EP1698733A1 - Paroi métallique constituée de palplanches - Google Patents

Paroi métallique constituée de palplanches Download PDF

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Publication number
EP1698733A1
EP1698733A1 EP05002205A EP05002205A EP1698733A1 EP 1698733 A1 EP1698733 A1 EP 1698733A1 EP 05002205 A EP05002205 A EP 05002205A EP 05002205 A EP05002205 A EP 05002205A EP 1698733 A1 EP1698733 A1 EP 1698733A1
Authority
EP
European Patent Office
Prior art keywords
sheet pile
lock
elements
pile wall
wall 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
Application number
EP05002205A
Other languages
German (de)
English (en)
Other versions
EP1698733B1 (fr
Inventor
Richard Heindl
Rob R. Wendt
Georg Wall
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.)
Steelwall Ish GmbH
Original Assignee
PilePro LLC
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=34933568&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1698733(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by PilePro LLC filed Critical PilePro LLC
Priority to EP05002205A priority Critical patent/EP1698733B1/fr
Priority to DE502005010168T priority patent/DE502005010168D1/de
Priority to AT05002205T priority patent/ATE479798T1/de
Priority to PCT/EP2006/000879 priority patent/WO2006082040A1/fr
Priority to MX2007009315A priority patent/MX2007009315A/es
Priority to BRPI0606559-7A priority patent/BRPI0606559A2/pt
Priority to CA002596647A priority patent/CA2596647A1/fr
Priority to EA200701637A priority patent/EA016081B1/ru
Priority to CN200680009749.6A priority patent/CN101146960B/zh
Priority to US11/346,013 priority patent/US7387471B2/en
Publication of EP1698733A1 publication Critical patent/EP1698733A1/fr
Publication of EP1698733B1 publication Critical patent/EP1698733B1/fr
Application granted granted Critical
Revoked 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
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
    • 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
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
    • E02D5/06—Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles

Definitions

  • the invention relates to a combination sheet pile wall according to the preamble of claim 1.
  • Combi sheet pile walls of the type mentioned are known from DE 297 18 052 U1, EP 0 072 118 A1 or DE 103 8 769 A1 and are, for example, for shore protection in ports and rivers or for the support of slopes, for the establishment used by quay walls and the like.
  • the known combination sheet pile walls are formed from support elements, such as double T-beams, and these interconnecting directly connecting profiles, which should ensure an at least approximately watertight connection between the support elements.
  • the connection profiles are for this purpose equipped with lock elements which are in engagement with correspondingly formed lock elements on the support elements.
  • At least one sheet pile also called filler pile
  • filler pile is positioned between each two adjacent support elements, whereby the number of carrier elements to be used, which are decisively responsible for the resistance moment of the combination sheet pile wall , can be reduced.
  • the sheet piles are coupled together at their longitudinal edges by lock elements, such as hook or claw strips, while the sheet piles immediately adjacent to the carrier elements are connected by the connecting profiles with the support elements.
  • the connection profiles are also equipped with corresponding lock elements for this purpose.
  • combi-sheetpiles are used in which the lock elements allow large swivel angle, there is the problem that the support elements and sheet piles dodge when driving into the ground and move from their predetermined positions, so that an exact positioning of the combi-sheet pile wall is difficult.
  • the support elements are interconnected by connecting profiles whose lock elements are designed on the one hand so that a minimum pivoting of the support element is ensured with its lock element in the lock element of the connection profile in an angular range of ⁇ 3 °. This ensures that any relative movements the support elements can be balanced with each other during ramming, whereby a jumping out or loosening the mutually engaged lock elements of the connection profile and the support member or damage to the locks is effectively prevented.
  • the lock elements are designed so that a maximum allowable pivoting range of ⁇ 10 ° is predetermined, to which a relative movement of the mutually engaged lock elements of the connection profile and the support element is still allowed, so that in this way the desired, relatively accurate positioning of the combi -Bundboard is still guaranteed.
  • the pivotability of the interlocking lock elements is limited as soon as the lock elements come into contact with each other at at least two points of contact or lines of contact.
  • the permissible angle range in which the support member and standing with this engaged connection profile can be pivoted to each other to a maximum allowable angle of ⁇ 7 ° limit, while a minimum pivoting of at least ⁇ 3 ° still remains.
  • connection profile is used with so-called lobe carriers, ie double T-beams, in which a respective wedge-shaped holding section is provided at the ends of the T-beams.
  • the connecting profile as a lock element preferably has two in cross-section projecting from a central strip retaining strips, between which the carrier element with the wedge-shaped in cross-section holding portion is to introduce the first of the retaining strips this approximately at right angles from the middle strip of the Connection profile, while the second of the retaining strips projecting in the direction of the first retaining strip at an angle inclined from the central strip.
  • the distance and the course of the retaining strips to the cross-sectional shape of the wedge-shaped holding portion of the support element are designed so that the connection profile relative to the support element in an angular range of ⁇ 3 ° to ⁇ 10 °, preferably in an angular range of ⁇ 3 ° to ⁇ 7 ° pivot is.
  • the connecting profile preferably has two in cross-section protruding from a central strip, at least approximately parallel to each other retaining strips, between which Carrier element is introduced with its approximately rectangular cross-section holding portion.
  • a second lock element which engages with a formed on the sheet pile lock element.
  • the interlocking lock elements of the connection profile and the sheet pile are viewed in cross-section preferably designed such that the two lock elements in an angular range of at least ⁇ 3 ° to a maximum of ⁇ 10 °, preferably in an angular range of at least ⁇ 3 ° to a maximum of ⁇ 7 ° to each other are pivotable.
  • connection profiles for connecting the sheet piles to the support elements which are provided with a extending over the entire length of the connection profile C-shaped claw bar.
  • the C-shaped design of the claw bar of the connecting element ensures a secure hold of the claw bar engaging in the lock element of the sheet pile, for example a cross-sectionally oval head strip.
  • the lock element of the sheet pile is introduced axially when driving into the claw bar, wherein the lock element itself is partially surrounded by the claw bar, while the C-shaped design of the claw bar simultaneously allows the desired pivoting of the lock element of the sheet pile in the claw bar.
  • a sheet pile wall, in which the lock element is designed as a cross-sectionally C-shaped claw, are connected to the adjacent support elements preferably a connecting profile is used, which has a cross-sectionally oval header, in the cross-sectionally C-shaped claw strip trained lock element of the sheet pile can be used.
  • a connecting profile which has a cross-sectionally oval header, in the cross-sectionally C-shaped claw strip trained lock element of the sheet pile
  • connection profile The two basic forms described above for the lock elements of the connection profile represent only possible design forms.
  • the lock elements of the connection profile can have other cross-sectional shapes, provided the limited pivotability of the lock element of the support element or the lock element of the sheet piling is ensured in the respective lock element of the connection profile.
  • At least two sheet piles adjacently arranged next to one another can be connected to one another by a middle sliding lock, wherein the middle slide lock is provided with two lock elements which engage with lock elements which are complementary to these and which are provided on the two sheet piles.
  • the middle slide lock is provided with two lock elements which engage with lock elements which are complementary to these and which are provided on the two sheet piles.
  • the middle slide lock is preferably designed so that the lock elements of the middle slide lock and the lock elements of the two interconnected sheet piles, each engaging with each other, each in an angular range of at least ⁇ 3 ° to a maximum of ⁇ 10 °, more preferably in an angular range of at least ⁇ 3 ° to a maximum of ⁇ 7 °, are mutually pivotable.
  • the Mittelgleitsch in a particularly preferred development pointing in two opposite directions, seen in cross-section approximately C-shaped claw strips, in which the sheet piles can be hung with their lock elements.
