the casing body) has a helically threaded outer surface between its top and bottom ends sufficient to allow the casing (casing body) to be threaded into the ground starting at its bottom end. These helical threads are generally indicated at 28 in Figure 1 and need only be present on the external surface of the casing body in order to facilitate threading of the latter into the ground. However, as illustrated in Figure 2, the entire casing body is corrugated from its top end to its bottom end in a way which not only provides outer helical threads 28 but also corresponding inner threads 30 (Figure 2) which further facilitate the threading process and combine with the outer threads to add longitudinal rigidity to the casing when the latter is utlimately threaded into the ground. In addition, the corrugated, helical configuration of the casing in combination with its tapered configuration allows one casing (or more) to be threaded axially into another in order to form a longer single casing.
Still referring to Figure 2, overall casing body 22 is shown including an uppermost end section 32 including top end 24, a lowermost end section 34, which includes bottom end 26 and which is substantially smaller in diameter than the upper¬ most end section, and a radially tapering intermediate section 36 joining together sections 32 and 34. As will be explained in more detail below, this particular configura¬ tion serves three important functions. First, it facilitates -the threading process and, in some cases, makes the threading process possible when it might not have otherwise been. Second, because of this particular configuration, after the casing is ultimately threaded into position in the ground, as shown in Figure 2, the soil level within the casing which is generally indicated at 38 is below ground level 20 by a fixed amount. This has certain advantages to be discussed hereinafter. Third, again because of the configuration of

the casing, the soil outside but directly adjacent the uppermost end section 32 of the casing body is relatively compact compared to the normal ground conditions in the vicinity of the casing.
in order to more fully appreciate why the configuration of body 22 is able to facilitate the threading process, it must be compared with a casing 12′ which is illustrated in Figure 3. This latter casing is identical in every way to casing 12 except that casing 12′ has the same diameter (or radius) throughout its entire length as the uppermost section 32 of casing 12 (e.g., r ). This also means that the volume per axial foot within the casing is constant. As a result, as increments or plugs of soil generally indicated at S..-S- enter the casing body from its bottom open end (as the casing is drilled into place) , they are forced upward around stump 16 within equivalent volumetric spaces in a relatively compressed manner. This tends to cause the compressed plugs to break free from the rest of the soil and, in effect, bind with the casing body as it is rotated. This, in turn, makes it more difficult, if not impossible, for the casing to be drilled further into the ground. In contrast thereto, it should be noted that any given soil segment or plug entering casing body 22 as the latter is drilled into the ground has an outermost radius r ‘ dictated by the smaller diameter c defining lowermost casing section 34. As a result, this soil segment which is generally indicated at S, ‘ in Figure 2 moves into a substantially larger volume as it moves upward into its uppermost section 32 of the casing body . As a result, this soil segment is not compressed but rather has room to break apart without tending to bind with the casing in the manner just described.
Referring again to Figure 3, it should be apparent that as the casing body 12’ is threaded into its ultimate inground location, the entire interior space between stump 16 and the inner surface of the casing body will be filled with soil. In other words, the initial soil increment S. is ultimately

forced upward to the very top of the casing body where it lines up with ground level 20. On the other hand, as the soil increment S.. ‘ and subsequent increments enter casing body 22 from bottom end 26, they move up into a larger volume defined by the uppermost casing section 32. As a result, the amount of soil actually entering the casing (volumewise) is less than the volume in the entire casing (because of the larger uppermost section compared to the lowermost section) . As a result, when the casing reaches its ultimate inground position, only a portion of its body fills with soil, thereby resulting in a lower soil level 38. At the same time, the soil immediately outside the lowermost section 34 of the casing is forced radially outward by intermediate tapering section 36 as the casing body moves downward. As a result, the soil just outside and surround¬ ing uppermost section 32 when the casing is in its ultimate position is relatively compact compared to the normal ground conditions in the vicinity of the casing. This more compact soil aids in strengthening the casing and in maintaining it in the ground.
Overall casing 12 has been described as having advantages as a result of its longitudinal configuration, as discussed immediately above. A further advantage resulting from the casing’s configuration is illustrated in Figure 4. This figure shows the bottom end of the casing and specifically opening 22 in plan view. As seen there, opening 26 is defined by a series of connected radially inward and radi¬ ally outward curving segments 40 which have been found to more readily cut through the soil than a true circular configuration or even a circular configuration with serra¬ tions or teeth. The radially inward and radially outward curving segments are achieved by providing opening 26 entirely within a plane perpendicular to the axis of the casings. In this way, the outer helical threads 28 and inner threads 30 are cut in the same plane. Each radially outward curve corresponds to the radially outward turn of the corrugation in the casing body and each radially inward

