WO2012134263A1 - Earth anchor - Google Patents

Earth anchor Download PDF

Info

Publication number
WO2012134263A1
WO2012134263A1 PCT/MY2012/000065 MY2012000065W WO2012134263A1 WO 2012134263 A1 WO2012134263 A1 WO 2012134263A1 MY 2012000065 W MY2012000065 W MY 2012000065W WO 2012134263 A1 WO2012134263 A1 WO 2012134263A1
Authority
WO
WIPO (PCT)
Prior art keywords
earth anchor
wings
horizontal
lugs
spaced apart
Prior art date
Application number
PCT/MY2012/000065
Other languages
French (fr)
Other versions
WO2012134263A8 (en
Inventor
Wai Ming Ang
Original Assignee
Wai Ming Ang
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.)
Filing date
Publication date
Application filed by Wai Ming Ang filed Critical Wai Ming Ang
Priority to AU2012233787A priority Critical patent/AU2012233787B2/en
Priority to CN201280014901.5A priority patent/CN103620121B/en
Publication of WO2012134263A1 publication Critical patent/WO2012134263A1/en
Publication of WO2012134263A8 publication Critical patent/WO2012134263A8/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/803Ground anchors with pivotable anchoring members

Definitions

  • Earth anchor for slope stabilization, anchorage or similar works has been in used for quite a while with said earth anchor usually made of metal and attached to a rod or cable and driven into the ground, usually a slope, up to a prescribed depth from the surface.
  • the earth anchor typically comprises a body and a wing that is pivoted to said body and with said wing able to extend outwardly to an angle when said earth anchor is progressively withdrawn.
  • the extended wing provides for a frustum cone for supporting an applied load for slope stabilization, anchorage or similar works.
  • Most of the existing earth anchors have provision for one pivotal wing only.
  • the weight of the soil within the frustum cone together with the shear forces at the peripheral of said frustum cone define the force that can be provided by the earth anchor.
  • the size and the shape of the frustum cone are largely depended on the projected area of the extended wing of the earth anchor.
  • the force that can be supported by the earth anchor is also largely depended on the projected area of the extended wing of the earth anchor.
  • the size and profile of the wing, hence its extended projected area, of an existing earth anchor is limited by it not being too large in size as to affect its handling and its positioning to the desired depth.
  • An earth anchor that is compact in design and having a plurality of pivotal wings to provide for a large projected area by said wings to provide for large frustum cone is hence desirable.
  • An earth anchor with this design will be able to support a higher applied load for a certain depth or be able to support a desired applied load at a lower depth.
  • An earth anchor use for slope stabilization, anchorage and similar works of the present invention comprises a body, a guider detachably connected to the lower end of said body and a plurality of wings pivotally hinged and secured to the peripheral of said body by attachment means.
  • the body comprises a externally threaded spigot at its lower end, an intermediate body above said spigot, a plurality of radial extensions that extend outwardly from the peripheral of said intermediate body, an upper body locating above said intermediate body and a coupling means towards the top of said slopping upper body for coupling to an end of an extension rod, cable or for coupling another unit of the earth anchor onto it.
  • On each radial extension is a horizontally positioned through hole and in between adjacent said radial extensions are limit stoppers.
  • the guider comprises an inverted cone locating at the lower end, a main body extending upward from the base of said cone and an internally threaded section extending downwards from the top face of said main body.
  • the threads of the internally threaded section are able to engage cooperatively with the external threads on the spigot and in doing so detachable connects the guider onto the body of the earth anchor.
  • Each wing comprises a pair of spaced apart lugs towards its lower end with each lug having a horizontal through hole and with the horizontal through holes on said pair of lugs substantially co-axial and a vane extending upwardly from said pair of lugs and with the upper section of said vane ending with a pointed tip.
  • a plurality of wedges are optionally on the external surface of each vane.
  • the upper section of the vane ends with a horizontal edge and on the internal surface of said vane is a plurality of steps that staggered towards and meeting said horizontal edge.
  • Each wing is pivotal hinged and attached to the body of the earth anchor.
  • the earth anchor comprises three wings hinged to similar number of radial extensions present on the body with each said wing attached and hinged to a said radial extension at the pair of spaced apart lugs with the outer section of said radial extension positioned in between said spaced apart lugs and with the horizontal through hole on said radial extension positioned coaxial with the horizontal through holes on said spaced apart lugs.
  • a pin is cooperatively fitted and securely positioned, with a locking means, at the horizontal through holes on the spaced apart lugs and the horizontal through hole on the radial extension to secure the wing to said radial extension.
  • Towards the top of the body is a segmented flange and an internally threaded cylindrical cavity.
  • the internal threads of the cylindrical cavity are able to engage cooperatively with the external threads at the end of an extension rod.
  • the internal threads of the cylindrical cavity are also able to engage cooperatively with the external threads on the spigot whereby two units of earth anchors are interlocked together in situation where additional anchorage is needed.
  • the segmented flange is for detachable connection to an earth anchor driver.
  • Fig. 1 shows the isometric view of the earth anchor with its wings in the extended position.
  • Fig. 1 A shows the isometric view of the earth anchor with its wings in the closed position.
  • Fig. IB shows the exploded view of the earth anchor of the present invention.
  • Fig. 2 shows the isometric view of the body of the earth anchor.
  • Fig. 2A shows the front view of the body of the earth anchor.
  • Fig. 2B shows the top view of the body of the earth anchor.
  • Fig. 3 shows the isometric view of a wing of the earth anchor.
  • Fig. 3 A shows the front view of a wing of the earth anchor.
  • Fig. 3B shows the side view of the wing of the earth anchor.
  • Fig. 4 shows the isometric view whereby two units of the earth anchors are interlocked together.
  • Fig. 4A shows the front view whereby two units of earth anchor interlocked together.
  • Fig. 4B shows the top view whereby two units of earth anchor interlocked together.
  • Fig. 5 shows the side view of the second embodiment of the wing of the earth anchor.
  • Fig. 5 A shows the second embodiment of the wing of the earth anchor viewed from direction 'X' of Fig. 5.
  • Fig. 5B shows the second embodiment of the wing of the earth anchor viewed from direction 'Y' of Fig. 5.
  • An earth anchor (1) use for slope stabilization, anchorage and similar works as shown in Fig. 1, Fig. 1A and Fig. IB, comprises a body (10), a guider (30) detachably connected to the lower end of said body (10) and a plurality of wings (40), pivotally hinged and secured to the peripheral of said body (10) by attachment means.
