EP3029205B1 - Rammpfahl mit einem im wesentlichen zylindrischen schaft - Google Patents

Rammpfahl mit einem im wesentlichen zylindrischen schaft Download PDF

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Publication number
EP3029205B1
EP3029205B1 EP15002971.8A EP15002971A EP3029205B1 EP 3029205 B1 EP3029205 B1 EP 3029205B1 EP 15002971 A EP15002971 A EP 15002971A EP 3029205 B1 EP3029205 B1 EP 3029205B1
Authority
EP
European Patent Office
Prior art keywords
pile
driven
socket
driven pile
set forth
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
EP15002971.8A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3029205A1 (de
Inventor
Roland Satlow
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.)
Filing date
Publication date
Application filed by Tiroler Rohre GmbH filed Critical Tiroler Rohre GmbH
Priority to RS20180590A priority Critical patent/RS57243B1/sr
Priority to SI201530306T priority patent/SI3029205T1/en
Priority to PL15002971T priority patent/PL3029205T3/pl
Publication of EP3029205A1 publication Critical patent/EP3029205A1/de
Application granted granted Critical
Publication of EP3029205B1 publication Critical patent/EP3029205B1/de
Priority to HRP20181034TT priority patent/HRP20181034T8/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E02D5/22—Piles
    • E02D5/24—Prefabricated piles
    • E02D5/28—Prefabricated piles made of steel or other metals
    • 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
    • E02D5/526—Connection means between pile 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
    • E02D5/22—Piles
    • E02D5/24—Prefabricated piles
    • 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
    • E02D5/24—Prefabricated piles
    • E02D5/28—Prefabricated piles made of steel or other metals
    • E02D5/285—Prefabricated piles made of steel or other metals tubular, e.g. prefabricated from sheet pile elements
    • 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
    • E02D5/24—Prefabricated piles
    • E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
    • 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
    • E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
    • 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
    • E02D5/22—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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02—Placing by driving