curve corresponds to an inner turn in the corrugation. In other words, by cutting the corrugation in the direction perpendicular to the axis of the casing, the desired radi¬ ally inward and radially outward curving configuration is automatically provided.
Having described overall casing 12, reference is made to Figure 5 which illustrates an inground structural arrange¬ ment including this casing which serves as a support footing for a specific replacement utility pole. The overall struc- tural arrangement is generally indicated at 42 and the replacement pole is shown at 44. It is to be understood that this replacement pole can be either the original pole (without its stump 16) or a totally different pole. It is preferable to use the original for economical reasons. However, this presupposes that the original in combination with the present structural arrangement is structurally satisfactory. For purposes herein,. the term “replacement pole” means either the original pole (without its stump) or a different pole. The casing 12 is shown threaded into the ground such that a top end segment 46 is located above ground level 20. At the same time, the soil level 38 within casing 12 is below ground level, thereby exposing an upper¬ most end segment 48 of stump 16.
As illustrated in Figure 5, a bottom end section 50 of replacement pole 44 is disposed within top end segment 46 of casing 12 in axial alignment with stump 16. The new pole is held in this position by filling the space between it and the casing with a suitable grout composition, for example, cement or epoxy resin initially provided in slurry form. This grout composition which is indicated at 52 not only fixedly connects bottom end section 50 of pole 44 with the casing, but also adds strength to the casing. Further strength is added to the casing by filling the area surround¬ ing the exposed section 48 of stump 16 with grout as indi- cated at 54.

A modified inground structural arrangement 42′ is illus¬ trated in Figure 6. This arrangement includes an identical casing 12 threaded into the ground. However, in arrangement 42* the top end 24 of the casing may be located at or only slightly above ground level, as shown. However, casing 12 includes a circumferential connecting flange 54 fixedly connected to its top end. The overall structural arrange¬ ment also includes a sleeve 56 having an open top end 58 and a bottom end which may be opened but is preferably closed and which includes a second circumferential flange 60 fixed¬ ly connected thereto. As seen in Figure 6, flange 60 is positioned over but fixedly connected to flange 54 by a series of bolts 62, such that sleeve 56 is in axial align¬ ment with the casing. The sleeve is configured to receive bottom end section 50 of replacement pole 44 through its top end 58, as illustrated. If there is room, a grout composi¬ tion of the type recited above or any other suitable adhesive means may be provided around the entering segment of the pole, between the latter and the sleeve for holding the pole more tightly in place. Also, the space within the casing between the latter and the exposed section 48 of stump 16 may be filled with grout in order to aid in the strengthen¬ ing of the casing. This grout composition is indicated at 64.
i certain instances, it may be desirable and even necessary to provide structural arrangements 42′ rather than arrange¬ ment 42. For example, where “breakaway” utility poles are required by local ordinances, arrangement 42′ could be utilized with breakaway bolts 62. In this case, the bottom of sleeve 56 would be closed so that the bottom of the utility pole remains within the sleeve. Therefore, should a vehicle inadvertently hit the pole, it would most likely do so with sufficient force to break the bolts and cause the pole and sleeve (including flange 60) to separate from flange 54 and thereby fall to the ground.
From the foregoing, it should be quite apparent that either

structural arrangement 42 or 42′ can be readily provided by first drilling casing 12 into the ground concentrically around stump 16 starting at the bottom end of the facing. In order to do this, the casing must be rotated about it own axis and urged downward toward its bottom end from its top end, as indicated above. Overall apparatus 14 referred to initially with regard to Figure 1, includes an arrangement 70 to accomplish this. Arrangement 70 includes a structural assembly 72 which supports a torque head 74 for vertical movement in the upward and downward direction, as indicated by two-way arrow 75. The support assembly also includes a piston and cylinder type of arrangement 78 for moving the torque head upward and downward. At the same time, the torque head supports a vertically downward extending shaft or torque bar 78 and a flange 80 fixedly connected to its lowermost end. The torque head includes a means (not shown) for rotating the shaft about its axis, as indicated by arrow 82.
Flange 80 serves to fixedly disengagably connect the lower- most end of shaft 78 to top end 24 of casing 12. If the casing has its own flange 54 as in structural arrangement 42’ (see Figure 6) , this latter flange may be used to con¬ nect flange 80 to the casing, as illustrated in Figure 9. On the other hand, if casing 12 does not include its own flange as in the overall structural arrangement 42 illus¬ trated in Figure 5, a separate connecting flange arrangement can be provided. This arrangement is illustrated by dotted lines in Figure 2 at 84. As seen there, arrangement 84 includes an uppermost flange 86 fixedly joined to the top end of a threaded segment 88. Segment 88 is configured to thread into the top end of the casing sufficient to fixedly maintain flange 86 in place over the top end of the casing. Because arrangement 84 threads into casing 22 in the same direction (for example clockwise) as the casing is threaded into the ground, segment 88 will remain in place as the casing is threaded into the ground.
O PI

