US3222842A - Method for installing cemented anchors - Google Patents

Method for installing cemented anchors Download PDF

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US3222842A
US3222842A US251576A US25157663A US3222842A US 3222842 A US3222842 A US 3222842A US 251576 A US251576 A US 251576A US 25157663 A US25157663 A US 25157663A US 3222842 A US3222842 A US 3222842A
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stake
tubular
tubular stake
ground level
head
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US251576A
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Vernon W Luedloff
Albert F Joneikis
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Harvey Aluminum Inc
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Harvey Aluminum Inc
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Priority to US509257A priority patent/US3343313A/en
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Priority to BE673704D priority patent/BE673704A/fr
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    • 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
    • E02D5/44—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile
    • E02D5/445—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile by application of pyrotechniques
    • 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
    • E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring 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
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E02D5/806—Ground anchors involving use of explosives

Definitions

  • This invention relates to a method of cementing anchors in the ground and is particularly concerned with an explosively expanded ground anchor that establishes a subterranean cave, or camouflet, which is filled with a material that sets so as to fix said anchor solidly with respect to the surrounding earth formation.
  • the anchoring and securement of the equipment in a fixed and safe condition is a requirement in many activities and enterprises.
  • the tie-down requirement for aircraft is many times a critical necessity, due to the relatively light weight of the aircraft and due to the high wind forces encountered when the aircraft is grounded.
  • the erection of buildings either permanent or temporary, requires tie-down in many situations.
  • anchors embedded in and beneath the ground are required, such as guy wire anchors used in the erection of poles or towers, and like structures.
  • a general object of this invention is to provide an anchor structure that is drive-able into working position where it is operable to expand and form a cave, or camouflet, which can be filled with a solidfying material in order to fix the said anchor with respect to the surrounding earth formation.
  • the said overlying cone of earth develops a holding power determined by the sum of the weight of earth contained within an overlying inverted cone thereof and of the cohesive resistance or shear strength of the said earth acting on the total peripheral surface area of the said same withdrawal cone.
  • FIGS. 1 through 5 are sequential views that show the progressive steps involved in the installation of the anchor of the present invention, FIG. 1 showing the first step of driving the stake-like anchor, FIG, 2 showing the second step of detonation and ignition of the explosive element of the anchor, FIG. 3 showing the third step or intermediate step of relocating the anchor, FIG. 4 showing the fourth step and cementing operation involved in setting the anchor, and FIG. 5 showing the final dispositon of parts and wherein the anchor is used to tie down equipment.
  • FIG. 6 is an enlarged detailed sectional view of the structure as it is used in FIG. 1 of the drawings above described.
  • FIG. 7 is an enlarged detailed sectional view of a portion of the structure as it is used in FIG. 5 of the drawings above described.
  • FIG. 8 is a sectional view taken as indicated by line %8 on FIG. 6.
  • the holding power of the anchor hereinafter disclosed is the sum of the weight of effective overlying earth, the earth in an overlying inverted cone, and of the shear strength or cohesive resistance of the surface area of said effective earth or cone thereof.
  • the anchor of the present invention has utility in all angular dispositions, providing there is sufficient lateral supporting earth formation 10. Also, the anchor can be embedded in the earth formation 10 at any desired depth.
  • I have shown a vertically disposed installation of the anchor and at an angle normal to the ground surface 11.
  • the method and apparatus involves, generally, the driving of a tubular body B into the ground, said body being provided with a sharpened earth piercing head H carrying an explosive charge that simultaneously destroys said head, opens the lower end of the body, and forms a cave or camouflet X.
  • the structure is preferably of round cross-section with the head H at the lower end and with replaceable means at the upper end in order to convert the structure from a driving stake into a fixed anchor with tie-down capabilities.
  • replaceable means at the upper end in order to convert the structure from a driving stake into a fixed anchor with tie-down capabilities.
  • the anchor involves the body B which is a tubular part of cylindrical form.
  • the body has inner and outer walls and 16, and it has top and bottom ends 17 and 18 in planes normal to a central axis.
  • the body is made, for example, of steel tubing having substantial wall thickness and is characterized by internal threads 19 or other coupling means at the upper end portion and by longitudinal striations 20 at the lower end portion.
  • the said striations are of substantial length and are a plurality in number, there being six striations as shown, and preferably cut into or suitably indented in the exterior wall 16.
  • the striations 20 are straight and they terminate in a common transverse plane whereby circumferentially spaced lines of weakening are established for the deformation or reforming of the body B as and when internal pressures are applied. However, columnar strength of the body B is maintained and not materially affected by the presence of said striations.
  • the head H is pressed into and/or suitably secured to the lower end portion of the body, and for the most part it occupies the body B within the portion thereof weakened by the striations 20.