  • said body (10) comprises a spigot (1 1) at its lower end, an intermediate body (15) locating above said spigot (11), a plurality of radial extensions (12) that are symmetrically spaced angularly about the vertical axis of said body (10) and extend outwardly from the peripheral of said intermediate body (10) and with each said radial extension (12) having a horizontally positioned through hole (13), limit stoppers (14) in between adjacent said radial extensions (12), an upper body (16) locating above said intermediate body (15), a coupling means towards the top of said upper body (16) for coupling to an end of an extension rod, cable (via an eye bolt or similar) or interlocking onto said body (10) of the existing earth anchor (1) another unit of a similar earth anchor (1) and a coupling means for detachably connecting a earth anchor driver to the earth anchor (1).
  • the spigot (1 1) has a set of external threads that act as part of a means for detachable connection of the guider (30) to the body (10) of the earth anchor (1).
  • Towards the top of the body (10) is a segmented flange (17) and an internally threaded cylindrical cavity (19) having its axis substantially coaxial with the vertical axis of the body (10) as shown in Fig. 2 A and Fig. 2B.
  • the internal threads of the cylindrical cavity (19) interact cooperatively with the external threads at the end of an extension rod, a cable (via a eye bolt or similar) or to interlock cooperatively with the external threads on the spigot (11) whereby two units of earth anchors (1) can be interlocked together) form part of the coupling means to engage, as shown in Fig. 4 and Fig. 4 A, in situation where additional anchorage is needed for a single setup.
  • the guider (30) of the upper positioned earth anchor (1) is not required and is removed to expose the external threads on the spigot (11) for interlocking onto the internal threads of the cylindrical cavity (19) of the lower positioned earth anchor (1).
  • the segmented flange (17) forms the coupling means for detachably connecting an earth anchor driver (not shown) onto the earth anchor (1) with said earth anchor driver use for injecting said earth anchor (1) down the drilled passageway and beyond.
  • the earth anchor driver is subsequently detached from the earth anchor (1) and removed once said earth anchor (1) is satisfactorily positioned and settled in the passageway.
  • the guider (30) of the earth anchor (1) as shown in Fig. IB, comprises an inverted cone (31) locating at the lower end, a main body (32) extending upward from the base of said cone (31) and a internally threaded section (34) extending downwards from the top face of said main body (32).
  • the threads of the internally threaded section (34) are able to engage cooperatively with the external threads on the spigot (11) and in doing so detachable connects the guider (30) onto the body (10) of the earth anchor (1).
  • Each wing (40) of the plurality of wings (40) of the earth anchor (1) comprises a pair of spaced apart lugs (41) towards its lower end with each lug (41) having a horizontal through hole (42) and with the horizontal through holes (42) on said pair of lugs (41) being substantially co-axial and a vane (43) extending upwardly from said pair of lugs (41) and with the upper section of said vane (43) ending with a pointed tip (45) as shown in Fig. 3, Fig. 3 A and Fig. 3B.
  • the lugs (41) and the vane (43) form an integral unit.
  • a plurality of wedges (44) is optionally on the external surface of each vane (43) as shown in Fig. 3A and Fig. 3B.
  • Each wing (40) is pivotal hinged and attached to the body (10) of the earth anchor (1) at a radial extension (12) of said body (10) as shall be explained later.
  • said wing (40a) comprises a pair of spaced apart lugs (41) towards its lower end with each lug (41) having a horizontal through hole (42) and with the horizontal through holes (42) on said pair of lugs (41) being substantially co-axial and a vane (43a) extending upwardly from said pair of lugs (41) and with the upper section of said vane (43a) ending with a horizontal edge (45a) and with said the lugs (41) and said vane (43a) form an integral unit.
  • each wing (40a) is pivotal hinged and attached to the body (10) of the earth anchor (1) at a radial extension (12) of said body (10) in a manner substantially similar to that of wing (40).
  • said earth anchor (1) comprises three wings (40, 40a) that are spaced apart and pivotally hinged to a similar number of radial extensions (12) present on the body (10).
  • Each wing (40, 40a) is attached and pivotally hinged to a radial extension (12) at the pair of spaced apart lugs (41) with the outer section of said radial extension (12) positioned in between said spaced apart lugs (41) and with the horizontal through hole (13) on said radial extension (12) positioned coaxial with the horizontal through holes (42) on said spaced apart lugs (41).
  • a pin (2) with an enlarged head at one end and a groove towards the other end, is cooperatively fitted and positioned at the horizontal through holes (42) on the spaced apart lugs (41) and the horizontal through hole (13) on the radial extension (12) to secure the wing (40, 40a) to said radial extension (12).
  • a circlip (3) is slipped onto the groove to lock said pin (2) in its intended position.
  • the limit stoppers (14), that are located between adjacent radial extensions (12) are there to restrict the pivotal hinged plurality of wings (40, 40a) from extending outwardly further then their desired positions.
  • a ratchet like mechanism is present to allow the plurality of wings (40, 40a) to extend outwardly from the body (10) about their hinged positions but prevents said plurality of wings from closing back onto said body (10) subsequently.
  • the angular positions of said earth anchors (1) are such that, when extended, the plurality of wings (40, 40a) of said earth anchors (1) do not over shadow one another.
  • Fig. 4, Fig. 4A and Fig. 4B whereby two units of earth anchors (1) are interlocked together with the plurality of wings (40, 40a) of one set occupying different angular positions as compared to the plurality of wings (40, 40a) of the other set.
  • a larger projected area is presented by the combined plurality of wings (40, 40a) of the two interlocked earth anchor (1) resulting in a larger and more positive frustum cone.
  • a series of passageways are drilled to depths as advised by a learned consultant.
  • an extension rod or a cable is coupled to the cylindrical cavity (19) and an earth anchor driver is interlocked to the segmented flange (17) of the earth anchor (1).
  • the plurality of wings (40, 40a) closed up onto the body (10) of the earth anchor (1), said earth anchor (1), the coupled extension rod or cable and the interlocked earth anchor driver are driven down the drilled passageway, guider (30) first, by said earth anchor driver till the end of said drilled passageway is reached.
  • More than one extension rod may be required with the exact number dependent on the depth of the passageway.
  • said earth anchor (1) Upon satisfactory positioning of the earth anchor (1) at the end of the passageway, said earth anchor (1) is pushed down further a short distance and slightly displaced angularly, about the axis of the body (10), through rotation of the earth anchor driver. Next the earth anchor (1) is progressively and gently withdrawn along the passageway resulting in the wedges (44) and the tips (45) of the plurality of wings (40, 40a) anchoring themselves to the respective adjacent soil surfaces. Further withdrawal of the earth anchor driver, with the attached earth anchor (1), along the passageway results in the plurality of wings (40, 40a) extending outwardly about their hinged positions on the body (10) and away from said body (10) of the earth anchor (1).
  • the plurality of wings (40, 40a) are satisfactorily extended when said wings (40, 40a) are restricted from extending outwardly further by the limit stoppers (14) that are located between adjacent radial extensions (12). With the plurality of wings (40, 40a) satisfactorily extended, the coverage by said plurality of wings (40, 40a) is sufficiently and enabling a wide frustum cone to be formed.