Definitions

  • the invention relates to a driven pile, with a substantially cylindrical shank, wherein the shank forms a first pile end and a second pile end, wherein a sleeve is arranged on the pile pile in the region of the second pile end, wherein the sleeve or the pile pile in the region of the second pile end a Stop has, so that a further pile pile with a first pile end can be inserted up to a maximum insertion depth defined by the stop.
  • Rammpfähle of the type mentioned already belong to the prior art and are for example in the WO 2013026510 A1 or in the US 4,569,617 A shown. Piles are driven into the ground by a pile driver. As background one understands for example the soil.
  • the first pile was driven into the ground, another pile can be inserted into the upper end of the driven pile.
  • force which also takes place by the piling, the further pile is connected to the first pile pile.
  • This connection is made in the prior art by friction and adhesion.
  • the force for separating two or more driven piles is greater than the initial joining force applied by the piling device.
  • the tensile force that can take up the rammed pile piles, too small for some applications.
  • An increase in this tensile force over a value of the joining force applied for joining is only possible with difficulty.
  • Other systems for example, incorporate additional components, such as spreaders, to increase traction between the individual piles by widening the tip of the pile piles. In this case, however, cracks can occur, which in turn generate problems with respect to the tensile force and stability of the associated driven piles and complicate the system.
  • the object of the invention is to avoid the disadvantages described above and to provide an improved over the prior art driven pile.
  • the sleeve and / or the pile pile in the interior of the second pile end forms or form at least one undercut extending at least substantially up to the stop ensures that after the insertion and ramming of another pile pile under the action of force, this becomes due to the Undercut with the previously driven Rammpfahl positively connects. Due to this connection, the arrangement of interconnected piles can absorb very high tensile forces compared to the prior art. There are also no other components, such as spreading, necessary.
  • the Fig. 1 shows two piles 1 (not fully awarded) in a sectional view.
  • the driven piles 1 are made of a substantially cylindrical shaft 2 is formed, which forms a first pile end 1a and a second pile end 1b.
  • the first pile end 1a in the sleeve 3 of another pile 1.
  • the first pile end 1a is thereby driven into the sleeve 3 to the stop 9.
  • the socket 3 has a substantially constant socket wall thickness WMcon. Starting from the second pile end 1b along the maximum insertion depth T, which is defined by the stop 9, the sleeve wall thickness changes from the constant sleeve wall thickness WMcon into the variable sleeve wall thickness WMvar.
  • This change in wall thickness results in an undercut 8 which extends at a maximum angle ⁇ in the interior of the sleeve 3 from between 1.5 ° and 3 ° measured to a longitudinal axis L.
  • this undercut 8 is formed by changing the cross section of the sleeve 3 from a substantially circular cross section Qk at the second pile end 1b to a cross section Qa different from the circular cross section Qk located at the inner stopper 9.
  • a section AA is shown, which in the Fig. 2b is explained in more detail and shows the change in cross section from cross section Qk to Qa in the plan view.
  • the substantially tubular formed pile pile 1 with its shaft 2 has, at least along its maximum insertion depth T, starting from the first pile end 1a, a substantially constant shaft wall thickness Ws.
  • This shaft wall thickness Ws is less than the sleeve wall thickness WMvar and WMcon in this embodiment. Due to the lower skirt wall thickness Ws, the shank 2 is deformed and not the area of the sleeve 3, which is formed by the stronger sleeve wall thicknesses WMvar and WMcon. In other words, the driven pile 1 is easier to deform at least in the region along the insertion depth T due to the lower shaft wall thickness Ws and / or a softer material structure than the remaining region of the driven pile 1.
  • the material from which the pile pile 1 is made is at least partially , preferably completely ductile cast steel or ductile cast iron.
  • the stop 9 is a contact surface which is substantially perpendicular to the longitudinal axis L of the driven pile 1 as a kind Shoulder is formed.
  • the first pile end 1a can not penetrate deeper into the pile pile 1 in contact with the stop 9.
  • the shaft 2 in the region of the undercut 8 must adapt to the contour thereof. This occurs along the insertion depth T. This results in a very gentle, uniform deformation of a round cross-section to a cross section with several or even only one undercut 8.
  • the careful, uniform deformation ensures that no cracks in the shaft 2 form.
  • piles 1 can be anchored to one another in a suitable substrate without the use of additional components or, if necessary, also individually.
  • the Fig. 2a shows the second pile end 1b of the sleeve 3.
  • the sleeve wall thickness is constant in the region of the second pile end 1b.
  • the circular cross section Qk thus forms a constant sleeve wall thickness WMcon.
  • the first pile end 1a of a further pile 1 is subsequently introduced inside, until it reaches the abutment 9 under the action of force and is compressed there.
  • the first pile end 1a is in the Fig. 2a Not shown.
  • the Fig. 2b shows the section AA, which in the Fig. 1 was drawn in the side view of the arrangement of two piles 1. From the in the Fig. 2a shown constant sleeve wall thickness WMcon with increasing insertion depth T (in Fig. 1 visible) the variable sleeve wall thickness WMvar.
  • the undercut 8 is formed.
  • the undercut 8 is generated by a trilobular.
  • the cross section Qa deviating from a substantially circular cross section Qk is formed by the shape of a trilobular, whereby three undercut regions 8a, 8b, 8c are formed by the trilobular.
  • a cross-sectional shape other than a trilobular is also possible in the production of at least one undercut 8.
  • the end of the Undercut 8 in the interior of the sleeve 3 and / or the driven pile 1 is formed by the stop 9.
  • the variable sleeve wall thickness WMvar may be both greater than or less than the constant sleeve wall thickness WMcon. It is thereby achieved that when driving in the first pile end 1a, the diameter of the shank 2 is partially stretched and also compressed. As a result, the circumference of the shank 2 is completely retained in the compression of the shank 2 in the region of the undercut 8, even if the diameter of the shank 2 expands in sections and is reduced elsewhere. By this deformation of the circular cross-section z. B.
  • the Fig. 3a shows sections of a pile pile 1, which is placed with its first pile end 1a above the second pile end 1b of another pile pile 1 with a sleeve 3. Visible is the undercut 8 and the stopper 9.
  • the shank diameter DSA of the shank 2 is almost the same as the opening cross section of the sleeve 3 at the second pile end 1b.
  • the Fig. 3b shows how the shaft 2 of the pile 1 is inserted into the sleeve 3 of another pile pile 1.
  • the shaft 2 begins to adapt to the inner wall of the sleeve 3. A slight change in the cross section or a change in sections of the shank diameter DSA on the shaft 2 begins.
  • Fig. 3c It is shown how the shaft 2 of the pile 1 was placed in the sleeve 3 of another pile pile 1.
  • the shank diameter DSA ' has adapted in sections to the internal dimensions of the sleeve 3. Due to the compression of the shaft 2 by the interaction of the stop 9 and the undercut 8, the shaft diameter DSA is adapted Shank diameter DSA 'enlarged or reduced.
  • a filler 10 preferably concrete or concrete emulsion is introduced to prevent after curing of the filler 10, a subsequent recovery deformation of the shaft 2 under tensile load.