  • the head H comprises an earth-piercing nose 21, an explosive charge 26, safety means 30 normally retained by a safety pin 31, and a firing means 40 operable when the safety means 30 is released.
  • the explosive charge 26 is significantly located at the lower end portion of the body B within the striations 20 and above the bottom end 18.
  • the head H is composed of a sectional body fabricated of several or more parts, the nose section 21 of which is hard metal shaped as shown.
  • the safety means 30 involves a fuze housing 34 with a transverse guideway 35 therethrough that slidably supports a slider block 32.
  • the fuze housing 34 is closed by a fuze block 33 which captures the slider block 32 in the guideway 35.
  • the slider block 32 carries a detonator cap 36 which is normally held positioned at the center axis of the structure by means of the retaining safety pin 31 which enters longitudinally through the fuze block 33 and through the slider block 32.
  • the safety pin 31 is a cotter which has its ends deflected below the slider block 32 and has its loop end exposed and joined to a lanyard 37 extending upwardly through the body B and adapted to be pulled at the exterior of the structure.
  • a firing pin 41 on its axis.
  • the said firing pin axis extends through the guideway 35 and aligns with an ignition port 38 entering into the charge 26.
  • the slider block 32 is shiftable to an armed position by a spring 39, whereby the detonating cap 36 aligns with the ignition port 38. Said armed position is permitted by pulling of the lanyard 37 thereby removing the safety pin 31 from the slider block 32. Having thus armed the head H, the firing pin 41 is operated by the continued pulling of the lanyard 37 and cocking of said pin 41 against a spring 42, and by withdrawal of a sear 43 from the fuze block 33.
  • the sear 43 and pin 41 are normally coupled for pulling by means of a slip joint that is released by withdraw of the sear from the confinement within an opening that slidably contains these two parts. Upon release of the biased firing pin 41 the detonating cap 36 is struck and the charge 26 is ignited thereby.
  • the driving cap C is provided in accordance with the first step of the method and is essentially a protective closure for the upper end 17 and which is suited to receive repeated hammer blows.
  • the cap C also protects the threads 19 which are used for later purposes and is preferably a sectional cap comprising a plug 45 threaded into the body B and a pad 46 overlying the plug.
  • the plug 45 is provided with an upwardly opening recess 47 that accommodates a length of lanyard 37 and an opening 48 in the plug passes the lanyard from within the tubular body B.
  • the pad per se is a disc that closes the recess 47, having a depending protective lip 49.
  • the stake S composed of the body B, head H and cap C hereinabove disclosed is placed in or driven into the earth and to a suitable depth as by hammering or the like, as shown in FIG. 1.
  • the lanyard 37 is pulled and the charge 26 ignited as hereinabove described. Having buried the head H surrounded by the weakened body portion, said weakened portion is deformed from its initially preformed condition by splitting and dividing into the radial fingers that reform into a spider 50, as shown in FIG. 2. The fingers of the spider 50 curve gently outward substantially as shown, due to a ripping action initiated at the lower end of the body B and progressing upwardly.
  • the pouring conduit D is in the nature of a shield 55 that telescopes over the body B.
  • the stake S Upon detonation and ignition of charge 26 the stake S is expanded at its lower end and a cave or camoufiet X is simultaneously formed. With this action, and in actual practice, the stake S is raised or lifted upwardly as shown in FIG. 2. Therefore, the cap C is removed and the shield 55 is telescoped onto the body B and the body is lowered or properly repositioned by manipulation, this being the third and intermediate step of the method. Further, it is to be understood that the intermediate step can be performed after the next and fourth step to be described.
  • the cave or camoufiet is filled via the tubular body B and through the shield 55 which prevents earth formation from tumbling into the same.
  • Any suitable solidifying fluid material can be employed for filling the cave or camoufiet X, and preferably a cement Y or the like which hardens rapidly around the spider 50.
  • the tie-down adapter E replaces the plug 45 and comprises a stud 60 threadedly engaged in the threads 19 so as to project axially from the body B.
  • a bushing 61 that adjustably receives the stud 60, and said stud can be secured to an object or equip ment Z as circumstances require, a typical securement being shown.
  • the original head H disintegrates upon ignition thereof and simultaneously opens the body B for passage of fluid or cement therethrough and into the cave or camoufiet which is simultaneously established and formed by explosion of said head. It is a simple matter to relocate and properly position the body B after the said detonation and ignition of the explosive charge, following which the tubular body conducts a solidfying fluid, a cement, to occupy the cave or camoufiet thus formed.
  • the holding power of such an installation can be readily determined through analysis of the particular earth formation involved taken in consideration with the effect of the overlying inverted cone of earth and of the cohesive resistance orshear strength thereof.