Landscapes

  • 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)

Abstract

An earth anchor (1) use for slope stabilization, anchorage or similar works comprises a body (10), a guider (30) detachably connected to the lower end of said body (10) and a plurality of wings (40, 40a) pivotally hinged and secured to the peripheral of said body (10). The plurality of pivotally hinged wings (40, 40a) extends outwardly from the body (10), when the earth anchor (1) is progressively withdrawn from its settled position in the passageway, providing a large projected area to form a wider frustum cone thus enabling a higher anchorage force. A desired anchorage force can be achieved with a lower depth of soil penetration with the earth anchor (1). The design of the earth anchor (1) enables more than one unit of said earth anchor (1) to be interlocked together to increase in number of extended wings (40, 40a) in order to provide for a more positive and solid frustum cone.

Description

EARTH ANCHOR
BACKGROUND TO THE INVENTION
Earth anchor for slope stabilization, anchorage or similar works has been in used for quite a while with said earth anchor usually made of metal and attached to a rod or cable and driven into the ground, usually a slope, up to a prescribed depth from the surface. The earth anchor typically comprises a body and a wing that is pivoted to said body and with said wing able to extend outwardly to an angle when said earth anchor is progressively withdrawn. The extended wing provides for a frustum cone for supporting an applied load for slope stabilization, anchorage or similar works. Most of the existing earth anchors have provision for one pivotal wing only.
The weight of the soil within the frustum cone together with the shear forces at the peripheral of said frustum cone define the force that can be provided by the earth anchor. The size and the shape of the frustum cone are largely depended on the projected area of the extended wing of the earth anchor. Likewise the force that can be supported by the earth anchor is also largely depended on the projected area of the extended wing of the earth anchor. The size and profile of the wing, hence its extended projected area, of an existing earth anchor is limited by it not being too large in size as to affect its handling and its positioning to the desired depth.
An earth anchor that is compact in design and having a plurality of pivotal wings to provide for a large projected area by said wings to provide for large frustum cone is hence desirable. An earth anchor with this design will be able to support a higher applied load for a certain depth or be able to support a desired applied load at a lower depth.
It is the objective of the present invention to forward a design of an earth anchor wherein said earth anchor comprises a plurality of extendable pivotally hinged wings enabling a wider frustum cone to be formed or with said earth anchor having to penetrate to a lower depth for the same anchorage effect.
It is a further objective of the present invention to forward a design of an earth anchor wherein more than one unit of said earth anchor can be interlocked together, forming an integral unit and with the wings on each unit offset angularly, to provide a more positive frustum cone for anchorage. SUMMARY OF THE INVENTION
An earth anchor use for slope stabilization, anchorage and similar works of the present invention comprises a body, a guider detachably connected to the lower end of said body and a plurality of wings pivotally hinged and secured to the peripheral of said body by attachment means.
In the preferred embodiment, the body comprises a externally threaded spigot at its lower end, an intermediate body above said spigot, a plurality of radial extensions that extend outwardly from the peripheral of said intermediate body, an upper body locating above said intermediate body and a coupling means towards the top of said slopping upper body for coupling to an end of an extension rod, cable or for coupling another unit of the earth anchor onto it. On each radial extension is a horizontally positioned through hole and in between adjacent said radial extensions are limit stoppers.
The guider comprises an inverted cone locating at the lower end, a main body extending upward from the base of said cone and an internally threaded section extending downwards from the top face of said main body. The threads of the internally threaded section are able to engage cooperatively with the external threads on the spigot and in doing so detachable connects the guider onto the body of the earth anchor.
Each wing comprises a pair of spaced apart lugs towards its lower end with each lug having a horizontal through hole and with the horizontal through holes on said pair of lugs substantially co-axial and a vane extending upwardly from said pair of lugs and with the upper section of said vane ending with a pointed tip. Optionally on the external surface of each vane is a plurality of wedges. In another embodiment of the wing the upper section of the vane ends with a horizontal edge and on the internal surface of said vane is a plurality of steps that staggered towards and meeting said horizontal edge. Each wing is pivotal hinged and attached to the body of the earth anchor.
In the preferred embodiment the earth anchor comprises three wings hinged to similar number of radial extensions present on the body with each said wing attached and hinged to a said radial extension at the pair of spaced apart lugs with the outer section of said radial extension positioned in between said spaced apart lugs and with the horizontal through hole on said radial extension positioned coaxial with the horizontal through holes on said spaced apart lugs. A pin is cooperatively fitted and securely positioned, with a locking means, at the horizontal through holes on the spaced apart lugs and the horizontal through hole on the radial extension to secure the wing to said radial extension.
