GB1340355A - Method and apparatus for making a bore hole in the ground - Google Patents
Method and apparatus for making a bore hole in the groundInfo
- Publication number
- GB1340355A GB1340355A GB2408071A GB2408071A GB1340355A GB 1340355 A GB1340355 A GB 1340355A GB 2408071 A GB2408071 A GB 2408071A GB 2408071 A GB2408071 A GB 2408071A GB 1340355 A GB1340355 A GB 1340355A
- Authority
- GB
- United Kingdom
- Prior art keywords
- tube
- sleeve
- annulus
- ground
- making
- 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
- 238000000034 method Methods 0.000 title abstract 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract 2
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 abstract 1
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 229910010293 ceramic material Inorganic materials 0.000 abstract 1
- 238000010276 construction Methods 0.000 abstract 1
- 238000011065 in-situ storage Methods 0.000 abstract 1
- 229910052742 iron Inorganic materials 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000002184 metal Substances 0.000 abstract 1
- 229910052751 metal Inorganic materials 0.000 abstract 1
- 230000004048 modification Effects 0.000 abstract 1
- 238000012986 modification Methods 0.000 abstract 1
- 229920003023 plastic Polymers 0.000 abstract 1
- 239000004033 plastic Substances 0.000 abstract 1
- 239000011435 rock Substances 0.000 abstract 1
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
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
-
- 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
- E02D5/66—Mould-pipes or other moulds
- E02D5/665—Mould-pipes or other moulds for making piles
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
1340355 Boring earth and rock piling INTERNATIONAAL TECHNISCHE HANDELSONDERNEMING EN ADVIES BUREAU NV 19 April 1971 [13 March 1970] 24080/71 Headings E1F and E1H In a method of making a borehole in the ground and lining the wall of the bore with a prefabricated sleeve, an annulus 6 (whose shape is defined in the specification) is driven into the ground by a tube 1 having a striking head 3 at the end opposite the annulus, and cuts a hole for a sleeve 2 surrounding the tube, a resilient member 5 being interposed between the sleeve and a part 3 of the tube to which the driving force is applied and the tube 1 is subsequently withdrawn leaving the borehole lined with the sleeve 2. The sleeve may be fixed to the flange. The sleeve may be of weak construction and may be made of iron, non-ferrous metal, plastics or ceramic material, and may be of round, oval, square, rectangular or star-shaped cross section. In a modification, Fig. 4, a stepped hole may be made using telescopic tubes and sleeves. After the tube 1 has been withdrawn leaving the sleeve and annulus 6 in position, a narrower tube (not shown) surrounded by a sleeve 8, and acting on a further annulus 11 is driven down through the annulus 6 by applying a force to the tube through a lengthening piece (not shown) coupled to the tube. The tube is withdrawn, and the process repeated as required, to position further sleeves such as 12. The process may be used for making vertical holes for the formation of in situ piles, or horizontal holes through dykes for cable laying.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL7003652A NL7003652A (en) | 1970-03-13 | 1970-03-13 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB1340355A true GB1340355A (en) | 1973-12-12 |
Family
ID=19809574
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB2408071A Expired GB1340355A (en) | 1970-03-13 | 1971-04-19 | Method and apparatus for making a bore hole in the ground |
Country Status (3)
Country | Link |
---|---|
BE (1) | BE779957A (en) |
GB (1) | GB1340355A (en) |
NL (1) | NL7003652A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0580098A1 (en) * | 1992-07-21 | 1994-01-26 | Bernfried Dr.-Ing. Sudbrack | Method and device for pile foundation |
GB2404238A (en) * | 2003-07-23 | 2005-01-26 | Arrow Valves Ltd | Fluid transfer apparatus with retractable telescopic fluid transfer pipe |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115450217B (en) * | 2022-09-06 | 2024-05-28 | 中国水电基础局有限公司 | Grouting method for opening wall-breaking grouting in orifice embedded pipe |
-
1970
- 1970-03-13 NL NL7003652A patent/NL7003652A/xx unknown
-
1971
- 1971-04-19 GB GB2408071A patent/GB1340355A/en not_active Expired
-
1972
- 1972-02-29 BE BE779957A patent/BE779957A/en unknown
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0580098A1 (en) * | 1992-07-21 | 1994-01-26 | Bernfried Dr.-Ing. Sudbrack | Method and device for pile foundation |
GB2404238A (en) * | 2003-07-23 | 2005-01-26 | Arrow Valves Ltd | Fluid transfer apparatus with retractable telescopic fluid transfer pipe |
GB2404238B (en) * | 2003-07-23 | 2007-02-14 | Arrow Valves Ltd | Apparatus and method |
Also Published As
Publication number | Publication date |
---|---|
NL7003652A (en) | 1971-09-15 |
BE779957A (en) | 1972-06-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
GB1323031A (en) | Method of reinforcing rock formation | |
GB1129867A (en) | Improvements in method and means of anchoring an object such as sheet piling or building foundation or the like in the ground | |
GB1170610A (en) | A method of Anchoring Rods or the like in Drill Holes in Earth or Rock | |
ES8503764A1 (en) | Method for making a concrete or similar pile on site. | |
ES400968A1 (en) | Consolidation of rock strata | |
GB1340355A (en) | Method and apparatus for making a bore hole in the ground | |
US4100972A (en) | Displacement hammer apparatus for sinking and lining boreholes | |
US747219A (en) | Subterranean anchor. | |
GB1255128A (en) | Improvements in or relating to core sampling of rock or soil | |
DE69222042T2 (en) | METHOD AND MEANS FOR DRIVING TUBES INTO THE BOTTOM, AND CARTRIDGE USED FOR FOLLOWING PIPE BLASTING | |
GB796959A (en) | Improvements in or relating to the treatment of subterranean formations | |
GB1110410A (en) | A method of erecting subterranean structures | |
GB1238181A (en) | ||
GB1030619A (en) | A process for the production of piles | |
ATE16296T1 (en) | PILES. | |
GB256150A (en) | Improvements in the construction of concrete piles | |
GB1304916A (en) | ||
GB1429312A (en) | Pile driving apparatus and method | |
GB1103522A (en) | Method of producing a continuous wall of piles | |
JP2695319B2 (en) | Tunnel construction method | |
DE2909983C2 (en) | Method for driving a route, a tunnel or the like | |
JPS5848693B2 (en) | High pressure continuous wall construction method | |
SU699096A1 (en) | Apparatus for forming anchors in soil | |
GB1135805A (en) | Method of forming an extended body from a fluent, hardening material | |
SU132163A1 (en) | The method of penetration of vertical shafts |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PS | Patent sealed | ||
PCNP | Patent ceased through non-payment of renewal fee |