  • Method for establishing a subterranean anchor and ground level tie-down comprising the steps of driving an elongated metallic tubular stake below ground level, the tubular stake including a groundpiercing head at one end and a driving head at the opposite end with an explosive charge and detonating means located intermediate the ends of the tubular stake and confined in close proximity to the piercing head within a portion of the tubular stake which has been weakened with a pluraltiy of longitudinally extending wall surface demarcations, the piercing head and weakened portion of the tubular stake being driven a substantial distance below ground level, then detonating the explosive charge located within the driven tubular stake to expand the weakened portion of the tubular stake so that the plurality of stake wall sections between wall surface demarcations extend radially from the tub
  • Method for installing and securing a subterranean ground anchor comprising the steps of driving an elongated metallic tubular stake below ground level, the tubular stake including a groundpiercing head at one end and a driving head at the opposite end with an explosive charge and detonating means located intermediate the ends of the tubular stake and confined in close proximity to the piercing head within a weakened wall portion of the tubular stake, the piercing head and weakened wall portion of the tubular stake being driven a substantial distance below ground level, then detonating the explosive charge located within the driven tubular stake to expand the weakened wall portion of the tubular stake radially into a subsurface chamber formed by the explosion, with the explosion opening a passageway through the tubular stake and into the subsurface chamber,
  • Method for establishing a subterranean anchor and ground level tie-down comprising the steps of driving an elongated metallic tubular stake below ground level, the tubular stake including a groundpiercing head at one end and a driving head at the opposite end with an explosive charge and detonating means located intermediate the ends of the tubular stake and confined in close proximity to the piercing head within a weakened wall portion of the tubular stake, the piercing head and weakened wall portion of the tubular stake being driven a substantial distance below ground level, then detonating the explosive charge located within the driven tubular stake to expand the weakened wall portion of the tubular stake radially into a hollow subsurface chamber formed by the explosion and open a passageway through the tubular stake into the hollow subsurface chamber, then attaching a pouring conduit to the tubular stake to extend the length of the tubular stake a substantial distance above ground level,

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Description

Dec. 14, 1965 v. w. LUEDLOFF ETAL 3,
METHOD FOR INSTALLING CEMENTED ANCHORS Filed Jan. 15, 1963 2 Sheets-Sheet 1 fi- 2. .2 1 G. 3. FIG.
INVENTORS VERNON M 405040;;- AL8ER7' E. Ion/Elms M/f V W United States Patent 3,222,842 METHOD FOR INSTALLING CEMENTED ANQHURS Vernon W. Luedlofi, Torrance, and Albert F. .loneikis, Long Beach, Calif, assignors to Harvey Aluminum (incorporated), Torrance, Calif, a corporation of California Filed Jan. 15, 1963, fier. No. 251,576 3 Claims. (Cl. 52742) This invention relates to a method of cementing anchors in the ground and is particularly concerned with an explosively expanded ground anchor that establishes a subterranean cave, or camouflet, which is filled with a material that sets so as to fix said anchor solidly with respect to the surrounding earth formation.
The anchoring and securement of the equipment in a fixed and safe condition is a requirement in many activities and enterprises. For example, the tie-down requirement for aircraft is many times a critical necessity, due to the relatively light weight of the aircraft and due to the high wind forces encountered when the aircraft is grounded. Also, there are many mobile pieces of equipment which require securemen-t under certain circumstances, as for example various types of gun mounts and missile launchers. Further, the erection of buildings, either permanent or temporary, requires tie-down in many situations. Thus, it is apparent that there are many situations where anchors embedded in and beneath the ground are required, such as guy wire anchors used in the erection of poles or towers, and like structures.
A general object of this invention is to provide an anchor structure that is drive-able into working position where it is operable to expand and form a cave, or camouflet, which can be filled with a solidfying material in order to fix the said anchor with respect to the surrounding earth formation.
It is also a general object of this invention to provide a method by means of which an anchor is driven into and fixed with respect to the surrounding earth formation.
It is an object of the method and apparatus hereinafter disclosed to provide an anchor which can be driven, as a stake, this being the first step of the method employing an explosively operated anchor that is later fixed in position by means of solidifying material.
It is an object of the method and apparatus hereinafter disclosed to provide an anchor which is explosively operable when positioned by a previous driving step to engage the earth formation by expanding action and simultaneously forming a cave, or camouflet, this being the secstep of the method.
It is an object of the method and apparatus hereinafter disclosed to provide an anchor which can be properly positioned with respect to the earth formation following the said second explosive step, this being the third and/ or intermediate step of the method.
It is an object of the method and apparatus hereinafter disclosed to provide an anchor which can be cemented in a fixed positon relative to the earth formation, establishing a subterranean dead-man with an overlying cone of earth formation, this being the fourth step of the method. The said overlying cone of earth develops a holding power determined by the sum of the weight of earth contained within an overlying inverted cone thereof and of the cohesive resistance or shear strength of the said earth acting on the total peripheral surface area of the said same withdrawal cone.