Towards the top of the body is a segmented flange and an internally threaded cylindrical cavity. The internal threads of the cylindrical cavity are able to engage cooperatively with the external threads at the end of an extension rod. The internal threads of the cylindrical cavity are also able to engage cooperatively with the external threads on the spigot whereby two units of earth anchors are interlocked together in situation where additional anchorage is needed. The segmented flange is for detachable connection to an earth anchor driver.
These and other features, advantages and objectives of the present invention will be further understood and appreciated by those skilled in the art by the following specification, appended drawings and claims.
BRIEF DESCRIPTION OF THE DRAWINGS
Fig. 1 shows the isometric view of the earth anchor with its wings in the extended position.
Fig. 1 A shows the isometric view of the earth anchor with its wings in the closed position.
Fig. IB shows the exploded view of the earth anchor of the present invention. Fig. 2 shows the isometric view of the body of the earth anchor.
Fig. 2A shows the front view of the body of the earth anchor.
Fig. 2B shows the top view of the body of the earth anchor.
Fig. 3 shows the isometric view of a wing of the earth anchor.
Fig. 3 A shows the front view of a wing of the earth anchor.
Fig. 3B shows the side view of the wing of the earth anchor.
Fig. 4 shows the isometric view whereby two units of the earth anchors are interlocked together.
Fig. 4A shows the front view whereby two units of earth anchor interlocked together.
Fig. 4B shows the top view whereby two units of earth anchor interlocked together.
Fig. 5 shows the side view of the second embodiment of the wing of the earth anchor. Fig. 5 A shows the second embodiment of the wing of the earth anchor viewed from direction 'X' of Fig. 5.
Fig. 5B shows the second embodiment of the wing of the earth anchor viewed from direction 'Y' of Fig. 5.
DETAIL DESCRIPTION OF THE INVENTION
An earth anchor (1) use for slope stabilization, anchorage and similar works, as shown in Fig. 1, Fig. 1A and Fig. IB, comprises a body (10), a guider (30) detachably connected to the lower end of said body (10) and a plurality of wings (40), pivotally hinged and secured to the peripheral of said body (10) by attachment means.
In the preferred embodiment of the body (10), as shown in Fig. 2, Fig. 2 A and Fig. 2B, said body (10) comprises a spigot (1 1) at its lower end, an intermediate body (15) locating above said spigot (11), a plurality of radial extensions (12) that are symmetrically spaced angularly about the vertical axis of said body (10) and extend outwardly from the peripheral of said intermediate body (10) and with each said radial extension (12) having a horizontally positioned through hole (13), limit stoppers (14) in between adjacent said radial extensions (12), an upper body (16) locating above said intermediate body (15), a coupling means towards the top of said upper body (16) for coupling to an end of an extension rod, cable (via an eye bolt or similar) or interlocking onto said body (10) of the existing earth anchor (1) another unit of a similar earth anchor (1) and a coupling means for detachably connecting a earth anchor driver to the earth anchor (1). The spigot (1 1) has a set of external threads that act as part of a means for detachable connection of the guider (30) to the body (10) of the earth anchor (1). Towards the top of the body (10) is a segmented flange (17) and an internally threaded cylindrical cavity (19) having its axis substantially coaxial with the vertical axis of the body (10) as shown in Fig. 2 A and Fig. 2B. The internal threads of the cylindrical cavity (19) interact cooperatively with the external threads at the end of an extension rod, a cable (via a eye bolt or similar) or to interlock cooperatively with the external threads on the spigot (11) whereby two units of earth anchors (1) can be interlocked together) form part of the coupling means to engage, as shown in Fig. 4 and Fig. 4 A, in situation where additional anchorage is needed for a single setup. To interlock two units of earth anchors (1) the guider (30) of the upper positioned earth anchor (1) is not required and is removed to expose the external threads on the spigot (11) for interlocking onto the internal threads of the cylindrical cavity (19) of the lower positioned earth anchor (1). The segmented flange (17) forms the coupling means for detachably connecting an earth anchor driver (not shown) onto the earth anchor (1) with said earth anchor driver use for injecting said earth anchor (1) down the drilled passageway and beyond. The earth anchor driver is subsequently detached from the earth anchor (1) and removed once said earth anchor (1) is satisfactorily positioned and settled in the passageway.
The guider (30) of the earth anchor (1), as shown in Fig. IB, comprises an inverted cone (31) locating at the lower end, a main body (32) extending upward from the base of said cone (31) and a internally threaded section (34) extending downwards from the top face of said main body (32). The threads of the internally threaded section (34) are able to engage cooperatively with the external threads on the spigot (11) and in doing so detachable connects the guider (30) onto the body (10) of the earth anchor (1).
Each wing (40) of the plurality of wings (40) of the earth anchor (1) comprises a pair of spaced apart lugs (41) towards its lower end with each lug (41) having a horizontal through hole (42) and with the horizontal through holes (42) on said pair of lugs (41) being substantially co-axial and a vane (43) extending upwardly from said pair of lugs (41) and with the upper section of said vane (43) ending with a pointed tip (45) as shown in Fig. 3, Fig. 3 A and Fig. 3B. In the preferred embodiment the lugs (41) and the vane (43) form an integral unit. Optionally on the external surface of each vane (43) is a plurality of wedges (44) as shown in Fig. 3A and Fig. 3B. Each wing (40) is pivotal hinged and attached to the body (10) of the earth anchor (1) at a radial extension (12) of said body (10) as shall be explained later.
