EP0135716A1 - Dispositif de liaison entre les parties séparées d'un pieu batter armé - Google Patents
Dispositif de liaison entre les parties séparées d'un pieu batter armé Download PDFInfo
- Publication number
- EP0135716A1 EP0135716A1 EP84108956A EP84108956A EP0135716A1 EP 0135716 A1 EP0135716 A1 EP 0135716A1 EP 84108956 A EP84108956 A EP 84108956A EP 84108956 A EP84108956 A EP 84108956A EP 0135716 A1 EP0135716 A1 EP 0135716A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wedge
- connexion
- connection arrangement
- groove
- arrangement according
- 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
Links
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Images
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
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
Definitions
- the invention relates to a connection arrangement between individual parts of a reinforced ram pile, consisting of connection fittings to be arranged on the end faces of the ram pile parts, at least at their corner areas, with dovetail-shaped undercut grooves, and of connecting dowel tails which can be driven into two mirror-image-arranged connection fittings of two successive ram pile parts.
- connection arrangements have already become known, in which, however, there were always close manufacturing tolerances both for the connection fittings and for the connection bodies.
- connecting bodies are used in dovetail-shaped grooves, which are then approximately double-dovetail-shaped.
- This double dovetail shape results from the abutting of the pile parts, so that two connecting fittings are assigned to each other practically in mirror image.
- These grooves are narrowed in a wedge shape, the connecting body also being wedge-shaped.
- a lip can be bent over to a To prevent the wedge-shaped connecting body from sliding out.
- the connecting body can be driven more or less far into the groove, so that the foldable lip probably prevents the connecting body from sliding out, but does not allow it to be fixed .
- the connection will then be maintained in any case, but there may be mutual movement of the ends of the pile parts, which may ultimately lead to damage to the fitting parts.
- the invention has for its object to provide a connection arrangement of the type mentioned, in which an exact, firm connection between the ram pile parts can be achieved regardless of manufacturing tolerances.
- such a connector body can achieve a properly firm connection between successive ram pile parts.
- the second wedge body can be driven in from the outside, so that the two wedge bodies oppose one another and on the boundary surfaces of the dovetail-shaped groove press on.
- these wedge bodies have been finally driven in and locked, it is no longer possible to loosen them, since the grooves widen at their inner ends, so that the entire connecting body cannot slide out.
- Such a connection arrangement cannot be released even by vibrations.
- connection arrangement according to the invention can be used particularly inexpensively, especially in the very rough construction site operation, since an improvement in the holding force is even achieved by correspondingly strong driving.
- FIG. 1 shows a cover cap equipped with connecting fittings for a ram pile part in a view from below, that is to say seen from the pile side, partly in section; 2 shows a section along the line I - I in Fig. 1. 3 shows a section along the line II - II in Fig. 1. 4 shows a front view of two connecting fittings of two abutting ram pile parts;
- Figure 5 is a plan view of a connecting body, shown partially cut away. 6 shows a side view in the direction of arrow 3 according to FIG. 5; 7 shows a section along the line IV - IV in FIG. 5.
- connection arrangement essentially consists of fitting parts 1, which are arranged on the end faces of the ram pile parts at least at their corner regions, and of connecting bodies 2.
- the connecting fittings 1 are integrated at the corners of a cap-like cover 3 for the pile ends. It would also be possible to connect these connecting fittings 1 together via webs which can be connected or simply embedded individually in the corners in the area of the end faces of the ram pile parts.
- tension elements 4 are fastened, which protrude into the concrete of the ram pile part.
- the tension elements 4 are firmly connected to the connecting fittings 1 or the cap-shaped cover 3 via a threaded connection 5.
- the connecting fittings have a dovetail-shaped undercut groove 6, so that double rows of dovetail-shaped openings result when rows of ram pile parts are juxtaposed by mirror-inverted connecting fittings 1, as can be seen in FIG. 4.
- the connecting body 2 is also double-dovetail-shaped and is inserted into the opening formed by the grooves 6 for connecting successive ram pile parts.
- the dovetail-shaped grooves 6 in the connecting fittings 1 are widened in a wedge shape as seen in the direction of impact of the connecting body 2.
- the groove 6 thus continues in the inner area of the connecting fitting.
- connecting body 2 In order to achieve a proper connection, a division of the connecting body 2 is then necessary, since this must be provided with outer surfaces corresponding to the outer limits of the groove 6.
- the connecting body 2 is therefore in a wedge body along a vertical vertical plane? and 8 separately, which are tapered in opposite directions. This makes it possible to do both of these Insert wedge bodies 7 and 8 successively into the grooves 6 and clamp them accordingly.
- the wedge angle ⁇ of the first wedge body 7 is therefore greater than the wedge angle ⁇ of the groove 6. Furthermore, the wedge angle ⁇ of the second wedge body 8 is smaller than the wedge angle ⁇ of the groove 6 in the connecting fitting 1.
- the wedge angle ⁇ of the first wedge body 7 is expediently only slight be greater than the wedge angle ß of the groove 6 in the connecting fitting 1, so that there is a relatively flat angle for the formation of the wedge body 8 and thus also for the turning of the same. The tightening torque when driving in the second wedge body 8 can thereby be significantly improved.
- the first wedge body 7 with the larger wedge angle ⁇ is thus inserted with the thicker end first into the groove 6 in the connecting fitting 1, whereby the second wedge body 8 with the narrower end is driven into the space remaining between the first wedge body 7 and the opposite groove boundary surface can.
- a quick and secure fixing of the entire connecting body 2 is thereby achieved.
- the wedge bodies 7 and 8 can be locked in their end position. This can of course be done by any bendable tabs or the like. However, it is particularly advantageous if this mutual fixation takes place solely between the two wedge bodies 7 and 8, as is shown in the example shown.