It is an object of the method and apparatus hereinafter disclosed to provide an anchor which can be utilized to tie down surface equipment and structures by means of studs threaded or otherwise adjustably connected with ice a subterranean dead-man cemented in a cave or camouflet, this being the fifth step of the method.
It is also an object of this invention to provide an anchor structure wherein the body serves a multiplicity of functions, as a stake, as an explosive carrier, as an expanding spider, as a pouring conduit, and as a tie-down element.
It is still another object of this invention to provide an explosive head adapted to be driven into the ground as by hammering and then operated to create a subterranean cave or camouflet, and means to safety the same during the driving or said hammering.
The various objects and features of this invention will be fully understood from the following detailed description of the typical preferred forms and applications thereof, throughout which description reference is made to the accompanying drawings, in which:
FIGS. 1 through 5 are sequential views that show the progressive steps involved in the installation of the anchor of the present invention, FIG. 1 showing the first step of driving the stake-like anchor, FIG, 2 showing the second step of detonation and ignition of the explosive element of the anchor, FIG. 3 showing the third step or intermediate step of relocating the anchor, FIG. 4 showing the fourth step and cementing operation involved in setting the anchor, and FIG. 5 showing the final dispositon of parts and wherein the anchor is used to tie down equipment.
FIG. 6 is an enlarged detailed sectional view of the structure as it is used in FIG. 1 of the drawings above described.
FIG. 7 is an enlarged detailed sectional view of a portion of the structure as it is used in FIG. 5 of the drawings above described.
FIG. 8 is a sectional view taken as indicated by line %8 on FIG. 6.
It is well known that different earth formations possess different densities and different cohesive properties and weights and strengths. Therefore, experience and factual information can be used in order to determine exactly the holding power of a given anchor design beneath or within a certain body of earth formation. As expressed in the one foregoing objective, the holding power of the anchor hereinafter disclosed is the sum of the weight of effective overlying earth, the earth in an overlying inverted cone, and of the shear strength or cohesive resistance of the surface area of said effective earth or cone thereof. Thus, it is apparent that an exacting science is involved in determining said holding power, taking into account different types of earth and how they affect variations as for example in the overlying cone angle, etc.
The anchor of the present invention has utility in all angular dispositions, providing there is sufficient lateral supporting earth formation 10. Also, the anchor can be embedded in the earth formation 10 at any desired depth. In the drawings I have shown a vertically disposed installation of the anchor and at an angle normal to the ground surface 11. In accordance with the invention the method and apparatus involves, generally, the driving of a tubular body B into the ground, said body being provided with a sharpened earth piercing head H carrying an explosive charge that simultaneously destroys said head, opens the lower end of the body, and forms a cave or camouflet X. The structure is preferably of round cross-section with the head H at the lower end and with replaceable means at the upper end in order to convert the structure from a driving stake into a fixed anchor with tie-down capabilities. In carrying out the method and in making a suitable anchor structure there are three basic functions and related means provided for at the top end of the structure, a
driving cap C, a pouring conduit D, and a tie-down adapter E. These means C, D and E are structural parts utilized separately in carrying out the method of installation, and the head H above referred to is destroyed in the process.
Primarily, the anchor involves the body B which is a tubular part of cylindrical form. Thus, the body has inner and outer walls and 16, and it has top and bottom ends 17 and 18 in planes normal to a central axis. The body is made, for example, of steel tubing having substantial wall thickness and is characterized by internal threads 19 or other coupling means at the upper end portion and by longitudinal striations 20 at the lower end portion. The said striations are of substantial length and are a plurality in number, there being six striations as shown, and preferably cut into or suitably indented in the exterior wall 16. The striations 20 are straight and they terminate in a common transverse plane whereby circumferentially spaced lines of weakening are established for the deformation or reforming of the body B as and when internal pressures are applied. However, columnar strength of the body B is maintained and not materially affected by the presence of said striations.
The head H is pressed into and/or suitably secured to the lower end portion of the body, and for the most part it occupies the body B within the portion thereof weakened by the striations 20. The head H comprises an earth-piercing nose 21, an explosive charge 26, safety means 30 normally retained by a safety pin 31, and a firing means 40 operable when the safety means 30 is released. The explosive charge 26 is significantly located at the lower end portion of the body B within the striations 20 and above the bottom end 18.
The head H is composed of a sectional body fabricated of several or more parts, the nose section 21 of which is hard metal shaped as shown. The safety means 30 involves a fuze housing 34 with a transverse guideway 35 therethrough that slidably supports a slider block 32. The fuze housing 34 is closed by a fuze block 33 which captures the slider block 32 in the guideway 35. The slider block 32 carries a detonator cap 36 which is normally held positioned at the center axis of the structure by means of the retaining safety pin 31 which enters longitudinally through the fuze block 33 and through the slider block 32. The safety pin 31 is a cotter which has its ends deflected below the slider block 32 and has its loop end exposed and joined to a lanyard 37 extending upwardly through the body B and adapted to be pulled at the exterior of the structure.