In another embodiment of the wing (40a), as shown in Fig. 5, Fig. 5 A and Fig. 5B, said wing (40a) comprises a pair of spaced apart lugs (41) towards its lower end with each lug (41) having a horizontal through hole (42) and with the horizontal through holes (42) on said pair of lugs (41) being substantially co-axial and a vane (43a) extending upwardly from said pair of lugs (41) and with the upper section of said vane (43a) ending with a horizontal edge (45a) and with said the lugs (41) and said vane (43a) form an integral unit. Additionally on the internal surface of the vane (43a) is a plurality of steps (46) staggered towards and meeting the horizontal edge (45 a) as shown in Fig. 5 and on the external surface of each said vane (40a) is a plurality of wedges (44). . Each wing (40a) is pivotal hinged and attached to the body (10) of the earth anchor (1) at a radial extension (12) of said body (10) in a manner substantially similar to that of wing (40). In the preferred embodiment of the earth anchor (1), as shown in Fig. 1, Fig. 1A and Fig. IB, said earth anchor (1) comprises three wings (40, 40a) that are spaced apart and pivotally hinged to a similar number of radial extensions (12) present on the body (10). Each wing (40, 40a) is attached and pivotally hinged to a radial extension (12) at the pair of spaced apart lugs (41) with the outer section of said radial extension (12) positioned in between said spaced apart lugs (41) and with the horizontal through hole (13) on said radial extension (12) positioned coaxial with the horizontal through holes (42) on said spaced apart lugs (41). A pin (2), with an enlarged head at one end and a groove towards the other end, is cooperatively fitted and positioned at the horizontal through holes (42) on the spaced apart lugs (41) and the horizontal through hole (13) on the radial extension (12) to secure the wing (40, 40a) to said radial extension (12). Upon the pin (2) being suitably fitted and positioned a circlip (3) is slipped onto the groove to lock said pin (2) in its intended position. The limit stoppers (14), that are located between adjacent radial extensions (12) are there to restrict the pivotal hinged plurality of wings (40, 40a) from extending outwardly further then their desired positions. A ratchet like mechanism is present to allow the plurality of wings (40, 40a) to extend outwardly from the body (10) about their hinged positions but prevents said plurality of wings from closing back onto said body (10) subsequently.
In the situation whereby more than one unit of earth anchors (1) are needed and interlocked onto one another the angular positions of said earth anchors (1) are such that, when extended, the plurality of wings (40, 40a) of said earth anchors (1) do not over shadow one another. This is illustrated in Fig. 4, Fig. 4A and Fig. 4B whereby two units of earth anchors (1) are interlocked together with the plurality of wings (40, 40a) of one set occupying different angular positions as compared to the plurality of wings (40, 40a) of the other set. With this approach a larger projected area is presented by the combined plurality of wings (40, 40a) of the two interlocked earth anchor (1) resulting in a larger and more positive frustum cone.
To stabilize a slope a series of passageways are drilled to depths as advised by a learned consultant. At each passageway an extension rod or a cable is coupled to the cylindrical cavity (19) and an earth anchor driver is interlocked to the segmented flange (17) of the earth anchor (1). With the plurality of wings (40, 40a) closed up onto the body (10) of the earth anchor (1), said earth anchor (1), the coupled extension rod or cable and the interlocked earth anchor driver are driven down the drilled passageway, guider (30) first, by said earth anchor driver till the end of said drilled passageway is reached. More than one extension rod may be required with the exact number dependent on the depth of the passageway. Upon satisfactory positioning of the earth anchor (1) at the end of the passageway, said earth anchor (1) is pushed down further a short distance and slightly displaced angularly, about the axis of the body (10), through rotation of the earth anchor driver. Next the earth anchor (1) is progressively and gently withdrawn along the passageway resulting in the wedges (44) and the tips (45) of the plurality of wings (40, 40a) anchoring themselves to the respective adjacent soil surfaces. Further withdrawal of the earth anchor driver, with the attached earth anchor (1), along the passageway results in the plurality of wings (40, 40a) extending outwardly about their hinged positions on the body (10) and away from said body (10) of the earth anchor (1). The plurality of wings (40, 40a) are satisfactorily extended when said wings (40, 40a) are restricted from extending outwardly further by the limit stoppers (14) that are located between adjacent radial extensions (12). With the plurality of wings (40, 40a) satisfactorily extended, the coverage by said plurality of wings (40, 40a) is sufficiently and enabling a wide frustum cone to be formed.
It should be noted that for the sake of clarity all the components and parts of the earth anchor (1) may not be shown and marked in the drawings. Additionally the terms as used in this description refer to the items as orientated in the drawings and they may in any various orientations when in use and as such the orientations as illustrated in the drawings are not necessary for operability.
The foregoing description is considered as illustration of the principles of the invention. Furthermore, since numerous modifications and changes will readily occur to those skilled in the art, it is not desired to limit the invention to the exact construction and operation shown and described, and accordingly all suitable modifications and equivalents may be resorted to, falling within the scope of the invention.