Once flange 80 fixedly connected to shaft 78 is connected with either flange 54 or flange 86 and the entire casing is positioned over stump 16 in the manner illustrated in Figure 1, the shaft is rotated (for example, clockwise) , and the entire torque head is urged downward by means of piston and cylinder assembly 76 in order to urge the casing down¬ ward. This, in turn, causes the casing to be threaded into the ground and over stump 16. In a preferred embodiment, apparatus 14 includes means for producing high pressure water jets into the soil near the bottom end of the casing in order to cut a Kerf therein before the casing is threaded into place. This preripping procedure also provides lubri¬ cation for the threading operation. In this same embodi¬ ment, the casing is rotated at approximately fifteen revolu- tions per minute, although the apparatus is not limited to this particular rotational speed.
Overall apparatus 70 as described thus far may be readily provided and does not per se form part of the present invention other than as part of overall system 10. However, in accordance with the present invention, overall apparatus 14 includes an arrangement generally indicated at 90 in Figure 10 which cooperates with shaft 78 for causing casing 22 to vibrate about its axis of rotation as the casing rotates, whereby to aid in threading the casing into the ground. More specifically, this arrangement allows the casing to move through relatively sticky and highly com¬ pacted soil and soil containing rock whereby it might be able to without such rotation.
‘As “best illustrated in Figure 10, vibration arrangement 90 includes a relatively rigid torque arm 92 which is welded or otherwise fixedly connected at one end to shaft 78 and which extends outwardly therefrom in a direction normal to the axis of the shaft. A housing 94 is fixedly connected to the otherwise free end of torque arm 9.2 and contains a readily providable mechanism 96 and a counterweight 98 cooperating with one another for vibrating the housing in a way which

vibrates the torque arm only in a plane through the connect¬ ing arm and normal to shaft 78, that is, about the axis of the shaft. This, in turn, causes the shaft to vibrate about its axis only, thereby causing the casing to vibrate about its axis only. This is best illustrated diagrammatically in Figure 11 where the housing 94 is shown vibrating in the direction of two-way arrow 100. This imparts vibration to the torque arm about the axis of shaft 78, as indicated by arrow 102, which, in turn, causes the shaft itself to rotate about its axis, as indicated by two-way arrow 104. The shaft is also shown in Figure 11 rotating clockwise, as indicated by arrow 106, at the same time.
The overall apparatus 14 can be powered by any suitable means, typically hydraulically. This is also true for vibrating mechanism 96. In a preferred embodiment, this mechanism is driven hydraulically and includes a drive motor 108 having its output shaft connected to an eccentric cam 110, both of which are contained within housing 94 along with suitable bearings and seals. The counterweight 98 is also positioned within the housing in a location which prevents the vibrating mechanism from causing the connecting arm to twist about its own axis. In a preferred embodiment, the frequency of vibration produced by mechanism 96 is tuned to the resonance of the torque arm-shaft combination so that large impulse torques are transmitted into the casing.
Torques as high as 45,000 ft.-lbs. can be applied to the casing in addition to the constant torque being applied by the torque head which can be, for example, 15,000 ft.-lbs. of constant torque.
Referring to Figures 12 and 13, attention is now directed to another type of apparatus which could be used with overall system 10, as will be seen hereinater. This second appa¬ ratus which is seen generally indicated by the reference numeral 110 is provided for injecting a grout slurry into the ground. The particular grout contemplated is one which, when placed in the -soil, adds strength and stabilization

thereto. One example is cement and another is epoxy resin. The grout is mixed with a carrier, preferably water, in the form of an overall slurry and this slurry is injected into the ground in a controlled manner using apparatus 110.
As seen in Figure 12, apparatus 110 includes an overall support housing 111 containing an elongated hollow barrel 112 carrying a nozzle 114 at its lowermost end. This nozzle may be of any conventional type having an end opening 118 for the passage of grout slurry within the barrel, and it may also include side openings 115 for directing grout slurry out of the barrel at acute angles with its axis. An upper end section 116 of the barrel opens into a larger chamber 117 defined by an uppermost barrel housing 118. An elongated piston 120 having an enlarged back end 122 which serves as a plunger is coaxially positioned partially within the barrel section 116 and partially within chamber 117. The piston is supported in this position for axial movement by its plunger 122.
In the actual operation of overall apparatus 110, the grout slurry is introduced into the barrel under the front end 124 of piston 120 through an appropriate inlet valve 128, as indicated by arrows 130. The barrel is filled up to the level of the inlet valve which lies immediately below the piston when the latter is in its extended, “spent” position, illustrated in Figure 12. Overall apparatus 110 includes suitable means including a hydraulic dump valve 129 and hydraulic oil 131 within housing 118 below plunger 122 for retracting the piston further into chamber 117, specifically into a loaded position. As this is done, a vacuum is created under the piston thereby causing more grout slurry to enter the barrel in order to entirely fill the latter as indicated by arrows 132. At the same time, nitrogen gas or other compressible gas 133 which is provided in chamber 117 above plunger 122 is compressed by the plunger, thereby resulting in a larger pressure behind the plunger.

