GB2173228A - An improved ground anchor - Google Patents

An improved ground anchor Download PDF

Info

Publication number
GB2173228A
GB2173228A GB08508679A GB8508679A GB2173228A GB 2173228 A GB2173228 A GB 2173228A GB 08508679 A GB08508679 A GB 08508679A GB 8508679 A GB8508679 A GB 8508679A GB 2173228 A GB2173228 A GB 2173228A
Authority
GB
United Kingdom
Prior art keywords
anchor
ground
front section
rear end
rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
GB08508679A
Other versions
GB8508679D0 (en
GB2173228B (en
Inventor
Hsi-Huan Lu
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to GB08508679A priority Critical patent/GB2173228B/en
Publication of GB8508679D0 publication Critical patent/GB8508679D0/en
Publication of GB2173228A publication Critical patent/GB2173228A/en
Application granted granted Critical
Publication of GB2173228B publication Critical patent/GB2173228B/en
Expired legal-status Critical Current

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

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

A ground anchor comprises a drill bit 4, an anchor head 1 to which a plurality of swingable arms 2 are pivoted, and a succession of axially aligned components including a double thread nut 9, a connecting rod 3 with an enlarged rear end, and a socket 11 within which such components are rotatable and from which a plurality of steel rods 12 extend rearwardly. Outlet 5 is provided for passing water through the drill head. <IMAGE>

Description

SPECIFICATION An Improved Ground Anchor This application relates to an improved ground anchor to facilitate the driven of the ground anchor. The prototype of the ground anchor was applied for patent in the United States, on November 10, 1983, bearing Serial Number 06/ 550,312, now still pending. According to the prototype, a pile with an anchor is provided. The ground anchor is driven into a depth and slightly pulled backward so that its swingable arms stretch out and anchors themself in the ground. The pile is substantially a hollow elongate tube. The bore inside the tube provide a path to pump water into the ground to wash away the soil in the vicinity of the arms to facilitate further drive-in of the anchor.
This invention is an improvement of the prototype.
In use of the ground anchor according to this invention, a front section including the anchor must first be driven into the ground to a depth until the driving force can no longer be transmitted to the front section. Then a first connecting unit is connected to the rear end of the front section. This makes it possible to drive the anchorto a greater depth. And then further connecting units may be added and the procedure is repeated until the anchor is driven to the desired depth. This invention mainly consists in the improvement of the front section.
This invention will be better understood when read in connection with the accompanying drawing in which: Brief Description of the Drawing Fig. 1 is a perspective view of this invention; Fig. 2 is a fragmentary view of this invention; Fig. 3 is a longitudinal section of this invention; Fig. 4 is an embodiment of this invention.
Detailed Description of Preferred Embodiment With reference to the drawing, the aforesaid front section according to this invention mainly comprises an anchor head (1), a plurality of outwardly swingable arms (2), a hollow rod (3), a double threaded nut (9), a thrust bearing (10), and a socket (11). At the tip end of the anchor head (1 ) there is provided a drill bit (4). The drill bit is provided with a water outlet (5). The front end of the anchor head (1) is internally provided with internal thread to engage with the dril bit (4), whereas its rear end is externally threaded to engage with the nut (9). The rear end of the nut (9) is in connection with the anterior end of the rod (3). A ball bearing (10) is received at the anterior end of the rod (3). The rear portion of the rod (3) is enlarged, and majority of the remaining portion of smaller diameter is nested in a socket (11).Between the enlarged portion of the rod (3) and the socket (11 ) there are two washers (13). These elements are all formed by steel material. The socket (11) is provided with a plurality of bores extending along its wall, in each of which there is a steel rod (12). The steel rods are welded and thus fixed in the bores. These rods can be prestressed so that a pulling force can be exerted by these rods to the finished aboveground structure.
In operation, the front section comprising these elements is driven into the ground by conventional means to a depth until the powertransmission can no longer reach it. Then a connecting unit is connected to the rear end of the rod (3). Preferably each connecting unit comprises a connector (21), which is externally threaded at both ends, and a connecting tube (22); whlch is internally threaded at both ends. A plurality of such units may be added until the desired anchoring depth is reached. The front section, together with the following series of connecting units, makes an entire pile. Because of the hollow elements, a channel is defined in the pipe, and water can be introduced from the rear end of the pipe to the anchor to wash away the soil to facilitate the drilling.Upstream of the water outlet (5) there is provided a spring-loaded ball (8), biased by a spring (7) to serve as a check valve of the water path to guard the anchor against backflow of the water pumped into the ground. A water pipe (15) is provided beside one of the steel rods (12). The pipe (15) extends from the rod (3) to the above ground position. It is not an indispensable element, but it can help remove the soil. The connector (21) and connecting tube (22) can be welded together to avoid the loosening oftheirjoint. Reference numeral (14) refers to the welding seam. The length of the steel rods corresponds to the drive-in depth of the anchor.After the anchorage of the above ground structure is finished, if it is desired, the connecting units can be removed, leaving but the steel rods (12) (which may be pre-stressed), in the ground, so that the above-ground structure is firmly anchored. The bearing (10) can facilitate the rod (13) to be screwed into the nut (9) without causing undesired corotation of the latter.
1. A ground anchor means for anchoring an above-ground structure, comprising a front section with an anchor at its front end, and a plurality of like connecting units connected in series behind said front section, said front section and said connecting units being centrally hollow to define a channel from the rear end of the rearmost connecting unit to the front end of said front section, said front section comprising drilling means at its tip end, and a plurality of arms, one end of said said arm is pivoted to a definite spot of said front section so as to be able to swing within a range of no more than 90 degrees between a first position where each said arm lies substantially parallel to the axial direction of said front section with its free end pointing to the rear end of the rearmost connecting unit, and a second position where each said arm extends outwardly and radially and intersect with the central axis of said front section at an angle no more than 90 degrees, characterized in that said front section comprises elements arranged in series including a first element, of which the front end defines a drill bit and has an outlet for said channel, a second element to which said arms are pivotally mounted, the front end of said second element being engageable with the rear end of said first element, a
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (6)