Claims

1. An earth anchor (1) use for slope stabilization, anchorage and related work wherein said earth anchor (1) comprises :- a body (10) that comprises a spigot (11) at its lower end, an intermediate body (15) above said spigot (11), a plurality of radial extensions (12) symmetrically spaced angularly about the vertical axis of said body (10) and extend outwardly from the peripheral of said intermediate body (10), limit stoppers (14) locating in between adjacent said radial extensions (12), an upper body (16) above said intermediate body (15), a coupling means towards the top of said upper body (16) for coupling to an end of an extension rod, cable or for interlocking onto said body (10) another similar unit of said earth anchor (1) and a coupling means for an earth anchor driver to couple onto said earth anchor (1) at the top;- a guider (30) detachably connected to said spigot (11) at the lower end of said body (10);
and
a plurality of wings (40, 40a) pivotally hinged and secured to said plurality of radial extensions (12) of said body (10) by attachment means and with the number of wings (40, 40a) equal to the number of radial extensions (12) and with said limit stoppers (14) to limit the outwardly extension of the wings (40, 40a) about their hinge positions.
2. An earth anchor (1) as in claim 1 wherein the body (10) further comprises a set of external threads on the spigot (11), a horizontally positioned through hole (13) on each radial extension (12) and a segmented flange (17) and an internally threaded cylindrical cavity (19) having its axis substantially coaxial with the vertical axis of said body (10) towards the top of said body (10) with said segmented flange (17) for detachably connecting an earth anchor driver and said internally threaded cylindrical cavity (19) for cooperatively coupling with the external threads at the end of an extension rod, a cable (via a eye bolt or similar) or to interlock another unit of earth anchor (1) onto the existing one.
An earth anchor (1) as in claim 1 wherein the guider (30) comprises an inverted (31) at the lower end, a main body (32) extending upward from the base of said cone (31) and a circular internally threaded section (34) extending downwards from the top face of said main body (32).
4. An earth anchor (1) as in claim 1, claim 2 and claim 3 wherein the threads of the internally threaded section (34) of the guider (30) are able to engage cooperatively with the external threads on the spigot (1 1) of the body (10) for detachable connection of said guider (30) onto the lower end of said body (10).
5. An earth anchor (1) as in claim 1 wherein each wing (40) of the plurality of wings (40) comprises a pair of spaced apart lugs (41) towards its lower end with each lug (41) having a horizontal through hole (42) and with the horizontal through holes
(42) on said pair of lugs (41) being substantially co-axial and a vane (43) extending upwardly from said pair of lugs (41) and with the upper section of said vane (43) ending with a pointed tip (45).
6. An earth anchor (1) as in claim 5 wherein on the external surface of each vane
(43) of a wing (40) is a plurality of wedges (44).
7. An earth anchor (1) as in claim 1, claim 2 and claim 5 wherein the attachment means of a wing (40) to peripheral of the body (10) comprises of having a radial extension (12) positioned in between the spaced apart lugs (41) and with the horizontal through hole (13) on said radial extension (12) positioned coaxial with the horizontal through holes (42) on said spaced apart lugs (41) and with a pin (2) cooperatively fitted and securely positioned at said horizontal through holes (42) of said spaced apart lugs (41) and said horizontal through hole (13) on said radial extension (12) with a circlip (3).
8. An earth anchor (1) as in claim 1 wherein three wings (40) are present and pivotally hinged to a similar number of radial extensions (12) present on the body (10).
9. An earth anchor (1) as in claim 1 wherein a ratchet like mechanism is present to allow the plurality of wings (40) to extend outwardly from the body (10) about their hinged positions but prevents said plurality of wings (40) from closing back onto said body (10) subsequently.
10. An earth anchor (1) as in claim 1 wherein each wing (40a) of the plurality of wings (40a) comprises a pair of spaced apart lugs (41) towards its lower end, with each lug (41) having a horizontal through hole (42) and with the horizontal through holes (42) on said pair of lugs (41) being substantially co-axial and a vane (43a) extending upwardly from said pair of lugs (41) and with the upper section of said vane (43a) ending with a horizontal edge (45a) and for each said vane (43a) on the external surface is a plurality of wedges (44) and on the internal surface is a plurality of steps (46) staggered towards and meeting said horizontal edge (45a).
11. An earth anchor (1) as in claim 1, claim 2 and claim 10 wherein the attachment means of a wing (40a) to peripheral of the body (10) comprises of having a radial extension (12) positioned in between the spaced apart lugs (41) and with the horizontal through hole (13) on said radial extension (12) positioned coaxial with the horizontal through holes (42) on said spaced apart lugs (41) and with a pin (2) cooperatively fitted and securely positioned at said horizontal through holes (42) of said spaced apart lugs (41) and said horizontal through hole (13) on said radial extension (12) with a circlip (3).
12. An earth anchor (1) as in claim 1 wherein three wings (40a) are present and pivotally hinged to a similar number of radial extensions (12) present on the body (10).
13. An earth anchor (1) as in claim 1 wherein a ratchet like mechanism is present to allow the plurality of wings (40a) to extend outwardly from the body (10) about their hinged positions but prevents said plurality of wings (40a) from closing back onto said body (10) subsequently.
14. An earth anchor (1) as in claim 1 and claim 2 wherein one unit of an earth anchors (1) can be interlocked onto another unit of earth anchor (1) by cooperatively coupling the external threads on the spigot (11) of the upper positioned earth anchor (1) to the internally threaded cylindrical cavity (19) of the lower positioned earth anchor (1) with the guider (30) of the upper positioned not in use and removed.
PCT/MY2012/000065 2011-03-25 2012-03-26 Earth anchor WO2012134263A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AU2012233787A AU2012233787B2 (en) 2011-03-25 2012-03-26 Earth anchor
CN201280014901.5A CN103620121B (en) 2011-03-25 2012-03-26 Earth anchor

