EP2839083A1 - Sabot de pointe pour pieu - Google Patents
Sabot de pointe pour pieuInfo
- Publication number
- EP2839083A1 EP2839083A1 EP13716208.7A EP13716208A EP2839083A1 EP 2839083 A1 EP2839083 A1 EP 2839083A1 EP 13716208 A EP13716208 A EP 13716208A EP 2839083 A1 EP2839083 A1 EP 2839083A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- ramming
- pile
- tip
- concrete
- ram
- 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
- 229910001018 Cast iron Inorganic materials 0.000 claims description 2
- 230000007423 decrease Effects 0.000 claims description 2
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 229910001141 Ductile iron Inorganic materials 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003313 weakening effect Effects 0.000 description 2
- 238000009750 centrifugal casting Methods 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 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
- E02D5/72—Pile shoes
-
- 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
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
-
- 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
Definitions
- the invention relates to a Rammspitze for a substantially tubular, in particular hollow cylindrical, driven pile with a pile core through which concrete can be introduced into the pile, the ram tip is attachable to a pile end of the pile, wherein on an inner wall of the Rammspitze at least a first bearing web a first bearing surface is arranged for an end face of the pile end.
- Such Ramm facilitaten be used in the construction industry for the production of pile foundations.
- the individual piles which are usually made of ductile cast iron and have predetermined lengths of, for example, five meters, are plugged into each other to produce a pile foundation.
- the piles In order to facilitate the nesting of piles and thus the extension of a pile foundation, the piles usually have a conically tapered first pile end and a second pile end formed into a sleeve.
- pile by pile can be driven into the ground, which can be produced quickly and inexpensively pile foundations of any length.
- Piles of this type are usually produced in a centrifugal casting process with a shaping rotating mold. This results in substantially cylindrical tubular piles, which are hollow inside. Depending on the type of use, these hollow cylindrical ramming piles can be filled or encased with concrete or another suitable grout after being grounded to produce a stable foundation.
- a ram tip is slipped onto the first driven pile, whose outer diameter is larger than the outer diameter of the driven pile.
- an annular space can be generated during ramming, which can be filled up by a compression with the injection material or concrete.
- a pumpable concrete mortar which usually has a grain size of up to 4 mm, is conveyed through the hollow pile core of the driven pile to the pile base and pressed into the ground at the ramming point.
- the concrete grouting takes place simultaneously with the pile pile pile
- the object of the invention is to provide an improved Rammspitze can be made with the pile foundations while avoiding the disadvantages described above.
- the ramming point has, starting from the plane of the first support surface, a cavity extending at least partially in the insertion direction into which concrete can be introduced through the pile core when the driven pile is plugged in, wherein at least one concrete outlet channel is provided which carries the hollow space connects to an upper edge of the Rammspitze.
- the Rammpfahl need not be manipulated when using a Rammspitze according to the invention, whereby no unwanted weakening of the pipe cross-section of the driven pile takes place.
- the ram point at least partially, preferably completely, made of cast iron and has a substantially rotationally symmetrical outer shape, wherein the axis of rotation extends substantially in Einrammraum.
- the at least one first support web is formed in cross-section to the Einrammutter as a circular segment or annulus segment. It is advantageous if a circular arc of the circular segment or annulus segment extends over less than 340 °, preferably over 40 ° to 120 °, more preferably over 70 ° to 90 °.
- a plurality of concrete outlet channels preferably three concrete outlet channels, is or are provided.
- two concrete outlet channels of the plurality of concrete outlet channels are arranged in cross section to the Einrammcardi along the inner wall of the Rammspitze substantially equidistantly from each other.
- the concrete outlet channels can also be arranged along the inner wall of the Rammspitze that they have irregular distances from one another.
- At least one radially inwardly projecting supporting device may be provided on the inner wall.
- the at least one radially inwardly projecting support device may be formed as a plurality of support ribs.
- first and second bearing surfaces lie in the same plane.
- the first and second bearing surfaces can preferably lie in a plane parallel to a cross-sectional plane transversely to the direction of insertion E.
- Fig. 1a is a longitudinal section of a proposed Rammspitze along the
- Fig. 1 b shows a cross section along section line A-A of Rammexcellent
- Fig. 2a shows a longitudinal section of another proposed Rammspitze with two different bearing surfaces for two piles with different outer diameters
- FIG. 2b shows a cross section along section line AA
- Rammspitze of Fig. 2a. 1a shows a longitudinal section of a proposed ram point 1 along a Einrammcardi E and Fig. 1 b shows a cross section along section line AA.