Laterally of the central axis and parallel thereto there is a firing pin 41 on its axis. The said firing pin axis extends through the guideway 35 and aligns with an ignition port 38 entering into the charge 26. As is indicated, the slider block 32 is shiftable to an armed position by a spring 39, whereby the detonating cap 36 aligns with the ignition port 38. Said armed position is permitted by pulling of the lanyard 37 thereby removing the safety pin 31 from the slider block 32. Having thus armed the head H, the firing pin 41 is operated by the continued pulling of the lanyard 37 and cocking of said pin 41 against a spring 42, and by withdrawal of a sear 43 from the fuze block 33. The sear 43 and pin 41 are normally coupled for pulling by means of a slip joint that is released by withdraw of the sear from the confinement within an opening that slidably contains these two parts. Upon release of the biased firing pin 41 the detonating cap 36 is struck and the charge 26 is ignited thereby.
The driving cap C is provided in accordance with the first step of the method and is essentially a protective closure for the upper end 17 and which is suited to receive repeated hammer blows. The cap C also protects the threads 19 which are used for later purposes and is preferably a sectional cap comprising a plug 45 threaded into the body B and a pad 46 overlying the plug. The plug 45 is provided with an upwardly opening recess 47 that accommodates a length of lanyard 37 and an opening 48 in the plug passes the lanyard from within the tubular body B. The pad per se is a disc that closes the recess 47, having a depending protective lip 49.
In accordance with the first step of the method the stake S composed of the body B, head H and cap C hereinabove disclosed is placed in or driven into the earth and to a suitable depth as by hammering or the like, as shown in FIG. 1.
In accordance with the second step of the method the lanyard 37 is pulled and the charge 26 ignited as hereinabove described. Having buried the head H surrounded by the weakened body portion, said weakened portion is deformed from its initially preformed condition by splitting and dividing into the radial fingers that reform into a spider 50, as shown in FIG. 2. The fingers of the spider 50 curve gently outward substantially as shown, due to a ripping action initiated at the lower end of the body B and progressing upwardly.
The pouring conduit D is in the nature of a shield 55 that telescopes over the body B. Upon detonation and ignition of charge 26 the stake S is expanded at its lower end and a cave or camoufiet X is simultaneously formed. With this action, and in actual practice, the stake S is raised or lifted upwardly as shown in FIG. 2. Therefore, the cap C is removed and the shield 55 is telescoped onto the body B and the body is lowered or properly repositioned by manipulation, this being the third and intermediate step of the method. Further, it is to be understood that the intermediate step can be performed after the next and fourth step to be described.
In accordance with the fourth step of the method the cave or camoufiet is filled via the tubular body B and through the shield 55 which prevents earth formation from tumbling into the same. Any suitable solidifying fluid material can be employed for filling the cave or camoufiet X, and preferably a cement Y or the like which hardens rapidly around the spider 50.
The tie-down adapter E replaces the plug 45 and comprises a stud 60 threadedly engaged in the threads 19 so as to project axially from the body B. In practice there is a bushing 61 that adjustably receives the stud 60, and said stud can be secured to an object or equip ment Z as circumstances require, a typical securement being shown. From the foregoing it will be apparent that the steps hereinabove described together with this last and fifth step result in an anchor installation characterized by an enlarged dead-man that is buried in the earth formation substantially below the surface 11 thereof. A characteristic feature of the method and apparatus herein disclosed is the retention of one body part which serves the many purposes involved in the five steps enumerated and described. The original head H disintegrates upon ignition thereof and simultaneously opens the body B for passage of fluid or cement therethrough and into the cave or camoufiet which is simultaneously established and formed by explosion of said head. It is a simple matter to relocate and properly position the body B after the said detonation and ignition of the explosive charge, following which the tubular body conducts a solidfying fluid, a cement, to occupy the cave or camoufiet thus formed. As pointed out at the outset of this specification the holding power of such an installation can be readily determined through analysis of the particular earth formation involved taken in consideration with the effect of the overlying inverted cone of earth and of the cohesive resistance orshear strength thereof.
Having described only a typical preferred form and application of our invention, we do not wish to be limited or restricted to the specific details herein set fO th, t h to reserve to ourselves any modifications Having described our invention, we claim: 1. Method for establishing a subterranean anchor and ground level tie-down comprising the steps of driving an elongated metallic tubular stake below ground level, the tubular stake including a groundpiercing head at one end and a driving head at the opposite end with an explosive charge and detonating means located intermediate the ends of the tubular stake and confined in close proximity to the piercing head within a portion of the tubular stake which has been weakened with a pluraltiy of longitudinally extending wall surface demarcations, the piercing head and weakened portion of the tubular stake being driven a substantial distance below ground level, then detonating the explosive charge located within the driven tubular stake to expand the weakened portion of the tubular stake so that the plurality of stake wall sections between wall surface demarcations extend radially from the tubular stake in angled relationship to the longitudinal axis of the tubular stake into a hollow subsurface chamber formed by the explosion, the piercing head being separated from the tubular stake opening a passageway at that end of the tubular stake,
moving the radially extended sections of the tubular stake downwardly into the hollow subsurface chamber formed by the explosion,
delivering a semi-fluid, settable material through the tubular body into the hollow subsurface chamber in surrounding and covering relationship to the radially extended sections of the tubular stake, and
securing tie-down means to the tubular stake contiguous with ground level.