Once the piston is in its loaded position, dump valve 129 is actuated to release the oil pressure in front of the plunger, thereby causing the entire piston to move from its retracted position to its spent position with great force. In fact, this force is intensified by the difference in diameter between the piston’s narrower front end and its enlarged plunger. This, in turn, causes the grout slurry to be blown out of the barrel through nozzle 114 with even greater force due to the amplifying effect caused by the piston configura- tion. It has been found that the grout slurry can be in¬ jected from the barrel with sufficient force to penetrate even compact soil sufficient to cause the surrounding soil to fracture. This in turn means that the ultimate location of the grout in the soil can be controlled by the proper selection of different aspects of the overall apparatus and the grout composition itself. For example, the particular way in which the composition is ejected from barrel 112 and the amount of force it has will depend on the particular nozzle selected, the size of the barrel and the length of piston 120 as well as the amount of force applied to the piston itself. Also, the slurry composition will in part dictate how it is ejected from the nozzle and the amount of force it has. In an actual working embodiment, the grout slurry contains up to 80% solids (grout) by weight, the rest being water. Particular grout used was epoxy.
In a preferred embodiment of apparatus 110, nozzle 114 is moved vertically downward into the ground to the desired location (for injecting grout) . At the same time, it may be desirable to rotate the nozzle about its own axis. Suitable means may be provided for the purpose. Such means may include a drive piston (not shown) for axial movement and a combination motor/gear gear 135 for axial rotation.
Figure 14 illustrates how the grout which is generally indicated at 150 is injected into the ground using apparatus 110. In this particular illustration, the nozzle 114 includes only one opening at its tip and the grout slurry
ϊOTET OMPΓ ‘

exits barrel 112 through that opening only. Note that the soil in front of the nozzle has been fractured by the grout and filled with the latter. Obviously, this fractured pocket will vary with the amount of grout being ejected, its force, and its composition. However, once the grout has been so injected into the soil and allowed to solidify, which will eventually occur when its aqueous component evaporates, the solidified grout aids in strengthening and stabilizing the soil. As a result, individual pockets 150* of grout can be injected into hillsides for stabilizing the latter, as best illustrated in Figure 15. These same pockets can be injected in the necessary area around mining tailings for the same purpose.
As indicated previously, overall apparatus 110 can also be used with overall system 10 illustrated in Figure 1. More specifically, pockets of grout can be injected into the soil surrounding’ previously described stump 16 before casing 22 is threaded into the ground at the anticipated location of the casing. This is best illustrated in Figures 7 and 8. The pockets are generally indicated at 150″. The dotted circle shown in Figure 7 corresponds to the anticipated location of casing 22 and therefore has the same diameter as the casing and is concentric with the stump. In this way, while the grout slurry is primarily aqueous, the casing is threaded into place. The grout slurry serves as a lubricant during this process, thereby aiding in the threading opera¬ tion. At the same time, the threading operation causes the grout to mix with the soil, both within and immediately outside the casing. As a result, after the casing has been threaded into its ultimate location, and after the grout has hardened, it serves as a means of strengthening the casing by strengthening the soil on either side of it. While it is preferable to inject the grout into the ground before the threading procedure, it could be done afterwards for strengthening the overall arrangement.
The foregoing has been a description of (1) an inground

structural arrangement serving as a support footing for a replacement utility pole including a specifically designed casing, (2) a system for and method of providing such an arrangement, (3) a specific apparatus for threading the casing into the ground, (4) a method of adding strength and stabilization to the soil at a particular inground location, and (5) an apparatus utilized with the last-mentioned method for injecting grout into the ground in order to carry out the method. These latter two items, that is, the soil strengthening and stabilizing method and its associated grout injecting apparatus are described apart from and as part of the above-mentioned system (Item 2) . However, it is to be equally understood that the casing forming part of the inground structural arrangement (Item 1) , could be used as part of a footing for supporting other posts, poles and like objects besides replacement utility poles. In the same manner, the system for providing the arrangement of Item 1 can be used to provide other types of structural arrange¬ ments. Morever, the apparatus provided for threading the casing in the ground (Item 3) , can be utilized for threading other members into the ground besides hollow casings.
OMPΓ

Claims (56)

WHAT IS CLAIMED:

1. A system for establishing a support footing in the ground, comprising:
(a) a generally cylindrical hollow casing having opened top and bottom ends, an uppermost end section in¬ cluding said top end, a lowermost end section including said bottom end, said lowermost end being smaller in diameter than said uppermost end section, and a radially tapering intermediate section joining said end sections, said casing
10 having a helically threaded outer surface between its ends sufficient to allow the casing to be threaded into the ground starting at its bottom end; and
(b) means disengagably connectable with the top end of said casing for rotating the latter about its axis while,
,£- at the same time, urging the entire casing forward in the direction of its bottom end, whereby to thread the casing into the ground starting at its bottom end so that it may serve as said footing.

2. A system according to Claim 1 including means cooper¬
20 ating with said rotating means for causing said casing to vibrate about its axis of rotation as the casing rotates, whereby to aid in threading the latter into the ground.

3. A system according to Claim 1 including means for in¬ jecting grout into the ground before threading the casing
25 therein at the anticipated location of the casing whereby the grout facilitates in the threading process and mixes wi h the soil surrounding the casing as the latter is threaded in place for adding structural integrity thereto.

4. A system according to Claim 1 wherein said casing in- 2Q eludes flange means at its top end for connecting said top end with said rotating means as the casing is threaded into place and/or for ultimately connecting said top end to a post, pole or other such object after the casing has been threaded into place.
OMPI

5. A system according to Claim 4 wherein said flange means is fixedly connected with and forms part of the top end of said casing.