- the Rammspitze 1 is made in one piece in this example and is made of ductile cast iron.
- the outer shape of the Rammspitze 1 is rotationally symmetrical with respect to the rotation axis R formed.
- the Rammspitze 1 has an outer diameter D which is greater than an outer diameter D P of a pinned Rammpfahls 2.
- the outer diameter D of Rammrade 1 decreases in the direction of its end truncated cone, whereby the ramming of a pile foundation with plugged Rammspitze 1 is facilitated.
- From the inner wall 5 of the Rammrade 1 are opposite the Einrammutter E from a plurality of first support webs 6, each having a first bearing surface 7.
- the first bearing surfaces 7 of the first support webs 6 lie in one plane and form a defined stop for the end face 8 of a pile end 4 of a pinned Rammpfahls 2.
- a cavity 9 is formed in the Rammspitze 1, which extends in Einrammcardi E. Between the cavity 9 and the upper edge 11 of the Rammrade 1 three concrete outlet channels 10 are formed in this example. This makes it possible that in the production of a pile foundation concrete mortar, which is introduced through the pile core 3 of the driven pile 2 and penetrates via the end face 8 in the cavity 9, passes through the concrete outlet channels 10 to the outer wall of the driven pile 2 and thus the production of a Mantelverpressung allows.
- Fig. 1 b shows the Rammspitze 1 of Fig. 1a in a cross-sectional view along section line A-A of Fig. 1 a.
- the stop arranged at a distance T from the upper edge 11 of the ramming tip 1 in the direction of insertion E for the end face 8 of the driven pile 2 is formed by a total of three first bearing surfaces 7.
- Each of the three first support webs 6 is formed in cross section to the Einrammcardi E as a circular ring segment.
- the circular arc 12 of each circular segment each extends over an angular range of 80 ° and the three circular arcs 12 are arranged distributed uniformly along an imaginary circle.
- a concrete outlet channel 10 is arranged between each two first support webs 6, a concrete outlet channel 10 is arranged.
- two concrete outlet channels 10 along the inner wall 5 of the Rammspitze 1 are arranged substantially at equal distances from each other.
- each concrete outlet channel 10 extends over a Angular range of 40 °.
- a plurality of support ribs are arranged as supporting devices 13 on the inner wall 5.
- Fig. 2a shows a possible development of a Rammspitze 1 of FIG. 1 a.
- this embodiment additionally has second support webs 6 'for a second driven pile 2' with a different outer diameter D P 'relative to the driven pile 2.
- Each second support web 6 ' has a second bearing surface 7', wherein the sum of the second bearing surfaces T forms a defined stop for the end face 8 'of the second driven pile 2'.
- the distance T of the second bearing surfaces 7 'from the edge 1 1 of the Rammrade 1 is greater than the distance T of the first bearing surfaces 7 from the edge 1 1 of Rammrade first
- both bearing surfaces 7, 7 'to lie in the same plane. In this case, only the width of a support surface 7, 7 'in the radial direction would be so large that it is suitable for the entire bandwidth of the outer diameter Dp, Dp' of the driven piles 2, 2 'to be used.
- FIG. 2b shows the Rammrade 1 of Fig. 2a in a cross-sectional view along section line AA. It can be seen that the bearing surfaces 7, T corresponding to the different outer diameter D P , D P 'of the driven piles 2, 2' have a different radial distance from the axis of rotation R of the ram tip 1.
- the structural design of the Rammspitze 1 shown, however, is otherwise similar to the Rammrade 1 of Fig. 1 b.