2. Method for installing and securing a subterranean ground anchor comprising the steps of driving an elongated metallic tubular stake below ground level, the tubular stake including a groundpiercing head at one end and a driving head at the opposite end with an explosive charge and detonating means located intermediate the ends of the tubular stake and confined in close proximity to the piercing head within a weakened wall portion of the tubular stake, the piercing head and weakened wall portion of the tubular stake being driven a substantial distance below ground level, then detonating the explosive charge located within the driven tubular stake to expand the weakened wall portion of the tubular stake radially into a subsurface chamber formed by the explosion, with the explosion opening a passageway through the tubular stake and into the subsurface chamber,
attaching a longitudinally extended, tubular pouring conduit to the tubular stake to extend the length of the tubular stake a substantial distance above ground level, then moving the tubular stake downwardly to dispose the opposite end of the tubular stake, as extended by the pouring conduit, contiguous Wtih ground level, and
delivering a semi-fluid, settable material through the tubular body into the hollow subsurface chamber in surrounding and covering relationship to the expanded portion of the tubular stake within the subsurface chamber.
3. Method for establishing a subterranean anchor and ground level tie-down comprising the steps of driving an elongated metallic tubular stake below ground level, the tubular stake including a groundpiercing head at one end and a driving head at the opposite end with an explosive charge and detonating means located intermediate the ends of the tubular stake and confined in close proximity to the piercing head within a weakened wall portion of the tubular stake, the piercing head and weakened wall portion of the tubular stake being driven a substantial distance below ground level, then detonating the explosive charge located within the driven tubular stake to expand the weakened wall portion of the tubular stake radially into a hollow subsurface chamber formed by the explosion and open a passageway through the tubular stake into the hollow subsurface chamber, then attaching a pouring conduit to the tubular stake to extend the length of the tubular stake a substantial distance above ground level,
moving the expanded portion of the tubular stake downwardly within the hollow subsurface chamber formed by the explosion,
delivering a semi-fluid, settable material through the tubular body into the hollow subsurface chamber in surrounding and covering relationship to the expanded portion of the tubular stake, and then securing tie-down means to the metallic tubular stake contiguous with ground level.
References Cited by the Examiner UNITED STATES PATENTS 1,106,606 8/1914 Wilhelmi 6l-53.54 1,249,200 12/1917 Rivinoja 182--92 1,273,890 7/1918 Loseth 182-92 1,449,236 3/1923 Malone 6153.54 1,461,451 7/ 1923 Powell 61-53.54 1,746,848 2/1930 Bates 6153.6 XR 2,269,646 1/1942 Burke 189-92 X 3,115,226 12/ 1963 Thompson 18992 HARRISON R. MOSELEY, Primary Examiner.

Claims (1)

1. METHOD FOR ESTABLISHING A SUBTERRANEAN ANCHOR AND GROUND LEVEL TIE-DOWN COMPRISING THE STEPS OF DRIVING AN ELONGATED METALLIC TUBULAR STAKE BELOW GROUND LEVEL, THE TUBULAR STAKE INCLUDING A GROUNDPIERCING HEAD AT ONE END AND A DRIVING HEAT AT THE OPPOSITE END WITH AN EXPLOSIVE CHARGE AND DETONATING MEANS LOCATED INTERMEDIATE THE ENDS OF THE TUBULAR STAKE AND CONFINED IN CLOSE PROXIMITY TO THE PIERCING HEAD WITHIN A PORTION OF THE TUBULAR STAKE WHICH HAS BEEN WEAKENED WITH A PLURALITY OF LONGITUDINALLY EXTENDING WALL SURFACE DEMARCATIONS, THE PIERCING HEAD AND WEAKENED PORTION OF THE TUBULAR STAKE BEING DRIVEN A SUBSTANTIAL DISTANCE BELOW GROUND LEVEL, THEN DETONATING THE EXPLOSIVE CHARGE LOCATED WITHIN THE DRIVEN TUBULAR STAKE TO EXPAND THE WEAKENED PORTION OF THE TUBULAR STAKE SO THAT THE PLURALITY OF STAKE WALL SECTIONS BETWEEN WALL SURFACE DEMARCATIONS EXTEND RADIALLY FROM THE TUBULAR STAKE IN ANGLED RELATIONSHIP TO THE LONGITUDINAL AXIS OF THE TUBULAR STAKE INTO A HOLLOW SUBSURFACE CHAMBER FORMED BY THE EXPLOSION, THE PIERCING HEAD BEING SEPARATED FROM THE TUBULAR STAKE OPENING A PASSAGEWAY AT THAT END OF THE TUBULAR STAKE, MOVING THE RADIALLY EXTENDED SECTIONS OF THE TUBULAR STAKE DOWNWARDLY INTO THE HOLLOW SUBSURFACE CHAMBER FORMED BY THE EXPLOSION, DELIVERING A SEMI-FLUID, SETTABLE MATERIAL THROUGH THE TUBULAR BODY INTO THE HOLLOW SUBSURFACE CHAMBER IN SURROUNDING AND COVERING RELATIONSHIP TO THE RADIALLY EXTENDED SECTIONS OF THE TUBULAR STAKE, AND SECURING TIE-DOWN MEANS TO THE TUBULAR STAKE CONTIGUOUS WITH GROUND LEVEL.