6. A system according to Claim 4 wherein said flange means is separate from but thread connectable with said casing for connecting the latter with said rotating means, whereby the flange means can be readily removed when the casing is placed in the ground.

7. A system according to Claim 1 wherein the bottom open end of said casing lies in a plane normal to the casing’s axis and, because of the helically threaded outer surface of the casing, said bottom open end is defined by a series of connected, radially inward and radially outward curving segments which cut through the ground more readily than a circular configuration as the casing is threaded into place.

8. A system for establishing a support footing in the ground, comprising:
(a) a generally cylindrical hollow casing having open top and bottom ends extending cross-sectionally in planes normal to the axis of the casing, an uppermost end section including said top end, a lowermost end section including said bottom end, said lowermost end section being smaller in diameter than said uppermost end section, and a radially tapering intermediate section joining said end sections, said casing having a main body formed with corrugations defining a helically threaded outer surface and helically threaded inner surface between its top and bottom ends sufficient to allow the casing to be threaded into the ground starting at its bottom end, said corrugations causing the bottom end of said casing to define a series of con¬ nected radially inward and radially outward curving segments which cut through the ground more readily than a circular configuration as the casing is threaded into place;
(b) means disengagably connectable with the top end of said casing for rotating the latter about its axis, while at the same time, urging the entire casing forward in the direction of its bottom end, whereby to thread the casing into the ground starting at its bottom end so that it may serve as said footing; (c) flange means for connecting the top end of said casing with said rotating means in order to thread said casing in place and/or for ultimately connecting the top end of said casing to a post, pole or other such object after the casing has been established as a footing; and (d) means cooperating with said rotating means when the latter is connected with said casing for causing the latter to vibrate about its axis of rotation as the casing rotates, whereby to aid in threading the latter into the ground.

9. A system according to Claim 8 including means for in¬ jecting grout into the ground before threading the casing therein at the anticipated location of the casing whereby the grout facilitates in the threading process and mixes with the soil surrounding the casing as the latter is threaded into place for adding structural integrity thereto.

10. An inground structural arrangement serving as a support footing for a utility pole, post or other such object, said arrangement comprising:
(a) a generally cylindrical hollow casing having opened top and bottom ends, an uppermost end section in¬ cluding said top end, a lowermost end section including said bottom end, said lowermost end being smaller in diameter than said uppermost end section, a radially tapering inter¬ mediate section joining said end sections, and a helically threaded outer surface between its ends sufficient to allow the casing to be threaded into the ground starting at its bottom end, said casing being threaded into the ground such that a top end segment of the casing’s uppermost end section including said top end is located at or slightly above ground whereby to serve as a means for connecting the casing to said post, pole or other such object;
(b) means cooperating with the top end segment of said casing for connecting said post, pole or other such object to said top end segment and therefore to said casing.

11. An arrangement according to Claim 10 wherein the top end segment of said casing is adapted to receive a bottom end section of said post, pole or other such object through its open top end for supporting said object and wherein said connecting means includes a grout substance located within the top end segment of said casing between the latter and said object for fixedly connecting the two together.

12. An arrangement according to Claim 10 wherein said connecting means includes a support flange fixedly connected to the top end of said casing, said support flange being adapted for connection with a mating flange forming part of said post, pole or other such object.

13. An arrangement according to Claim 10 wherein, because the lowermost end section of said casing is smaller in diameter than said uppermost end section, the soil level within said casing is below ground level by a fixed amount, said arrangement including grout filling the area within said casing between said soil level and ground level whereby to add structural integrity to the casing.

14. An arrangement according to Claim 13 wherein, because the lowermost end section of said casing is smaller in diameter than said uppermost end section, the soil sur¬ rounding and directly adjacent to the outer surface of said casing along its uppermost section is relatively compact compared to normal ground conditions in the vicinity of the casing.

15. An arrangement according to Claim 14 including grout mixed with the soil in said casing and also with the soil immediately adjacent and surrounding the exterior of said
” URE
OMPI casing whereby to add structural integrity to the latter.

16. An arrangement according to Claim 10 including the inground stump of a previously removed utility pole, said stump being located concentrically within said casing such that at most a top end section thereof is located above the soil level therein, said arrangement serving as a support footing for a new utility pole.

17. A casing especially suitable for use as an inground footing for supporting a post, pole or other such object, said casing comprising a generally cylindrical, hollow body having opened top and bottom ends, an uppermost end section including said top end, a lowermost end section including said bottom end, said lowermost end section being smaller in diameter than said uppermost end section, and a radially tapering intermediate section joining said end sections, said main body also having a helically threaded outer sur¬ face between its ends sufficient to allow the casing to be threaded into the ground starting at its bottom end.

18. A casing according to Claim 17 including flange means located at its top end for connecting said top end with a means for rotating the casing so as to thread the latter into the ground and/or for ultimately connecting said top end to said post, pole or other such object after the casing has been threaded into the ground.

19. A casing according to Claim 18 wherein said flange means is fixedly connected with and forms part of the top end of said casing body.

