EP1698733B1 - Kombi-Spundwand - Google Patents

Kombi-Spundwand Download PDF

Info

Publication number: EP1698733B1
Authority: EP; European Patent Office
Prior art keywords: sheet pile; section; elements; strip; securing
Prior art date: 2005-02-02
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.): Revoked

Application number

EP05002205A

Other languages

German (de)

English (en)

French (fr)

Other versions

EP1698733A1 (de

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

Contexo AG

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.)

2005-02-02

Filing date

2005-02-02

Publication date

2010-09-01

Family has litigation

First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=34933568&utm_source=***_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1698733(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.

2005-02-02 Application filed by Contexo AG filed Critical Contexo AG

2005-02-02 Priority to AT05002205T priority Critical patent/ATE479798T1/de

2005-02-02 Priority to DE502005010168T priority patent/DE502005010168D1/de

2005-02-02 Priority to EP05002205A priority patent/EP1698733B1/de

2006-02-01 Priority to MX2007009315A priority patent/MX2007009315A/es

2006-02-01 Priority to PCT/EP2006/000879 priority patent/WO2006082040A1/de

2006-02-01 Priority to EA200701637A priority patent/EA016081B1/ru

2006-02-01 Priority to CA002596647A priority patent/CA2596647A1/en

2006-02-01 Priority to CN200680009749.6A priority patent/CN101146960B/zh

2006-02-01 Priority to BRPI0606559-7A priority patent/BRPI0606559A2/pt

2006-02-02 Priority to US11/346,013 priority patent/US7387471B2/en

2006-09-06 Publication of EP1698733A1 publication Critical patent/EP1698733A1/de

2010-09-01 Publication of EP1698733B1 publication Critical patent/EP1698733B1/de

2010-09-01 Application granted granted Critical

Status Revoked legal-status Critical Current

2025-02-02 Anticipated expiration legal-status Critical

Links

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
- E02D5/02—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.
Combined sheet pile walls of the type mentioned are from the DE 297 18 052 U1 , of the EP 0 072 118 A1 or even the DE 103 18 769 A1 are known and used, for example, for shore protection in ports and rivers or for the support of embankments, for the construction of 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.
the interlocking lock elements are either made so that they are hardly movable relative to each other, or the lock elements are designed to that they can be swiveled over large angular ranges of up to ⁇ 45 °.
the individual support elements, between which optionally sheet piles are positioned, rammed into the ground there is the risk that the lock elements at least partially disengage from the locks or break out the locks in the locks where the lock elements allow almost no relative movement with each other .
the stability and rigidity of the entire combi-sheet pile is impaired, while the combi-sheet pile wall on the other hand is permeable to water at the no longer engaged or damaged portions of the lock elements.
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.
connection profiles are firmly connected by welding with the longitudinal edges of the beam portions of the support element.
the carrier elements and the sheet piles are connected to one another by connecting profiles.
the connection profile has a first lock element, which engages with a holding section of the carrier element serving as a lock element, and one with which Sheet pile engaged second lock element.
the two retaining strips forming the first lock element of the connection profile are designed such that a minimum pivotability of the support element with its lock element in the first lock element of the connection profile is ensured within an angular range of ⁇ 3 ° from a neutral position.
the first lock element of the connection profile is designed so that a maximum allowable pivoting range of ⁇ 10 ° from the neutral position is given, to which a relative movement of the mutually engaging lock elements of the connection profile and the support element is still allowed, so that thereby the desired, relatively accurate positioning of the combi-sheet pile wall is still guaranteed overall.
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.
lobe carriers ie double T-beams
the second of the retaining strips of the first lock element in the direction of the first retaining strip is inclined at an angle 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 ° the neutral position is pivotable.
the engaging lock elements of the connection profile and the sheet pile in cross-section are 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 as a second lock element 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 encompassed 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 connection profile is used, which has a cross-sectionally oval header as a second lock element, which in the than in cross section -shaped claw bar formed lock element of the sheet pile can be used.
a connection profile which has a cross-sectionally oval header as a second lock element, which in the than in cross section -shaped claw bar formed lock element of the sheet pile can be used.
connection profile The two basic forms described above for the second lock elements of the connection profile represent only possible design forms.
the second lock elements of the connection profile can have other cross-sectional shapes, provided that the limited pivotability of the Lock element of the sheet pile wall is ensured in the second lock element of the connection profile.
At least two sheet piles adjacently arranged next to one another may 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 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 °, can be pivoted from the neutral position to each other.
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.
connection strip viewed in the cross-section of the middle slide lock, extends approximately at right angles to the directions of the two C-shaped claw strips.
Fig. 1 shows in plan view a first embodiment of a wall portion of a combination sheet pile wall according to the invention 10.
the combination sheet pile wall 10 is in present case of two spaced-apart lobe beams 12 formed between the two Z-shaped sheet piles 14 are used. Instead of the two coupled Z-shaped sheet piles 14, for example, a single U-shaped sheet pile can be 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 is a section of the combi sheet pile wall 10 is shown in an enlarged view, in which the in Fig. 1 Lobe carrier 12 shown on the left with the sheet pile 14 connecting connecting profile 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 section 30 are dimensioned such 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 from a neutral position N pivotally is how in Fig. 2 is indicated.
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 at least in an angular range ⁇ of at least ⁇ 3 ° and an angular range of ⁇ 7 ° maximum of a neutral position N are pivotable relative to each other , as in Fig. 2 is indicated. Again, 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.
Fig. 3 is the Mittelgleitsch 22 with the two hinged sheet piles 14 shown 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 that the MittelgleitS 22 relative to each sheet pile 14 in an angular range ⁇ of at least ⁇ 3 ° to a maximum of ⁇ 7 ° from a neutral position N 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.
a second embodiment of a combi-sheet pile wall 50 is shown, which is also formed of 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 pivotable 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 ° from a neutral position N.
the other sheet pile 54 is defined by a second connection profile 62, the structure of which is described below with reference to FIGS Fig. 5 is explained in more detail, connected to the club carrier 52.
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 relative pivoting of the second connection profile 62 to the wedge-shaped holding portion 72 of the lobe support 52nd given from a neutral position N in an angular range ⁇ of at least ⁇ 3 ° to a maximum of ⁇ 7 ° viewed in cross section.
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 such 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 from a neutral position N can be pivoted relative to each other.
the components of the combi sheet piling walls 10 and 50 are each pivotable relative to one another in a limited angular range ⁇ , ⁇ , ⁇ and ⁇ of at least ⁇ 3 ° to a maximum of ⁇ 7 ° relative to one another, the components of the combination Sheet piles 10 and 50 on the one hand are very accurately rammed into the ground, while on the other hand, a loosening of individual interlocking lock elements of the components is prevented by the approved pivoting.
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 a part of the connection profiles and the lock elements of the respective support elements or sheet piles engaged with them are designed so that the limited pivotability with a Angle ⁇ , ⁇ , ⁇ or ⁇ is given in a predetermined angular range.
the permissible swivel angle is in an angular range of at least ⁇ 3 ° to a maximum of ⁇ 10 °.
the swing 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)
Laminated Bodies (AREA)
Load-Bearing And Curtain Walls (AREA)