  • the middle slide lock In order to additionally support the sheet pile wall in the region of the middle slide lock, it is further proposed to provide an additional connection strip on the middle slide lock, to which suitable support elements, such as additional T beams, can be connected to the combination sheet pile wall.
  • suitable support elements such as additional T beams
  • Fig. 1 shows a plan view of a first embodiment of a wall portion of a combi-sheet pile wall according to the invention 10.
  • the combination sheet pile wall 10 is formed in the present case of two mutually spaced lobe beams 12, between the two Z-shaped sheet piles 14 are used. Instead of the two coupled Z-shaped sheet piles 14, for example Also a single U-shaped sheet pile are used.
  • a connection profile 16 is arranged, on which the lobe support 12 is suspended with one end of one of its two T-beams 18 and the sheet pile 14 with one of its longitudinal edges.
  • the other two longitudinal edges of the sheet piles 14 are mounted on a common middle sliding lock 20.
  • Both the connection profile 16 and the center slide lock 20 have a constant cross-sectional shape when viewed in cross section and are adapted in their lengths to the lengths of the lobe supports 12 and the sheet piles 14.
  • FIG. 2 a section of the combi-sheet pile wall 10 is shown in an enlarged view, in which the lobe carrier 12 shown on the left in Fig. 1 12 with the sheet pile 14 connecting connecting section 16 is shown.
  • the connecting profile 16 has a central strip 22, one end of which projects a first retaining strip 24 at right angles. From the other end of the central strip 22 is in the same direction from a second retaining strip 26 from which extends at an angle of approximately 45 ° inclined in the direction of the first retaining strip 24 and ends at about the same height with this.
  • a triangular in cross-section receiving channel 28 is formed, which is on its side facing away from the central strip 22, tapered side open.
  • the one end of the T-bar 18 of the club carrier 12 is inserted into the receiving channel 28, the one end of the T-bar 18 of the club carrier 12 is inserted.
  • the end of the T-bar 18 is viewed in cross section to a wedge-shaped holding portion 30 extended.
  • the receiving channel 28 and the holding portion 30 are dimensioned so that the connecting profile 16 in an angular range ⁇ of at least ⁇ 3 ° and an angular range of a maximum of ⁇ 7 ° relative to the T-bar 16 is pivotally, as indicated in Fig. 2.
  • the pivotal movement ends as soon as the holding section 30 abuts in the receiving channel 28 with its outer contour on at least two lines of contact on the inner contour of the receiving channel 28.
  • a neck strip 32 from at right angles at the end of a cross-sectionally oval header 34 is formed.
  • the oval head strip 34 is received in a cross-sectionally C-shaped claw strip 36, which is formed at one end of the sheet pile 14.
  • the head strip 34 and the claw strip 36 are also designed and shaped so that the sheet pile 14 and the connection profile 16 are pivotable relative to each other at least in an angular range ⁇ of at least ⁇ 3 ° and an angular range of ⁇ 7 ° maximum, as shown in FIG. 2 is indicated.
  • the pivoting movement ends when the head strip 34 rests with its outer contour on at least two lines of contact on the inner contour of the C-shaped claw strip 36.
  • the MittelgleitS 22 is shown with the two hinged sheet piles 14 in an enlarged view.
  • the MittelgleitS 22 has two pointing in opposite directions, in cross-section C-shaped claw strips 38 which engage around each formed as a head strip 40 lock element of the two sheet piles 14.
  • the claw strips 38 of the Mittelgleitsches 22 and the head strips 40 of the two sheet piles 14 are designed and dimensioned so that the middle slide lock 22 relative to each sheet pile 14 in an angular range ⁇ of at least ⁇ 3 ° to a maximum of ⁇ 7 ° is pivotable.
  • the pivotal movement ends when the head strips 40 rest in the middle sliding lock 22 in each case on at least two lines of contact.
  • FIG. 4 shows a second exemplary embodiment of a combi sheet piling 50, which is likewise formed from two lobe beams 52 and two sheet piles 54.
  • the two Z-shaped sheet piles 54 correspond to the sheet piles 14 described above, but are installed so that in each case a head strip 56 of a sheet pile 54 with the C-shaped claw strip 58 of the other sheet pile 54 is engaged.
  • the middle sliding lock 22 described in the first exemplary embodiment can be dispensed with.
  • connection profile 60 is dimensioned so that it is relative to the lobe support 52 and relative to the sheet pile 54 in each case in an angular range ⁇ or ⁇ of at least ⁇ 3 ° to a maximum of ⁇ 7 ° pivot.
  • the other sheet pile 54 is connected to the lobe support 52 by a second connection profile 62, the structure of which will be explained in greater detail below with reference to FIG. 5.
  • the second connection profile 62 also has a central strip 64, from which a first retaining strip 66 projects at right angles, while there is a second retaining strip 68 inclined at an angle of about 45 ° to the center strip 64.
  • the two retaining strips 66 and 68 form a cross-sectionally open approximately triangular receiving channel 70 for receiving the wedge-shaped holding portion 72 of the lobe support 52.
  • a cross-sectionally C-shaped claw strip 74 On the receiving channel 70 opposite side of the central strip 64 is formed a cross-sectionally C-shaped claw strip 74, in which the head strip 56 of the second sheet pile 54 is hooked.
  • the cross-sectionally C-shaped claw strip 74 and the head strip 56 are also dimensioned and designed so that the sheet pile 56 and the second connection profile 64 in an angular range ⁇ of at least ⁇ 3 ° to a maximum of ⁇ 7 ° viewed in cross section are pivoted relative to each other can.
  • the two previously shown sections of the combi-sheet piles 10 and 50 represent only two of the many ways to connect support elements, sheet piles, connecting profiles and Mittelgleitschlösser to form combi-sheet piles together.
  • several sheet piles can be arranged between the support elements.
  • conventional connection profiles whose lock elements do not ensure sufficient pivotability can be used in combination with the connection profiles designed according to the invention. It is only essential to the invention that the lock elements of at least part of the connection profiles and the lock elements of the respective support elements or sheet piles engaged with them are designed such that the limited pivotability is given at an angle ⁇ , ⁇ , ⁇ or ⁇ within a predetermined angular range is.
  • the permissible swivel angle is in an angular range of at least ⁇ 3 ° to a maximum of ⁇ 10 °. In certain cases, if a very exact obstruction of the combi-sheet piling is desired, the swivel angle should be limited to a range of at least ⁇ 3 ° to a maximum of ⁇ 7 °.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Composite Materials (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Laminated Bodies (AREA)
EP05002205A 2005-02-02 2005-02-02 Paroi métallique constituée de palplanches Revoked EP1698733B1 (fr)