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)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
Abstract
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI201330959T SI2839083T1 (en) | 2012-04-20 | 2013-04-12 | The tip was a pilot |
PL13716208T PL2839083T3 (pl) | 2012-04-20 | 2013-04-12 | Ostrze wbijane dla pala |
HRP20180297TT HRP20180297T1 (hr) | 2012-04-20 | 2018-02-16 | Vrh stope pilota |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA485/2012A AT512161B1 (de) | 2012-04-20 | 2012-04-20 | Rammspitze für einen im Wesentlichen rohrförmigen, insbesondere hohlzylindrischen, Rammpfahl |
PCT/EP2013/001069 WO2013156126A1 (fr) | 2012-04-20 | 2013-04-12 | Sabot de pointe pour pieu |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2839083A1 true EP2839083A1 (fr) | 2015-02-25 |
EP2839083B1 EP2839083B1 (fr) | 2017-11-22 |
EP2839083B9 EP2839083B9 (fr) | 2018-04-18 |
Family
ID=48095787
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13716208.7A Active EP2839083B9 (fr) | 2012-04-20 | 2013-04-12 | Pointe d'un pieu |
Country Status (12)
Country | Link |
---|---|
US (1) | US9725865B2 (fr) |
EP (1) | EP2839083B9 (fr) |
AT (1) | AT512161B1 (fr) |
DK (1) | DK2839083T3 (fr) |
ES (1) | ES2660386T3 (fr) |
HR (1) | HRP20180297T1 (fr) |
HU (1) | HUE035815T2 (fr) |
PL (1) | PL2839083T3 (fr) |
PT (1) | PT2839083T (fr) |
SI (1) | SI2839083T1 (fr) |
TR (1) | TR201802478T4 (fr) |
WO (1) | WO2013156126A1 (fr) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE1023258B1 (nl) * | 2016-03-15 | 2017-01-13 | Proferro Nv | Een tip voor een funderingspaal. |
US10047490B2 (en) * | 2016-06-28 | 2018-08-14 | Tiroler Rohre GmbH | Drive point for a pile |
US10240314B2 (en) * | 2017-06-16 | 2019-03-26 | William Eugene Hodge | Apparatus and method to enhance the utility of hydrodynamic compaction machine |
CN109580374A (zh) * | 2019-01-03 | 2019-04-05 | 同济大学 | 评定含承压水砂层地下连续墙成槽稳定性离心模型试验装置 |
DK3913143T3 (da) * | 2020-05-18 | 2023-06-12 | Rautaruukki Oyj | Drivpunkt og arrangement |
Family Cites Families (31)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1352128A (en) * | 1915-09-01 | 1920-09-07 | Lawrence Mcguire | Concrete pile construction |
US1366460A (en) * | 1920-01-17 | 1921-01-25 | Clarence S Howell | Pile |
US1844871A (en) * | 1930-03-18 | 1932-02-09 | Schmedes George Peter | Driving point for piles and method of forming driven piles |
US2016250A (en) * | 1933-02-28 | 1935-10-01 | Joseph Liberman | Blasting apparatus |
US2146645A (en) * | 1936-01-27 | 1939-02-07 | William J Newman | Foundation construction |
US2562860A (en) * | 1947-04-19 | 1951-07-31 | Dougherty J J | Shoe or tip for wooden piles |
US2797466A (en) * | 1951-08-23 | 1957-07-02 | Lidberg Artur Robert | Improved mould for moulding concrete poles and the like |
GB770612A (en) * | 1955-06-27 | 1957-03-20 | Mueller Ludwig | Improvements in or relating to piles |
US3194328A (en) * | 1962-10-15 | 1965-07-13 | Foundation Specialties Inc | Pile driving hammer and boulder breaker, rock seating tool |
US3306054A (en) * | 1964-08-24 | 1967-02-28 | John J Dougherty | Skirt type pile driving point |
US3333428A (en) * | 1964-10-19 | 1967-08-01 | John J Dougherty | Open end cutting shoe |
US3362171A (en) * | 1965-10-22 | 1968-01-09 | C W Blakeslee & Sons Inc | Method of forming a pile for building construction purposes and the product thereof |
DE1914554C3 (de) * | 1968-03-21 | 1978-10-12 | Kabushiki Kaisha Takenaka Komuten, Osaka (Japan) | Verfahren zum Abdichten von Bodenformationen und Tiefbaukonstruktionen |
US3690109A (en) * | 1970-03-16 | 1972-09-12 | Lee A Turzillo | Method and means for producing pile or like structural columns in situ |
