GB1115796A - Improvements in and relating to ground anchors and methods of making such anchors - Google Patents
Improvements in and relating to ground anchors and methods of making such anchorsInfo
- Publication number
- GB1115796A GB1115796A GB1566365A GB1566365A GB1115796A GB 1115796 A GB1115796 A GB 1115796A GB 1566365 A GB1566365 A GB 1566365A GB 1566365 A GB1566365 A GB 1566365A GB 1115796 A GB1115796 A GB 1115796A
- Authority
- GB
- United Kingdom
- Prior art keywords
- cutter
- pipe
- tie
- ground
- 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.)
- Expired
Links
Classifications
-
- 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
-
- 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
- E02D5/62—Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes
-
- 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
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
-
- 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
- E02D5/801—Ground anchors driven by screwing
-
- 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
- E02D5/805—Ground anchors with deformable 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
1,115,796. Piles; ground anchors; boring earth &c. K. H. BAUER. 13 April, 1965 [4 April, 1965], No. 15663/65. Headings E1B, E1F and E1H. A method of making a screw tension-pile, or ground anchor, in situ includes the steps of driving a helical cutter. Fig. 1, into the ground by rotating a hollow driving-shaft or pipe 5 connected to the cutter while injecting a hardenable material, e.g. concrete containing a synthetic resin, into the helical cavity formed by the cutter, Fig. 2 (not shown), passing a tie-rod 6, Fig. 4, through said pipe, engaging the end of the tie-rod with screw-threads 1 on the cutter, withdrawing the pipe 5 and filling the space left thereby with the said material. The method may include the further steps of retracting the cutter by applying a tensile load to the tie-rod before the pipe 5 is withdrawn so as to compress the adjacent ground and form a substantially cylindrical cavity (7), Fig. 3 (not shown), which is situated at the lowermost end of the helical cavity, returning the cutter to its former position and filling the cavity (7) with said material. Filling of the said cavities is effected through the pipe 5 and bores 2, 3 in the cutter. The tie-rod 6 may be provided with a coating of a synthetic plastics material to minimize corrosion and to reduce friction relative to the said material.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEB0081314 | 1965-04-06 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB1115796A true GB1115796A (en) | 1968-05-29 |
Family
ID=6981054
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB1566365A Expired GB1115796A (en) | 1965-04-06 | 1965-04-13 | Improvements in and relating to ground anchors and methods of making such anchors |
Country Status (5)
Country | Link |
---|---|
BE (1) | BE679058A (en) |
DK (1) | DK116193B (en) |
GB (1) | GB1115796A (en) |
NL (1) | NL6600344A (en) |
SE (1) | SE329577B (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0014512A2 (en) * | 1979-02-13 | 1980-08-20 | Marie Stolk | Method of installing a ground anchor |
EP0429130A1 (en) * | 1989-11-20 | 1991-05-29 | van Bosch, Monique Julia Jozef Achiel | Drill point and ground drilling device. |
GB2340854A (en) * | 1998-08-21 | 2000-03-01 | Clive Rolfe | Ground anchor device |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL192836C (en) * | 1984-10-17 | 2000-02-18 | Leeuwen Marinus Teunis Van | Screw anchor. |
NL192530C (en) * | 1988-08-12 | 1997-09-02 | Ballast Nedam Groep Nv | Method and device for installing an elongated foundation element in the ground. |
NL193640C (en) * | 1990-03-02 | 2000-05-04 | Fundamentum Bv | Assembly for the manufacture of a foundation pile in the ground as well as a method for operating that assembly. |
-
1965
- 1965-04-13 GB GB1566365A patent/GB1115796A/en not_active Expired
-
1966
- 1966-01-11 NL NL6600344A patent/NL6600344A/xx unknown
- 1966-04-05 SE SE458366A patent/SE329577B/xx unknown
- 1966-04-05 DK DK178166A patent/DK116193B/en unknown
- 1966-04-05 BE BE679058D patent/BE679058A/xx unknown
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0014512A2 (en) * | 1979-02-13 | 1980-08-20 | Marie Stolk | Method of installing a ground anchor |
EP0014512A3 (en) * | 1979-02-13 | 1980-09-03 | Marie Stolk | Method of arranging a ground anchor into the ground and ground anchor intended for carrying out said method |
EP0429130A1 (en) * | 1989-11-20 | 1991-05-29 | van Bosch, Monique Julia Jozef Achiel | Drill point and ground drilling device. |
GB2340854A (en) * | 1998-08-21 | 2000-03-01 | Clive Rolfe | Ground anchor device |
GB2340854B (en) * | 1998-08-21 | 2001-01-31 | Clive Rolfe | Ground anchor device |
Also Published As
Publication number | Publication date |
---|---|
BE679058A (en) | 1966-09-16 |
SE329577B (en) | 1970-10-12 |
DK116193B (en) | 1969-12-15 |
NL6600344A (en) | 1966-10-07 |
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