US251576A 1963-01-15 1963-01-15 Method for installing cemented anchors Expired - Lifetime US3222842A (en)

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US509257A US3343313A (en) 1963-01-15 1965-11-03 Apparatus for installing cemented anchors
BE673704D BE673704A (en) 1963-01-15 1965-12-14

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Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3305985A (en) * 1965-07-20 1967-02-28 Hollie T Dean Fence post with driving and anchoring means
US3399646A (en) * 1967-08-14 1968-09-03 Pan American Petroleum Corp Submarine anchor assembly
US3432977A (en) * 1967-03-08 1969-03-18 Us Navy Application of shaped charge to earth anchor
US3517469A (en) * 1968-09-27 1970-06-30 Jet Research Center Camouflet device
US3525187A (en) * 1968-11-05 1970-08-25 Pan American Petroleum Corp Explosively driven submarine anchor
US3526069A (en) * 1968-09-09 1970-09-01 Robert F Deike Anchoring device
FR2447424A1 (en) * 1979-01-26 1980-08-22 Travocean Sarl St Peg for anchoring cables to sea bed - uses explosive charges to drive it into bed, and splay out head for additional anchorage
EP0039654A2 (en) * 1980-05-05 1981-11-11 TRAVOCEAN Société à Responsabilité Limitée dite Pyrotechnic device for anchoring piles or similar objects in the soil
US4637757A (en) * 1984-10-12 1987-01-20 Chevron Research Company Barbed anchor pile
US4843785A (en) * 1986-06-26 1989-07-04 Secure Anchoring & Foundation Equipment, Inc. Anchoring and foundation support apparatus and method
US4882891A (en) * 1986-06-26 1989-11-28 S.A.F.E. Anchoring and foundation support apparatus having moment resisting vanes and method
FR2636084A1 (en) * 1988-09-08 1990-03-09 Screg Routes & Travaux Method of anchoring an attachment stake in the ground particularly for an inflatable structure.
US5295763A (en) * 1992-06-30 1994-03-22 Chambers Development Co., Inc. Method for controlling gas migration from a landfill
US5494378A (en) * 1994-07-05 1996-02-27 Hanson; Larry K. Piling apparatus
US5622015A (en) * 1995-04-12 1997-04-22 Collins; James S. Method and apparatus for consolidating earth and anchor setting device
US5816747A (en) * 1996-05-01 1998-10-06 The Ensign-Bickford Company Device for cutting a large diameter pipe and initiation manifold therefor
US20040016200A1 (en) * 2002-07-24 2004-01-29 Fyfe Co., Llc. Anchor and method for reinforcing a structure
US7621098B2 (en) 2001-11-20 2009-11-24 Mfpf, Inc. Segmented foundation installation apparatus and method
US7980033B1 (en) * 2002-07-24 2011-07-19 Fyfe Co. Llc System and method for increasing the shear strength of a structure
US20120153080A1 (en) * 2010-12-20 2012-06-21 Airbus Operations Gmbh Adapter and method for installing monuments
US8511043B2 (en) 2002-07-24 2013-08-20 Fyfe Co., Llc System and method of reinforcing shaped columns
EP3042998A1 (en) * 2014-12-04 2016-07-13 Gebr. Strab GmbH + Co. Method for introducing a soil foundation and soil foundation which is produced by said method

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US1106606A (en) * 1912-12-30 1914-08-11 Int Siegwartbalkengesellschaft Process of making firm foundations in the ground for piles, tubed shafts, and the like.
US1249200A (en) * 1916-04-21 1917-12-04 August Fri Fence-anchor.
US1273890A (en) * 1916-05-13 1918-07-30 Christopher Loseth Drive-anchor.