US3807184A (en) * | 1970-03-16 | 1974-04-30 | L Turzillo | Method and means for producing pile or like structural columns in situ |
JPS5117204B2 (fr) * | 1971-11-08 | 1976-06-01 | ||
US3869869A (en) * | 1973-11-26 | 1975-03-11 | Chen Paul Chuan Pao | Piling system |
US3973409A (en) * | 1974-07-05 | 1976-08-10 | Kabushiki Kaisha Takechi Koumusho | Apparatus for establishing an anchor |
JPS587022A (ja) * | 1981-07-03 | 1983-01-14 | 林 ▲あ▼哲 | 杭打設工法およびその装置 |
US5018905A (en) * | 1985-12-11 | 1991-05-28 | Kinder William D | Foundation shoring method and means |
DE3419517C2 (de) * | 1984-05-25 | 1993-09-30 | Zueblin Ag | Verfahren zum unterirdischen Einbau von Rohrleitungen und Vorrichtung zur Durchführung des Verfahrens |
US4685834A (en) * | 1986-07-02 | 1987-08-11 | Sunohio Company | Splay bottom fluted metal piles |
AU1323995A (en) * | 1994-01-06 | 1995-08-01 | Roxbury Limited | Improvements in or relating to apparatus for use in forming piles |
GB2364728B (en) * | 1998-05-16 | 2002-12-04 | Duncan Cuthill | Method of and apparatus for installing a pile underwater to create a mooring anchorage |
US6814525B1 (en) * | 2000-11-14 | 2004-11-09 | Michael Whitsett | Piling apparatus and method of installation |
US7004684B2 (en) * | 2002-12-06 | 2006-02-28 | Geotechnical Reinforcement, Inc. | Method for construction of piers in soil and a pier construction |
US7338233B2 (en) * | 2003-12-18 | 2008-03-04 | Barrett Robert K | Soil nail and method of installing a subsurface support |
US6951437B2 (en) * | 2004-02-20 | 2005-10-04 | Hall David B | Foundation support system and method |
CN100478525C (zh) * | 2004-11-12 | 2009-04-15 | 丁锦良 | 一种复合管桩基础的施工方法 |
US8602689B1 (en) * | 2011-06-03 | 2013-12-10 | Heli-Crete “Eco-Friendly” Piling Systems, Llc | Retractable nose cone system and method for forming reinforced concrete pilings and/or an electrical grounding system |
US9598833B2 (en) * | 2011-08-26 | 2017-03-21 | American Piledriving Equipment, Inc. | Apparatus and methods for pipe piling placement with continuous grouting |
-
2012
- 2012-04-20 AT ATA485/2012A patent/AT512161B1/de not_active IP Right Cessation
-
2013
- 2013-04-12 DK DK13716208.7T patent/DK2839083T3/en active
- 2013-04-12 ES ES13716208.7T patent/ES2660386T3/es active Active
- 2013-04-12 PT PT137162087T patent/PT2839083T/pt unknown
- 2013-04-12 SI SI201330959T patent/SI2839083T1/en unknown
- 2013-04-12 EP EP13716208.7A patent/EP2839083B9/fr active Active
- 2013-04-12 PL PL13716208T patent/PL2839083T3/pl unknown
- 2013-04-12 HU HUE13716208A patent/HUE035815T2/en unknown
- 2013-04-12 WO PCT/EP2013/001069 patent/WO2013156126A1/fr active Application Filing
- 2013-04-12 TR TR2018/02478T patent/TR201802478T4/tr unknown
-
2014
- 2014-10-08 US US14/509,369 patent/US9725865B2/en active Active
-
2018
- 2018-02-16 HR HRP20180297TT patent/HRP20180297T1/hr unknown
Non-Patent Citations (1)
Title |
---|
See references of WO2013156126A1 * |
Also Published As
Publication number | Publication date |
---|---|
HRP20180297T1 (hr) | 2018-04-20 |
PT2839083T (pt) | 2018-02-26 |
HUE035815T2 (en) | 2018-05-28 |
DK2839083T3 (en) | 2018-02-19 |
AT512161B1 (de) | 2013-06-15 |
US9725865B2 (en) | 2017-08-08 |
WO2013156126A1 (fr) | 2013-10-24 |
SI2839083T1 (en) | 2018-04-30 |
EP2839083B1 (fr) | 2017-11-22 |
US20150023739A1 (en) | 2015-01-22 |
ES2660386T3 (es) | 2018-03-22 |
TR201802478T4 (tr) | 2018-03-21 |
AT512161A4 (de) | 2013-06-15 |
PL2839083T3 (pl) | 2018-05-30 |
EP2839083B9 (fr) | 2018-04-18 |
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