Priority Applications (10)

Application Number Priority Date Filing Date Title
EP05002205A EP1698733B1 (fr) 2005-02-02 2005-02-02 Paroi métallique constituée de palplanches
DE502005010168T DE502005010168D1 (de) 2005-02-02 2005-02-02 Kombi-Spundwand
AT05002205T ATE479798T1 (de) 2005-02-02 2005-02-02 Kombi-spundwand
CA002596647A CA2596647A1 (fr) 2005-02-02 2006-02-01 Cloison de palplanches combinee
MX2007009315A MX2007009315A (es) 2005-02-02 2006-02-01 Mampara combinada.
BRPI0606559-7A BRPI0606559A2 (pt) 2005-02-02 2006-02-01 parede de pilha de combinação
PCT/EP2006/000879 WO2006082040A1 (fr) 2005-02-02 2006-02-01 Cloison de palplanches combinee
EA200701637A EA016081B1 (ru) 2005-02-02 2006-02-01 Комбинированная шпунтовая стенка
CN200680009749.6A CN101146960B (zh) 2005-02-02 2006-02-01 组合板桩墙
US11/346,013 US7387471B2 (en) 2005-02-02 2006-02-02 Combination pile wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP05002205A EP1698733B1 (fr) 2005-02-02 2005-02-02 Paroi métallique constituée de palplanches

Publications (2)

Publication Number Publication Date
EP1698733A1 true EP1698733A1 (fr) 2006-09-06
EP1698733B1 EP1698733B1 (fr) 2010-09-01

Family

ID=34933568

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05002205A Revoked EP1698733B1 (fr) 2005-02-02 2005-02-02 Paroi métallique constituée de palplanches

Country Status (10)

Country Link
US (1) US7387471B2 (fr)
EP (1) EP1698733B1 (fr)
CN (1) CN101146960B (fr)
AT (1) ATE479798T1 (fr)
BR (1) BRPI0606559A2 (fr)
CA (1) CA2596647A1 (fr)
DE (1) DE502005010168D1 (fr)
EA (1) EA016081B1 (fr)
MX (1) MX2007009315A (fr)
WO (1) WO2006082040A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007020747A1 (de) * 2007-05-03 2008-11-13 Pilepro Llc Anordnung aus mehreren Spundwandkomponenten sowie Anschweißprofil hierfür
DE102008011795A1 (de) * 2008-02-29 2009-09-03 Contexo Ag Verbindungselement sowie Spundwand mit derartigem Verbindungselement