- the first wedge body 7 here has a tab 9, an at its outer, narrower end Extension or the like, which can be turned over in the direction of the second wedge body 8. This reversal not only achieves a fixation, but, as a result of the striking movement in the direction of arrow 10, the wedge body 8 is additionally driven into the groove 6 without the wedge body 7 being able to be pulled out in the process.
- a groove 11 is expediently worked out on the double dovetail-shaped outer surfaces of the two wedge bodies 7 and 8 at the transition of the two inclined surfaces.
- the measures according to the invention create a structurally simple, but securely acting connection for ram pile parts.
- an obliquely sloping end wall 15 is provided (FIG. 3), which can exert pressure on the subsequent concrete (under load and also when the ram pile parts are driven in). There is always pressure towards the pile center through the sloping end wall 15, so that no concrete parts can break out, as is the case e.g. is the case with a flat end wall and with arrangement of stiffening ribs etc.
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)
- Connector Housings Or Holding Contact Members (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT2837/83 | 1983-08-04 | ||
AT0283783A AT388010B (de) | 1983-08-04 | 1983-08-04 | Verbindungsanordnung zwischen einzelnen teilen eines bewehrten rammpfahles |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0135716A1 true EP0135716A1 (fr) | 1985-04-03 |
EP0135716B1 EP0135716B1 (fr) | 1986-11-12 |
Family
ID=3541076
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP84108956A Expired EP0135716B1 (fr) | 1983-08-04 | 1984-07-27 | Dispositif de liaison entre les parties séparées d'un pieu batter armé |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0135716B1 (fr) |
AT (1) | AT388010B (fr) |
DE (1) | DE3461314D1 (fr) |
FI (1) | FI74763C (fr) |
NO (1) | NO162573C (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20150345096A1 (en) * | 2013-08-21 | 2015-12-03 | Chin Chai Ong | End plate for concrete piles |
CN115324045A (zh) * | 2022-09-15 | 2022-11-11 | 郑州大学 | 一种混合配筋预应力管桩接桩组件 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2013953A1 (de) * | 1969-03-28 | 1970-10-08 | AB Järnförädling, Hälleforsnäs (Schweden) | Pfahlverb i ndung |
DE2645364A1 (de) * | 1975-10-07 | 1977-04-14 | Paraisten Kalkki Oy | Verbindungsvorrichtung fuer konstruktionsteile, wie beispielsweise betonpfaehle |
US4124233A (en) * | 1977-05-04 | 1978-11-07 | Vetco, Inc. | Rigid pipe connector with lock ring and method of making the same |
US4362417A (en) * | 1979-05-11 | 1982-12-07 | Markku Vesa | Extension joint for concrete piles |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1288088A (fr) * | 1969-07-17 | 1972-09-06 | ||
US3930373A (en) * | 1973-05-21 | 1976-01-06 | Roy Asserback | Reinforced concrete pile and a method of manufacturing such a pile |
SE376638B (fr) * | 1973-05-21 | 1975-06-02 | L Wahman | |
GB1473854A (en) * | 1974-03-14 | 1977-05-18 | Wests Piling Construct | Pile connecting devices |
FI63617C (fi) * | 1976-06-23 | 1983-07-11 | Laine V M | Anordning foer sammafogning av konstruktionselement |
AT357478B (de) * | 1976-06-03 | 1980-07-10 | Silvander Frank Otto | Verriegelbare verbindungseinrichtung fuer betonpfeiler |
AT357947B (de) * | 1978-11-30 | 1980-08-11 | Naegele & Co Bau | Verbindungsanordnung zwischen einzelnen teilen eines rammpfahles |
-
1983
- 1983-08-04 AT AT0283783A patent/AT388010B/de not_active IP Right Cessation
-
1984
- 1984-07-27 DE DE8484108956T patent/DE3461314D1/de not_active Expired
- 1984-07-27 EP EP84108956A patent/EP0135716B1/fr not_active Expired
- 1984-08-03 NO NO843127A patent/NO162573C/no unknown
- 1984-08-03 FI FI843080A patent/FI74763C/fi not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2013953A1 (de) * | 1969-03-28 | 1970-10-08 | AB Järnförädling, Hälleforsnäs (Schweden) | Pfahlverb i ndung |
DE2645364A1 (de) * | 1975-10-07 | 1977-04-14 | Paraisten Kalkki Oy | Verbindungsvorrichtung fuer konstruktionsteile, wie beispielsweise betonpfaehle |
US4124233A (en) * | 1977-05-04 | 1978-11-07 | Vetco, Inc. | Rigid pipe connector with lock ring and method of making the same |
US4362417A (en) * | 1979-05-11 | 1982-12-07 | Markku Vesa | Extension joint for concrete piles |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20150345096A1 (en) * | 2013-08-21 | 2015-12-03 | Chin Chai Ong | End plate for concrete piles |
US9739024B2 (en) * | 2013-08-21 | 2017-08-22 | Chin Chai Ong | End plate for concrete piles |
CN115324045A (zh) * | 2022-09-15 | 2022-11-11 | 郑州大学 | 一种混合配筋预应力管桩接桩组件 |
Also Published As
Publication number | Publication date |
---|---|
NO162573B (no) | 1989-10-09 |
FI843080A (fi) | 1985-02-05 |
DE3461314D1 (en) | 1987-01-02 |
ATA283783A (de) | 1988-09-15 |
NO843127L (no) | 1985-02-05 |
NO162573C (no) | 1990-01-17 |
FI74763B (fi) | 1987-11-30 |
AT388010B (de) | 1989-04-25 |
FI74763C (fi) | 1988-03-10 |
FI843080A0 (fi) | 1984-08-03 |
EP0135716B1 (fr) | 1986-11-12 |
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