**WARNING** start of CLMS field may overlap end of DESC **. SPECIFICATION An Improved Ground Anchor This application relates to an improved ground anchor to facilitate the driven of the ground anchor. The prototype of the ground anchor was applied for patent in the United States, on November 10, 1983, bearing Serial Number 06/ 550,312, now still pending. According to the prototype, a pile with an anchor is provided. The ground anchor is driven into a depth and slightly pulled backward so that its swingable arms stretch out and anchors themself in the ground. The pile is substantially a hollow elongate tube. The bore inside the tube provide a path to pump water into the ground to wash away the soil in the vicinity of the arms to facilitate further drive-in of the anchor. This invention is an improvement of the prototype. In use of the ground anchor according to this invention, a front section including the anchor must first be driven into the ground to a depth until the driving force can no longer be transmitted to the front section. Then a first connecting unit is connected to the rear end of the front section. This makes it possible to drive the anchorto a greater depth. And then further connecting units may be added and the procedure is repeated until the anchor is driven to the desired depth. This invention mainly consists in the improvement of the front section. This invention will be better understood when read in connection with the accompanying drawing in which: Brief Description of the Drawing Fig. 1 is a perspective view of this invention; Fig. 2 is a fragmentary view of this invention; Fig. 3 is a longitudinal section of this invention; Fig. 4 is an embodiment of this invention. Detailed Description of Preferred Embodiment With reference to the drawing, the aforesaid front section according to this invention mainly comprises an anchor head (1), a plurality of outwardly swingable arms (2), a hollow rod (3), a double threaded nut (9), a thrust bearing (10), and a socket (11). At the tip end of the anchor head (1 ) there is provided a drill bit (4). The drill bit is provided with a water outlet (5). The front end of the anchor head (1) is internally provided with internal thread to engage with the dril bit (4), whereas its rear end is externally threaded to engage with the nut (9). The rear end of the nut (9) is in connection with the anterior end of the rod (3). A ball bearing (10) is received at the anterior end of the rod (3). The rear portion of the rod (3) is enlarged, and majority of the remaining portion of smaller diameter is nested in a socket (11).Between the enlarged portion of the rod (3) and the socket (11 ) there are two washers (13). These elements are all formed by steel material. The socket (11) is provided with a plurality of bores extending along its wall, in each of which there is a steel rod (12). The steel rods are welded and thus fixed in the bores. These rods can be prestressed so that a pulling force can be exerted by these rods to the finished aboveground structure. In operation, the front section comprising these elements is driven into the ground by conventional means to a depth until the powertransmission can no longer reach it. Then a connecting unit is connected to the rear end of the rod (3). Preferably each connecting unit comprises a connector (21), which is externally threaded at both ends, and a connecting tube (22); whlch is internally threaded at both ends. A plurality of such units may be added until the desired anchoring depth is reached. The front section, together with the following series of connecting units, makes an entire pile. Because of the hollow elements, a channel is defined in the pipe, and water can be introduced from the rear end of the pipe to the anchor to wash away the soil to facilitate the drilling.Upstream of the water outlet (5) there is provided a spring-loaded ball (8), biased by a spring (7) to serve as a check valve of the water path to guard the anchor against backflow of the water pumped into the ground. A water pipe (15) is provided beside one of the steel rods (12). The pipe (15) extends from the rod (3) to the above ground position. It is not an indispensable element, but it can help remove the soil. The connector (21) and