EP2839083B9 - Rammspitze für pfahl - Google Patents

Rammspitze für pfahl Download PDF

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Publication number
EP2839083B9
EP2839083B9 EP13716208.7A EP13716208A EP2839083B9 EP 2839083 B9 EP2839083 B9 EP 2839083B9 EP 13716208 A EP13716208 A EP 13716208A EP 2839083 B9 EP2839083 B9 EP 2839083B9
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EP
European Patent Office
Prior art keywords
drive point
pile
set forth
driving
concrete
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.)
Active
Application number
EP13716208.7A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2839083A1 (de
EP2839083B1 (de
Inventor
Jérôme COULON
Hermann Mutschlechner
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.)
Tiroler Rohre GmbH
Original Assignee
Tiroler Rohre GmbH
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.)
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Publication date
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Application filed by Tiroler Rohre GmbH filed Critical Tiroler Rohre GmbH
Priority to PL13716208T priority Critical patent/PL2839083T3/pl
Priority to DE502013008877.4A priority patent/DE502013008877C5/de
Priority to SI201330959T priority patent/SI2839083T1/en
Priority to HRP20180297TT priority patent/HRP20180297T1/hr
Publication of EP2839083A1 publication Critical patent/EP2839083A1/de
Publication of EP2839083B1 publication Critical patent/EP2839083B1/de
Application granted granted Critical
Publication of EP2839083B9 publication Critical patent/EP2839083B9/de
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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 Rammspitzen are 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 and is completed upon reaching the final depth of the pile foundation.
  • 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 ram point can be plugged onto a pile end of the pile pile.
  • concrete mortar or another suitable injection material can be introduced into the annular space between the outer diameter of the ramming tip and the outer diameter of the driven pile during ramming, without corresponding cuts or openings having to be made in the jacket of the driven pile.
  • 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. If an outer diameter of the ram tip in the driving direction substantially continuously reduced, a pile foundation with the use of a proposed Rammrade can be particularly easily rammed. Of course, however, it can also be provided that the outside diameter of the ram tip is essentially constant along its extension in the direction of insertion.
  • 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 equidistant to 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.
  • At the Rammrade at least a second support web is arranged with a second bearing surface for an end face of a pile end, in Einrammcardi the distance of the second bearing surface from the edge of the ram tip is greater than the distance of the first bearing surface from the edge of the ram tip.
  • the 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. 1 a shows a longitudinal section of a proposed Rammspitze 1 along a Einrammutter E and Fig. 1b 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 Rammspitze 1 decreases in the direction of its end truncated cone, whereby the ramming of a pile foundation with plugged Rammrade 1 is facilitated.
  • 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.
  • the driven pile 2 in Einrammutter E so far attached to the Rammrade 1 be until the end face 8 of the pile pile 2 rests against the first bearing surfaces 7 of the first support webs 6.
  • the maximum insertion depth of the driven pile 2 in Einrammutter E results from the distance T from the upper edge 11 of the Rammrade 1 to the plane of the first bearing surfaces. 7
  • 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. 1b shows the Rammrade 1 the Fig. 1 a in a cross-sectional view along section line AA 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 extends in each case over a diaper area of 80 ° and the three circular arcs 12 are arranged distributed uniformly along an imaginary circle.
  • each 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 5.
  • Fig. 2a shows a possible development of a Rammspitze 1 according to 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 7 '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 11 of Rammspitze 1 is greater than the distance T of the first bearing surfaces 7 from the edge 11 of Rammrade 1.
  • both bearing surfaces 7, 7 'in the same Lie flat In this case, only the width of a bearing surface 7, 7 'in the radial direction would need to be chosen so large that it is suitable for the entire bandwidth of the outer diameter D P , D P ' of the driven piles 2, 2 'to be used.
  • Fig. 2b shows the Rammrade 1 the Fig. 2a in a cross-sectional view along section line AA. It can be seen that the bearing surfaces 7, 7 '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 Rammspitze 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)
EP13716208.7A 2012-04-20 2013-04-12 Rammspitze für pfahl Active EP2839083B9 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
PL13716208T PL2839083T3 (pl) 2012-04-20 2013-04-12 Ostrze wbijane dla pala
DE502013008877.4A DE502013008877C5 (de) 2012-04-20 2013-04-12 Rammspitze für pfahl
SI201330959T SI2839083T1 (en) 2012-04-20 2013-04-12 Pile shoe
HRP20180297TT HRP20180297T1 (hr) 2012-04-20 2013-04-12 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 (de) 2012-04-20 2013-04-12 Rammspitze für pfahl

Publications (3)

Publication Number Publication Date
EP2839083A1 EP2839083A1 (de) 2015-02-25
EP2839083B1 EP2839083B1 (de) 2017-11-22
EP2839083B9 true EP2839083B9 (de) 2018-04-18

Family

ID=48095787

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13716208.7A Active EP2839083B9 (de) 2012-04-20 2013-04-12 Rammspitze für pfahl

Country Status (13)

Country Link
US (1) US9725865B2 (tr)
EP (1) EP2839083B9 (tr)
AT (1) AT512161B1 (tr)
DE (1) DE502013008877C5 (tr)
DK (1) DK2839083T3 (tr)
ES (1) ES2660386T3 (tr)
HR (1) HRP20180297T1 (tr)
HU (1) HUE035815T2 (tr)
PL (1) PL2839083T3 (tr)
PT (1) PT2839083T (tr)
SI (1) SI2839083T1 (tr)
TR (1) TR201802478T4 (tr)
WO (1) WO2013156126A1 (tr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
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
FI3913143T3 (fi) * 2020-05-18 2023-06-08 Rautaruukki Oyj Lyöntikärki ja järjestely
CN115030213B (zh) * 2022-05-26 2023-04-11 上海勘测设计研究院有限公司 一种适用于海上风电基桩的工装以及应用方法
AT527410B1 (de) * 2023-12-12 2025-02-15 Tiroler Rohre GmbH Zentrierhülse

Family Cites Families (31)

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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 (tr) * 1971-11-08 1976-06-01
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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
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Also Published As

Publication number Publication date
AT512161B1 (de) 2013-06-15
EP2839083A1 (de) 2015-02-25
DE502013008877C5 (de) 2026-03-26
EP2839083B1 (de) 2017-11-22
HUE035815T2 (en) 2018-05-28
SI2839083T1 (en) 2018-04-30
US20150023739A1 (en) 2015-01-22
DK2839083T3 (en) 2018-02-19
HRP20180297T1 (hr) 2018-04-20
AT512161A4 (de) 2013-06-15
PL2839083T3 (pl) 2018-05-30
WO2013156126A1 (de) 2013-10-24
US9725865B2 (en) 2017-08-08
TR201802478T4 (tr) 2018-03-21
ES2660386T3 (es) 2018-03-22
PT2839083T (pt) 2018-02-26

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