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US20060283139A1 (en) * 2005-06-03 2006-12-21 Georg Wall Double-T-beam for construction of combination sheet pile walls
DE102005061721A1 (de) * 2005-12-22 2007-06-28 Pilepro Llc Gebäude aus Spundbohlen
DE102008006353B4 (de) * 2008-01-28 2010-01-14 Pilepro Llc Verbindungselement zum Anschließen von Spundbohlen an Trägerelemente sowie Kombi-Spundwand mit einem derartigen Verbindungselement
DE102009022413A1 (de) * 2009-05-22 2010-11-25 Contexo Ag Vorgeformte Anschweißspundbohle sowie Anordnung aus mehreren Spundwandkomponenten mit einer derartigen Anschweißspundbohle
US20130125491A1 (en) * 2011-11-23 2013-05-23 Patrick M. Griffin Wall panel structure for a refrigerated trailer
JP6631008B2 (ja) * 2015-01-13 2020-01-15 日本製鉄株式会社 二重継手矢板
USD808783S1 (en) * 2016-03-23 2018-01-30 Richard Heindl Connecting element for sheet piles
USD808782S1 (en) * 2016-03-23 2018-01-30 Richard Heindl Connecting element for sheet piles
USD837042S1 (en) * 2017-12-12 2019-01-01 Jens Rehhahn Sheet pile
USD837043S1 (en) * 2017-12-12 2019-01-01 Jens Rehhahn Sheet pile
USD938811S1 (en) * 2019-03-26 2021-12-21 Richard Heindl Sheet pile connector
USD938810S1 (en) * 2019-03-26 2021-12-21 Richard Heindl Sheet pile connector
USD938809S1 (en) * 2019-03-26 2021-12-21 Richard Heindl Sheet pile connector
USD938267S1 (en) * 2019-03-26 2021-12-14 Richard Heindl Sheet pile connector
CA193260S (en) * 2019-09-02 2022-11-07 Heindl Richard Sheet pile connector
US11021845B1 (en) * 2019-12-02 2021-06-01 Cmi Limited Co. Sheet piling filler-corner
RU200250U1 (ru) * 2020-03-23 2020-10-14 Открытое акционерное общество "Северсталь-метиз" Система профилей для создания замкового соединения
USD938268S1 (en) * 2020-04-28 2021-12-14 Richard Heindl Sheet pile connector
CA199934S (en) 2020-06-24 2023-01-11 Heindl Richard Sheet pile component
USD947015S1 (en) 2020-07-22 2022-03-29 Richard Heindl Sheet pile connector
JP1744188S (ja) * 2021-10-04 2023-05-16 シートパイル用連結具
USD1009615S1 (en) * 2021-10-04 2024-01-02 Richard Heindl Sheet pile connector
JP1735265S (ja) 2021-10-04 2023-01-24 シートパイル用連結具
JP1744225S (ja) * 2021-10-04 2023-05-16 シートパイル用連結具
USD1024754S1 (en) 2021-10-04 2024-04-30 Richard Heindl Sheet pile connector
USD1024753S1 (en) 2021-10-04 2024-04-30 Richard Heindl Sheet pile connector
JP1744187S (ja) 2021-10-04 2023-05-16 シートパイル用連結具
JP1744224S (ja) 2021-10-04 2023-05-16 シートパイル用連結具
USD1013487S1 (en) * 2022-12-07 2024-02-06 Richard Heindl Sheet pile connector

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DE10318769A1 (de) * 2003-02-19 2004-09-23 Georg Wall Kombi-Spundwand

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FR2671602A3 (fr) * 1991-01-15 1992-07-17 Arbed Procede de fabrication d'elements de parois metalliques constituees de palplanches et/ou de poutrelles agrafees lateralement, elements realises par ce procede et parois constituees de ces elements.
DE29718052U1 (de) * 1997-03-18 1997-12-04 Krupp Ag Hoesch Krupp Verbundschloß und Spundwand
DE10318769A1 (de) * 2003-02-19 2004-09-23 Georg Wall Kombi-Spundwand

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007020747A1 (de) * 2007-05-03 2008-11-13 Pilepro Llc Anordnung aus mehreren Spundwandkomponenten sowie Anschweißprofil hierfür
US7935406B2 (en) 2007-05-03 2011-05-03 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
US8088469B2 (en) 2007-05-03 2012-01-03 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
US8323765B2 (en) 2007-05-03 2012-12-04 Pilepro, Llc Arrangement of multiple sheet pile components and welding profile therefor
DE102008011795A1 (de) * 2008-02-29 2009-09-03 Contexo Ag Verbindungselement sowie Spundwand mit derartigem Verbindungselement

Also Published As

Publication number Publication date
EA200701637A1 (ru) 2008-02-28
MX2007009315A (es) 2008-02-21
CN101146960B (zh) 2013-01-02
EA016081B1 (ru) 2012-02-28
ATE479798T1 (de) 2010-09-15
US20060179771A1 (en) 2006-08-17
CN101146960A (zh) 2008-03-19
DE502005010168D1 (de) 2010-10-14
CA2596647A1 (fr) 2006-08-10
EP1698733B1 (fr) 2010-09-01
US7387471B2 (en) 2008-06-17
BRPI0606559A2 (pt) 2009-06-30
WO2006082040A1 (fr) 2006-08-10

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