connecting tube (22) can be welded together to avoid the loosening oftheirjoint. Reference numeral (14) refers to the welding seam. The length of the steel rods corresponds to the drive-in depth of the anchor.After the anchorage of the above ground structure is finished, if it is desired, the connecting units can be removed, leaving but the steel rods (12) (which may be pre-stressed), in the ground, so that the above-ground structure is firmly anchored. The bearing (10) can facilitate the rod (13) to be screwed into the nut (9) without causing undesired corotation of the latter. CLAIMS
1. A ground anchor means for anchoring an above-ground structure, comprising a front section with an anchor at its front end, and a plurality of like connecting units connected in series behind said front section, said front section and said connecting units being centrally hollow to define a channel from the rear end of the rearmost connecting unit to the front end of said front section, said front section comprising drilling means at its tip end, and a plurality of arms, one end of said said arm is pivoted to a definite spot of said front section so as to be able to swing within a range of no more than 90 degrees between a first position where each said arm lies substantially parallel to the axial direction of said front section with its free end pointing to the rear end of the rearmost connecting unit, and a second position where each said arm extends outwardly and radially and intersect with the central axis of said front section at an angle no more than 90 degrees, characterized in that said front section comprises elements arranged in series including a first element, of which the front end defines a drill bit and has an outlet for said channel, a second element to which said arms are pivotally mounted, the front end of said second element being engageable with the rear end of said first element, a third element, in form of a double-thread nut. with its both ends internally threaded and its front end being engageable with the rear end of said second element, a fourth element with its front end engageable with the rear end of said third element and its rear end having an enlarged outer diameter, a fifth element in form of a socket encircling tha majority of the length of the fourth element, said fifth element being provided with a plurality of rods extending axially and rearwardly to the rear end of the rearmost connecting unit.
2. The ground anchor means according to Claim 1, further comprising bearing means disposed at the entrance of the rear end of said third element to avoid the corotation of said third and fourth elements when the latter is screwed into the former.
3. The ground anchor means according to Claim 1, wherein the interior of said first and second means is structured and provided with means to allow fluid to flow only in the direction toward the outlet of said first element.
4. The ground anchor means according to Claim 1, further comprising a water pipe extending from the rear end of the rearmost connecting unit to the rear end and outside of said fourth element.
5. A ground anchor means for anchoring an above-ground structure comprising a plurality of aligned interconnected units having anchor biades towards a forward end and located behind a drill head so as to be foldable inwards as the drill operates and anchor means is forwarded into the ground but foldable outwards to engage the ground when the anchor means has reached a desired portion; the interconnected units (a) jointly defining an axial bore for conveying water to, and through, the drill head (b) including a non-rotary surround within which other units may jointly rotate and (c) being provided at the upper end with an interconnection adaptation for an axial extension unit.
6. A ground anchor member as claimed in any of claims 1 to 5 and substantially as herein described with reference to the accompanying drawings.
GB08508679A 1985-04-03 1985-04-03 An improved ground anchor Expired GB2173228B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB08508679A GB2173228B (en) 1985-04-03 1985-04-03 An improved ground anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB08508679A GB2173228B (en) 1985-04-03 1985-04-03 An improved ground anchor