20. A casing according to Claim 18 wherein said flange means is separate from but threadedly connectable with said casing body for connecting the latter said rotating means whereby the flange means can be readily removed when the casing is threaded into the ground.
O P

21. A casing according to Claim 17 wherein the bottom open end of said main body lies in a plane normal to the body’s axis and, because of the helically threaded outer surface of said body, said bottom open end is defined by a series of connected radially inward and radially outward curving segments which cut through the ground more readily than a circular configuration as the casing body is threaded into place.

22. A casing according to Claim 17 wherein said casing body is corrugated along its length from said top end to said bottom end so as to provide said helically threaded outer surface and a helically threaded inner surface between its ends.

23. A replacement or repair assembly for a utility pole which has been permanently or temporarily removed from the ground, except for a lowermost stump which has been left in the ground with the uppermost end of the stump at approxi¬ mately ground level, said assembly comprising:
(a) a generally cylindrical hollow casing having opened top and bottom ends disposed within the ground around said stump such that the top end of said casing is located at or slightly above ground level;
(b) a utility pole to replace the removed pole, said utility pole being either the original pole without its stump or an entirely different pole; and
(c) means for fixedly connecting a bottom end section of said replacement pole with the top end of said casing.

24. An assembly according to Claim 23 wherein said bottom end segment of said replacement pole is disposed within a top end section of said casing and wherein said means for connecting said replacement pole with said casing includes grout disposed within the top end section of said casing around the bottom end section of said replacement pole.

25. An assembly according to Claim 23 wherein said con- necting means includes a first flange fixedly connected to the top end of said casing, a sleeve having an opened top end, a closed bottom end, and a second flange fixedly connected to said closed bottom end, and means for bolting said first and second flanges together, and wherein the bottom end section of said replacement pole is disposed within said sleeve.

26. An assembly according to Claim 25 wherein said bolting means includes a plurality of breakaway type of bolts whereby a vehicle colliding with said replacement pole will cause said bolts to break loose and thereby cause the pole to break away.

27. An assembly according to Claim 23 wherein said casing has an uppermost end section including said top end, a lowermost end section including said bottom end, said lower¬ most end section being smaller in diameter than said upper¬ most end section, and a radially tapering intermediate section joining said end sections, said casing also having a helically threaded outer surface between its ends sufficient to allow the casing to be threaded into the ground starting at its bottom end.

28. An assmebly according to Claim 27 wherein, because the lowermost end section of said casing is smaller in diameter than said uppermost end section, the soil level within said casing is below ground level such that an uppermost end section of said stump is exposed, said assembly including grout disposed within said casing above said soil level and -around said exposed stump section, whereby to add structural integrity to said casing.

29. An assembly according to Claim 28 including grout mixed with the soil within said casing and outside said casing but in close proximity to the latter whereby to add still further structural integrity to the casing.

30. A method of establishing a support footing in the ground comprising:
(a) providing a generally cylindrical hollow casing having opened top and bottom ends, an uppermost end section including said top end, a lowermost end section including said bottom end, said lowermost end section being smaller in diameter than said uppermost end section, and a radially tapering intermediate section joining said end sections, said casing section having a helically threaded outer sur- face between its ends sufficient to allow the casing to be threaded into the ground starting at its bottom end; and
(b) threading said casing into the ground starting with said bottom end such that the top opened end of the casing is positioned at or slightly above ground level.

31. A method according to Claim 30 whereby said casing is threaded into the ground by rotating it about its own axis from its top end, while at the same time, urging it downward into the ground and wherein said casing is vibrated about its axis of rotation as it is rotated and urged downward, whereby to aid in threading the latter into the ground.

32. A method according to Claim 30 including the step of injecting grout into the ground before threading the casing therein at the anticipated location of the casing whereby the grout facilitates in the threading and mixes with the soil surrounding the casing as the latter is threaded in place for adding structural integrity thereto.

33. A method according to Claim 30 wherein, because the lowermost end section of said casing is smaller in diameter than its uppermost end section, the soil level within said casing is below the ground level after the casing has been threaded in place, said method including the step of placing grout into said casing above said soil level whereby to add to the structural integrity of said casing.

34. A method of supporting a post, pole or other such object from the ground, said method comprising the steps of:
(a) providing a generally cylindrical hollow casing having opened top and bottom ends;
(b) threading said casing into the ground such that its top end is at or slightly above ground level; and
(c) fixedly connecting the bottom end section of said post, pole or other such object to the top end of said casing whereby to support the latter on the ground.

35. A method according to Claim 34 wherein said casing has an uppermost end section including said top end, a lowermost end section including said bottom end, said lowermost end section being smaller in diameter than said uppermost end section, and a radially tapering intermediate section join¬ ing said end sections, said casing also having a helically threaded outer surface between its ends sufficient to allow the casing to be threaded into the ground starting at its bottom end.

36. A method according to Claim 34 wherein said post, pole or other such object is connected to said casing by placing its lower end section within a top end section of said casing and placing grout within the top end section of said casing around the bottom end section of said post, pole or other such object.