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)
  • Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
EP15002971.8A 2014-12-05 2015-10-16 Rammpfahl mit einem im wesentlichen zylindrischen schaft Active EP3029205B1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
RS20180590A RS57243B1 (sr) 2014-12-05 2015-10-16 Šip sa suštinski cilindričnim telom
SI201530306T SI3029205T1 (en) 2014-12-05 2015-10-16 A catcher with a substantially cylindrical stem
PL15002971T PL3029205T3 (pl) 2014-12-05 2015-10-16 Wbijany pal z w zasadzie cylindrycznym trzonem
HRP20181034TT HRP20181034T8 (hr) 2014-12-05 2018-07-04 Zabijeni pilot s uglavnom cilindričnim trupom

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATA879/2014A AT516162B1 (de) 2014-12-05 2014-12-05 Rammpfahl mit einem im Wesentlichen zylindrischen Schaft

Publications (2)

Publication Number Publication Date
EP3029205A1 EP3029205A1 (de) 2016-06-08
EP3029205B1 true EP3029205B1 (de) 2018-04-11

Family

ID=54337084

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15002971.8A Active EP3029205B1 (de) 2014-12-05 2015-10-16 Rammpfahl mit einem im wesentlichen zylindrischen schaft

Country Status (13)

Country Link
US (1) US9593458B2 (da)
EP (1) EP3029205B1 (da)
AT (1) AT516162B1 (da)
CY (1) CY1120853T1 (da)
DK (1) DK3029205T3 (da)
ES (1) ES2675935T3 (da)
HR (1) HRP20181034T8 (da)
HU (1) HUE037767T2 (da)
PL (1) PL3029205T3 (da)
PT (1) PT3029205T (da)
RS (1) RS57243B1 (da)
SI (1) SI3029205T1 (da)
TR (1) TR201808329T4 (da)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111648352B (zh) * 2020-06-23 2024-12-03 中国建筑西南勘察设计研究院有限公司 一种嵌套连接管桩结构
CA3184038C (en) * 2022-12-15 2025-05-20 John Lawrie, Inc. CONNECTION FOR DRIVEN STEEL TUBE PILES AND MANUFACTURING METHOD
CN116856558A (zh) * 2023-07-20 2023-10-10 广州天行机械接头有限公司 弹性套筒、连接结构及建筑连接系统
CN116927351B (zh) * 2023-07-20 2026-04-14 广州天行机械接头有限公司 连接结构及建筑连接系统
US12421683B1 (en) 2024-08-29 2025-09-23 John Lawrie, Inc. Coupler for coupling driven steel pipe piles

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1507138A (en) * 1924-01-08 1924-09-02 Pierce Leon Pipe union
US3724223A (en) * 1970-11-27 1973-04-03 C Pepe One piece, drive fit, closure cap and sleeve for piles
SE458863B (sv) * 1979-12-19 1989-05-16 Gustavsberg Ab Paalkonstruktion
DE102004031045A1 (de) * 2004-06-25 2006-01-26 Stefan Henke Fitting
JP2007120122A (ja) * 2005-10-27 2007-05-17 Sekkeishitsu Soil:Kk パイプの接続具
AT510951B1 (de) 2011-08-23 2012-08-15 Duktus S A Pfahl mit einem im wesentlichen zylindrischen schaft

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
HUE037767T2 (hu) 2018-09-28
SI3029205T1 (en) 2018-08-31
CY1120853T1 (el) 2020-05-29
DK3029205T3 (da) 2018-06-25
AT516162A4 (de) 2016-03-15
AT516162B1 (de) 2016-03-15
PL3029205T3 (pl) 2018-09-28
HRP20181034T8 (hr) 2021-11-12
PT3029205T (pt) 2018-06-15
TR201808329T4 (tr) 2018-07-23
HRP20181034T1 (hr) 2018-08-24
EP3029205A1 (de) 2016-06-08
US9593458B2 (en) 2017-03-14
ES2675935T3 (es) 2018-07-13
RS57243B1 (sr) 2018-07-31
US20160160466A1 (en) 2016-06-09

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