Publications (3)

Publication Number Publication Date
GB8508679D0 GB8508679D0 (en) 1985-05-09
GB2173228A true GB2173228A (en) 1986-10-08
GB2173228B GB2173228B (en) 1988-06-15

Family

ID=10577126

Family Applications (1)

Application Number Title Priority Date Filing Date
GB08508679A Expired GB2173228B (en) 1985-04-03 1985-04-03 An improved ground anchor

Country Status (1)

Country Link
GB (1) GB2173228B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110725310B (en) * 2019-10-17 2024-05-14 北京金河水务建设集团有限公司 Anchor drilling machine and anchor rod

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1170610A (en) * 1965-12-13 1969-11-12 Stabilator Ab A method of Anchoring Rods or the like in Drill Holes in Earth or Rock
GB1430194A (en) * 1973-03-06 1976-03-31 Shibata M Anchoring device and a method for settling the device in the ground

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1170610A (en) * 1965-12-13 1969-11-12 Stabilator Ab A method of Anchoring Rods or the like in Drill Holes in Earth or Rock
GB1430194A (en) * 1973-03-06 1976-03-31 Shibata M Anchoring device and a method for settling the device in the ground

Also Published As

Publication number Publication date
GB8508679D0 (en) 1985-05-09
GB2173228B (en) 1988-06-15

Similar Documents

Publication Publication Date Title
US4592178A (en) Ground anchor
US3970157A (en) Ram-borer apparatus
US10947688B2 (en) Grout propeller for helical pile
US7866922B2 (en) Equipment and method for constructing micropiles in soil, in particular for the anchorage of active anchors
US8353655B2 (en) Floor anchor
JP4288331B2 (en) Rock bolt and supporting method using the same
AU2012216356B9 (en) A Packing Plug
JPS60175892A (en) Main pipe replacement apparatus
AU2014268137B2 (en) Bent blade screw ground anchor
CN214061602U (en) Umbrella-shaped body expanding device capable of controlling expansion and contraction through spiral stroke
US4986373A (en) Post hole digger
GB2173228A (en) An improved ground anchor
US6510905B1 (en) Earth boring apparatus
JP2999190B1 (en) Expansion type anchor member
EP0251165B1 (en) Drilling means serving as ground anchor and method
US7699123B2 (en) Bore hole sleeve reaming apparatus and method
US7322430B2 (en) Apparatus and method for reducing required torque
JP6505811B1 (en) Resistance pile
KR101508992B1 (en) Extension type casing and soft ground reinforcement method using the same
KR101744170B1 (en) Apparatus for penetrating steel pipe pile with bulb extension
EP1541770A2 (en) Anchoring assembly
CN117404123A (en) Forward and reverse rotation multifunctional anchoring agent anchor rod and construction method thereof
CN219033197U (en) Telescopic slope protection anchor rod structure
KR960009284B1 (en) Anchoring-bolt structure for tunnel-lining
JP3001797B2 (en) Cone for rock bolt

Legal Events

Date Code Title Description
PCNP Patent ceased through non-payment of renewal fee