37. A method according to Claim 34 wherein said post, pole or other such object is connected to said casing by pro¬ viding the top end of said casing with a flange, by pro¬ viding a sleeve which is opened at its top end and closed at its bottom end and which has its own flange connected at its bottom end, by connecting together said flanges by means of bolts and by placing the bottom end section of said post, pole or other such object into said sleeve.

38. A method according to Claim 34 wherein said post, pole or other such object is a utility pole intended to replace a removed utility pole, except for the stump of the latter which has been left in the ground such that its top end is approximately at ground level, said step of threading said casing into the ground including the step of positioning said casing around said stump as it is threaded into the ground.

39. The method of replacing one utility pole with another after the first utility pole has been removed from the ground, except for a lowermost stump left in the ground with its uppermost end at approximately ground level, said method comprising the steps of:
(a) providing a generally cylindrical hollow casing having opened top and bottom ends, an uppermost end section including said top end, a lowermost end section including said bottom end, said lowermost end section being smaller in diameter than said uppermost end section, and a radially tapering intermediate section joining said end sections, said casing having a helically threaded outer surface between its ends sufficient to allow the casing to be threaded into the ground starting at its bottom end; (b) providing means for rotating said casing about its own axis while, at the same time, urging the entire casing forward in the direction of its bottom end;
(c) fixedly connecting the top end of said casing to said rotating means and positioning the bottom end of said casing over and concentrically around the top end of said stump;
(d) with said casing in position over said stump, causing said rotating means to thread said casing into the ground around said stump such that the top end of said casing is located at or slightly above ground level while the soil within said casing is below ground level because the lowermost end section of the casing is smaller in diameter than its uppermost end section; whereby an upper end segment of said stump is exposed; (e) placing grout within said casing above said soil level and around the upper end segment of said stump whereby to add to the structural integrity of the casing; and
(f) fixedly connecting the lowermost end section of said replacement pole to the top end of said casing.

40. A method according to Claim 39 including the step of injecting grout into the ground before threading the casing therein at the anticipated location of the casing whereby the grout facilitates in the threading process and mixes with the soil surrounding the casing as the latter is threaded in place for adding structural integrity thereto.

41. A method according to Claim 40 wherein said grout is injected into the ground at spaced apart locations along a circle concentric with said stump, said circle having the same diameter as the bottom end of said casing.

42. An apparatus for placing a generally cylindrical member having top and bottom ends into the ground starting at its bottom end, said member having a helically threaded outer surface between its ends sufficient to allow its member to be threaded into the ground starting at its bottom end, said apparatus comprising: (a) means connected with the top end of said member for rotating the latter about its axis while urging it in the direction of its bottom end whereby to cause said member to move into the ground in a threaded fashion; and
(b) means cooperating with said rotating means for causing said member to vibrate about its axis of rotation as the member rotates whereby to aid in threading said member into the ground.

43. An apparatus according to Claim 42 wherein said ro¬ tating means includes a shaft disposed in axial alignment with said member above the top end of the latter and wherein said vibrating means includes a connecting arm fixedly connected at one end to said shaft and extending outwardly therefrom and normal thereto, said vibrating means also including a vibrating mechanism fixedly connected to the otherwise free end of said connecting arm, said vibrating mechanism being configured to vibrate said connecting arm about the axis of said shaft whereby to cause said shaft to vibrate about its own axis and therefore cause said member to vibrate about its axis.

44. An apparatus according to Claim 43 wherein said vi¬ brating mechanism includes a housing fixedly connected with said connecting arm, a vibrating motor disposed within said housing along with counterweight means, said counterweight means and vibrating motor cooperating with one another in order to impart said vibration of said connecting arm about the axis of said shaft.

45. An apparatus according to Claim 42 wherein said gen- erally cylindrical member is a hollow casing having opened top and bottom ends, an uppermost end section including said top end, a lowermost end section including said bottom end, said lowermost section being smaller in diameter than said uppermost end section, and a radially tapering intermediate section joining said end sections, said helically threaded outer surface extending between said open ends.

46. A method of threading a generally cylindrical member having a top end and a bottom end into the ground starting at the bottom end of said member, said method comprising the steps of:
(a) rotating said member about its own axis from the top end of the latter while its bottom end is positioned against the ground;
(b) while said member is rotating, urging it axially in the direction of its bottom end from its top end, whereby to cause said member to be threaded into the ground starting at its bottom end; and
(c) as said member is rotated and urged axially in the direction of its bottom end, vibrating said member about its axis whereby to aid in threading the latter into the ground.

47. A method according to Claim 46 wherein said member is rotated about its axis and urged axially in the direction of its bottom end by means of an apparatus having a rotating shaft connected to the top end of said member, said step of vibrating said member including the step of vibrating said shaft about its own axis in order to vibrate said member about its axis.

48. A method according to Claim 47 wherein said generally cylindrical member is a hollow casing having opened top and bottom ends, an uppermost end section including said top end, a lowermost end section including said bottom end, said lowermost end section being smaller in diameter than said uppermost end section, and a radially tapering intermediate section joining said end sections, said casing having a helically threaded outer surface between its end sufficient to allow the casing to be threaded into the ground starting at its bottom end.