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
MYPI2011001353 2011-03-25
MYPI2011001353 2011-03-25

Publications (2)

Publication Number Publication Date
WO2012134263A1 true WO2012134263A1 (en) 2012-10-04
WO2012134263A8 WO2012134263A8 (en) 2013-04-11

Family

ID=46025852

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/MY2012/000065 WO2012134263A1 (en) 2011-03-25 2012-03-26 Earth anchor

Country Status (4)

Country Link
CN (1) CN103620121B (en)
AU (1) AU2012233787B2 (en)
MY (1) MY156591A (en)
WO (1) WO2012134263A1 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9336637B2 (en) 2011-03-17 2016-05-10 Unikey Technologies Inc. Wireless access control system and related methods
US9394663B2 (en) 2014-03-07 2016-07-19 Darcy Berger Ground anchor
US20160265183A1 (en) * 2013-11-12 2016-09-15 J.F. Karsten Beheer B.V. Method and apparatus for stabilising a dike
WO2019009822A1 (en) * 2017-07-03 2019-01-10 Anadolu Universitesi Rektorlugu Umbrella anchorage
NL2022793B1 (en) * 2019-03-22 2020-09-28 Kloosterman Waterbouw B V A method for anchoring a civil object in the ground as well as an anchoring device for use in such a method.
NL2028150A (en) * 2021-03-25 2021-07-30 Univ Xuzhou Technology Tensioning type locking anchor rod
WO2024165948A1 (en) * 2023-02-09 2024-08-15 Sdc Green S.R.L. Multipurpose kit for underground anchoring and associated method

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104099928B (en) * 2014-08-06 2016-08-24 内蒙古科盛太阳能科技有限责任公司 Pile ground anchor and pile-driving method
CN104594345A (en) * 2014-12-01 2015-05-06 国网河南偃师市供电公司 Antitheft transmission line ground anchor
CN104594344B (en) * 2015-01-29 2016-10-26 武大巨成结构股份有限公司 A kind of Wedge-type Inner bolt head
CN104775430B (en) * 2015-04-21 2017-01-04 中国铁路总公司 A kind of gravity anchors realizing 360 degree of rotation anchorings
CN105953033B (en) * 2016-05-09 2018-05-22 江苏大学 The adjustable frost preventing machine bearing of polycrystalline substance
CN107190791A (en) * 2017-07-28 2017-09-22 陆剑 Counterforce device and its application method and dead-load detection method
CN109881672B (en) * 2019-03-25 2024-08-16 厦门市金海明工贸有限公司 Reamer type body-expanding ground anchor
CN110042798A (en) * 2019-04-25 2019-07-23 重庆交通大学 A kind of falling zone ecology maintenance system and its falling zone bank slope afforest guard method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1430194A (en) * 1973-03-06 1976-03-31 Shibata M Anchoring device and a method for settling the device in the ground
FR2450308A1 (en) * 1979-01-23 1980-09-26 Freyssinet Int Stup Mechanical anchor with umbrella feet for unstable ground - has solid pointed head with feed pivoted to crown and spread out by pulling cord
US4285993A (en) * 1979-03-30 1981-08-25 Green Sr John H Anti-corrosive structure anchor assembly
US4697394A (en) * 1986-08-04 1987-10-06 Lu Hsi H Ground anchor with recoverable steel rods