US1449236A (en) * 1922-09-21 1923-03-20 Adolph W Malone Method of providing anchorages
US1461451A (en) * 1921-06-07 1923-07-10 Ignatius V Mcglone Method of making concrete piles
US1746848A (en) * 1928-08-23 1930-02-11 Walter Bates Steel Corp Earth anchor
US2269646A (en) * 1940-07-11 1942-01-13 John W Greene Ground anchor
US3115226A (en) * 1960-03-31 1963-12-24 Jr Jesse C Thompson Anchor apparatus

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1106606A (en) * 1912-12-30 1914-08-11 Int Siegwartbalkengesellschaft Process of making firm foundations in the ground for piles, tubed shafts, and the like.
US1249200A (en) * 1916-04-21 1917-12-04 August Fri Fence-anchor.
US1273890A (en) * 1916-05-13 1918-07-30 Christopher Loseth Drive-anchor.
US1461451A (en) * 1921-06-07 1923-07-10 Ignatius V Mcglone Method of making concrete piles
US1449236A (en) * 1922-09-21 1923-03-20 Adolph W Malone Method of providing anchorages
US1746848A (en) * 1928-08-23 1930-02-11 Walter Bates Steel Corp Earth anchor
US2269646A (en) * 1940-07-11 1942-01-13 John W Greene Ground anchor
US3115226A (en) * 1960-03-31 1963-12-24 Jr Jesse C Thompson Anchor apparatus

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3305985A (en) * 1965-07-20 1967-02-28 Hollie T Dean Fence post with driving and anchoring means
US3432977A (en) * 1967-03-08 1969-03-18 Us Navy Application of shaped charge to earth anchor
US3399646A (en) * 1967-08-14 1968-09-03 Pan American Petroleum Corp Submarine anchor assembly
US3526069A (en) * 1968-09-09 1970-09-01 Robert F Deike Anchoring device
US3517469A (en) * 1968-09-27 1970-06-30 Jet Research Center Camouflet device
US3525187A (en) * 1968-11-05 1970-08-25 Pan American Petroleum Corp Explosively driven submarine anchor
FR2447424A1 (en) * 1979-01-26 1980-08-22 Travocean Sarl St Peg for anchoring cables to sea bed - uses explosive charges to drive it into bed, and splay out head for additional anchorage
EP0039654A2 (en) * 1980-05-05 1981-11-11 TRAVOCEAN Société à Responsabilité Limitée dite Pyrotechnic device for anchoring piles or similar objects in the soil
EP0039654A3 (en) * 1980-05-05 1982-06-16 Travocean Societe A Responsabilite Limitee Dite Pyrotechnic device for anchoring piles or similar objects in the soil
US4637757A (en) * 1984-10-12 1987-01-20 Chevron Research Company Barbed anchor pile
US4843785A (en) * 1986-06-26 1989-07-04 Secure Anchoring & Foundation Equipment, Inc. Anchoring and foundation support apparatus and method
US4882891A (en) * 1986-06-26 1989-11-28 S.A.F.E. Anchoring and foundation support apparatus having moment resisting vanes and method
FR2636084A1 (en) * 1988-09-08 1990-03-09 Screg Routes & Travaux Method of anchoring an attachment stake in the ground particularly for an inflatable structure.
US5295763A (en) * 1992-06-30 1994-03-22 Chambers Development Co., Inc. Method for controlling gas migration from a landfill
US5494378A (en) * 1994-07-05 1996-02-27 Hanson; Larry K. Piling apparatus
US5622015A (en) * 1995-04-12 1997-04-22 Collins; James S. Method and apparatus for consolidating earth and anchor setting device
US5797704A (en) * 1995-04-12 1998-08-25 Collins; James S. Pier foundation and method of installation
US5816747A (en) * 1996-05-01 1998-10-06 The Ensign-Bickford Company Device for cutting a large diameter pipe and initiation manifold therefor
US7621098B2 (en) 2001-11-20 2009-11-24 Mfpf, Inc. Segmented foundation installation apparatus and method
US20040016200A1 (en) * 2002-07-24 2004-01-29 Fyfe Co., Llc. Anchor and method for reinforcing a structure
US7207149B2 (en) * 2002-07-24 2007-04-24 Fyfe Edward R Anchor and method for reinforcing a structure
US7980033B1 (en) * 2002-07-24 2011-07-19 Fyfe Co. Llc System and method for increasing the shear strength of a structure
US8511043B2 (en) 2002-07-24 2013-08-20 Fyfe Co., Llc System and method of reinforcing shaped columns
US20120153080A1 (en) * 2010-12-20 2012-06-21 Airbus Operations Gmbh Adapter and method for installing monuments
EP3042998A1 (en) * 2014-12-04 2016-07-13 Gebr. Strab GmbH + Co. Method for introducing a soil foundation and soil foundation which is produced by said method

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