49. An apparatus for injecting a grout slurry into the ground, comprising:
(a) an elongated barrel having inlet means for re¬ ceiving a certain amount of said grout slurry whereby to fill said barrel; (b) a nozzle located at the forwardmost end of said barrel and cooperating with the latter for passing slurry from the barrel to the ambient surroundings; and
(c) means located at the rearwardmost end of said barrel and cooperating with the latter and the slurry therein for discharging said grout slurry through said nozzle with sufficient force to cause the grout to pass through and fracture soil adjacent the nozzle, even compact clay soil.

50. An apparatus according to Claim 49 wherein said grout slurry is a mixture of cement and water.

51. An apparatus according to Claim 50 wherein said grout slurry is a mixture of epoxy resin and water.

52. A method of adding strength and stabilization to the soil at a particular inground location that might require strengthening and stabilizing, comprising the steps of:
(a) providing a specific grout composition which when placed in the soil adds strength and stabilization thereto; and
(b) injecting at least one batch of said grout compo¬ sition into the soil at said inground location with suffi¬ cient strength to cause the soil surrounding said batch to fracture as the batch passes therethrough, whereby the ultimate resting position of the batch can be controlled.

53. A method according to Claim 52 wherein said location is a hillside and wherein a plurality of said batches are injected into said hillside in the same manner as said one batch, at spaced apart locations, whereby to strengthen and stabilize said hillside.

54. A method according to Claim 52 wherein said location is a mining tailing and wherein a plurality of said batches are injected into said hillside in the same manner as said one batch, at spaced apart locations, whereby to strengthen and stabilize said mining tailing.

55. A method according to Claim 52 wherein said grout com¬ position is cement and whereas said cement is injected into the ground with a water carrier.

56. A method according to Claim 52 wherein said grout composition is epoxy resin and wherein said epoxy resin is injected into the ground with a water carrier.

AU24909/84A
1983-01-18
1984-01-16
Techniques for establishing inground support footings and forstrengthening and stabilizing the soil at inground locations

Ceased

AU560373B2
(en)

Applications Claiming Priority (2)

Application Number
Priority Date
Filing Date
Title

US458817

1983-01-18

US06/458,817

US4621950A
(en)

1983-01-18
1983-01-18
Techniques for establishing inground support footings and for strengthening and stabilizing the soil at inground locations

Publications (2)

Publication Number
Publication Date

AU2490984A

AU2490984A
(en)

1984-08-15

AU560373B2
true

AU560373B2
(en)

1987-04-02

Family
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Priority Date
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AU24909/84A
Ceased

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(en)

1983-01-18
1984-01-16
Techniques for establishing inground support footings and forstrengthening and stabilizing the soil at inground locations

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(1)

US4621950A
(en)

EP
(1)

EP0132274A4
(en)

AU
(1)

AU560373B2
(en)

CA
(1)

CA1222143A
(en)

MX
(1)

MX159557A
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2013-10-15
2015-04-16
Bi & S S P A

METHOD AND SYSTEM OF INCREASING THE CARRIER CAPACITY THROUGH TILTING SUPPORT BASE FOR TELECOMMUNICATIONS POLES

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2016-06-24
2017-10-03
Laminated Wood Systems, Inc.
Pole reinforcement

EP3848512B1
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2020-01-07
2023-08-16
BAUER Spezialtiefbau GmbH
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1970-08-24
1980-04-10
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1970-11-03
1973-02-27
S Clegg
Apparatus for rooted plant excavating

FR2223998A5
(en)

1973-03-28
1974-10-25
Contant Paul
Vibratory method for driving tubular posts – involves initially loosening ground by augering, esp. for stony ground

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(en)

1973-04-11
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Chisholm Douglas B
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1975-12-23
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Curt H Gloetzl
Foundation drill for fence posts – has hollow bit with outer helix screwed into ground and removed when post is positioned

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(en)

1980-08-04
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Colgate Stirling A
Method of pressurizing and stabilizing rock by periodic and repeated injections of a settable fluid of finite gel strength

1983

1983-01-18
US
US06/458,817
patent/US4621950A/en
not_active
Expired – Fee Related

1984

1984-01-16
WO
PCT/US1984/000043
patent/WO1984002939A1/en
not_active
Application Discontinuation

1984-01-16
EP
EP19840900683
patent/EP0132274A4/en
not_active
Withdrawn

1984-01-16
AU
AU24909/84A
patent/AU560373B2/en
not_active
Ceased

1984-01-17
MX
MX200054A
patent/MX159557A/en
unknown

1984-01-17
CA
CA000445456A
patent/CA1222143A/en
not_active
Expired

Also Published As

Publication number
Publication date

MX159557A
(en)

1989-07-04

US4621950A
(en)

1986-11-11

WO1984002939A1
(en)

1984-08-02

EP0132274A1
(en)

1985-01-30

CA1222143A
(en)

1987-05-26

EP0132274A4
(en)

1986-11-26

AU2490984A
(en)

1984-08-15

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