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1031726C (en) * 1993-05-10 1996-05-01 国土防灾技术株式会社 Ground anchor
KR100690364B1 (en) * 2005-07-05 2007-03-09 심석래 A Nailing Anchor Device For Soil Reinforcement

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1430194A (en) * 1973-03-06 1976-03-31 Shibata M Anchoring device and a method for settling the device in the ground
FR2450308A1 (en) * 1979-01-23 1980-09-26 Freyssinet Int Stup Mechanical anchor with umbrella feet for unstable ground - has solid pointed head with feed pivoted to crown and spread out by pulling cord
US4285993A (en) * 1979-03-30 1981-08-25 Green Sr John H Anti-corrosive structure anchor assembly
US4697394A (en) * 1986-08-04 1987-10-06 Lu Hsi H Ground anchor with recoverable steel rods

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9336637B2 (en) 2011-03-17 2016-05-10 Unikey Technologies Inc. Wireless access control system and related methods
US20160265183A1 (en) * 2013-11-12 2016-09-15 J.F. Karsten Beheer B.V. Method and apparatus for stabilising a dike
US9896816B2 (en) * 2013-11-12 2018-02-20 J.F. Karsten Beheer B.V. Method and apparatus for stabilising a dike
US9394663B2 (en) 2014-03-07 2016-07-19 Darcy Berger Ground anchor
WO2019009822A1 (en) * 2017-07-03 2019-01-10 Anadolu Universitesi Rektorlugu Umbrella anchorage
US10801175B2 (en) 2017-07-03 2020-10-13 Anadolu Universitesi Rektorlugu Umbrella anchorage
NL2022793B1 (en) * 2019-03-22 2020-09-28 Kloosterman Waterbouw B V A method for anchoring a civil object in the ground as well as an anchoring device for use in such a method.
NL2028150A (en) * 2021-03-25 2021-07-30 Univ Xuzhou Technology Tensioning type locking anchor rod
WO2024165948A1 (en) * 2023-02-09 2024-08-15 Sdc Green S.R.L. Multipurpose kit for underground anchoring and associated method

Also Published As

Publication number Publication date
MY156591A (en) 2016-03-15
AU2012233787B2 (en) 2015-04-16
AU2012233787A8 (en) 2013-11-28
CN103620121A (en) 2014-03-05
WO2012134263A8 (en) 2013-04-11
CN103620121B (en) 2016-06-08
AU2012233787A1 (en) 2013-10-31

Similar Documents

Publication Publication Date Title
AU2012233787B2 (en) Earth anchor
EP2146781B1 (en) High directional having a configurable number of telescoping legs
US11814809B1 (en) Laterally and vertically adjustable foundation structure
CA2728387A1 (en) Wind generator with folding mast
JP3162829U (en) Temporary strut
CN109626238B (en) Luffing jib crane with means for locking the jib in a raised configuration
CN210687511U (en) Adjustable foot bolt structure
EP1978185A1 (en) Tower segment erection tool and method of erecting a tower segment
JP4671143B2 (en) Pile hole drilling head and pile hole drilling method
DE10321850A1 (en) Mounting aid for erecting a carrier mast for a wind power unit especially an offshore unit has two part cylindrical hinge halves to enclose mast sections
CN107524139B (en) A kind of assembled steel pipe concrete-pile
US3965999A (en) Drilling grab for pile foundations and well boreholes
KR100758717B1 (en) Supporting device for architecture structure
CA2997320A1 (en) Articulating system for driving helical piers and anchors
RU83780U1 (en) ITS DRIVING AND DEVICE FOR ITS DIVING
CN108290620B (en) Anchor adapter and anchor assembly
JP4752046B1 (en) Ground anchor with rotating bearing and its construction method
KR100978607B1 (en) Rotatable land pressing block for road, plantation and complex construction
US11028652B1 (en) Auger stand for digger derrick
US3803782A (en) Retrievable earth anchor
US20190071836A1 (en) Articulating system for driving helical piers and anchors
CN208236010U (en) Diagonal brace drawing device for in-situ concrete wall shuttering supporting
WO2010139770A1 (en) Tool and method for installing blocks of a concrete shield
JPH09315786A (en) Handle for manual jack
CN213743051U (en) Elevator shaft safety protection door with adjustable bottom height

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 12718421

Country of ref document: EP

Kind code of ref document: A1

DPE1 Request for preliminary examination filed after expiration of 19th month from priority date (pct application filed from 20040101)
NENP Non-entry into the national phase

Ref country code: DE

WWE Wipo information: entry into national phase

Ref document number: 1301005279

Country of ref document: TH

WWE Wipo information: entry into national phase

Ref document number: IDW00201304903

Country of ref document: ID

ENP Entry into the national phase

Ref document number: 2012233787

Country of ref document: AU

Date of ref document: 20120326

Kind code of ref document: A

122 Ep: pct application non-entry in european phase

Ref document number: 12718421

Country of ref document: EP

Kind code of ref document: A1