EP05002205A 2005-02-02 2005-02-02 Kombi-Spundwand Revoked EP1698733B1 (de)

Priority Applications (10)

Application Number	Priority Date	Filing Date	Title
AT05002205T ATE479798T1 (de)	2005-02-02	2005-02-02	Kombi-spundwand
DE502005010168T DE502005010168D1 (de)	2005-02-02	2005-02-02	Kombi-Spundwand
EP05002205A EP1698733B1 (de)	2005-02-02	2005-02-02	Kombi-Spundwand
CA002596647A CA2596647A1 (en)	2005-02-02	2006-02-01	Combined bulkhead
PCT/EP2006/000879 WO2006082040A1 (de)	2005-02-02	2006-02-01	Kombi-spundwand
EA200701637A EA016081B1 (ru)	2005-02-02	2006-02-01	Комбинированная шпунтовая стенка
MX2007009315A MX2007009315A (es)	2005-02-02	2006-02-01	Mampara combinada.
CN200680009749.6A CN101146960B (zh)	2005-02-02	2006-02-01	组合板桩墙
BRPI0606559-7A BRPI0606559A2 (pt)	2005-02-02	2006-02-01	parede de pilha de combinação
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 (de)	2005-02-02	2005-02-02	Kombi-Spundwand

Publications (2)

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

Family

ID=34933568

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP05002205A Revoked EP1698733B1 (de)	2005-02-02	2005-02-02	Kombi-Spundwand

Country Status (10)

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

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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
DE102007020747A1 (de)	2007-05-03	2008-11-13	Pilepro Llc	Anordnung aus mehreren Spundwandkomponenten sowie Anschweißprofil hierfür
DE102008006353B4 (de) *	2008-01-28	2010-01-14	Pilepro Llc	Verbindungselement zum Anschließen von Spundbohlen an Trägerelemente sowie Kombi-Spundwand mit einem derartigen Verbindungselement
DE102008011795A1 (de) *	2008-02-29	2009-09-03	Contexo Ag	Verbindungselement sowie Spundwand mit derartigem 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
USD808782S1 (en) *	2016-03-23	2018-01-30	Richard Heindl	Connecting element for sheet piles
USD808783S1 (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
JP1744225S (ja) *	2021-10-04	2023-05-16		シートパイル用連結具
JP1735265S (ja)	2021-10-04	2023-01-24		シートパイル用連結具
JP1744188S (ja) *	2021-10-04	2023-05-16		シートパイル用連結具
JP1744187S (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
USD1024753S1 (en)	2021-10-04	2024-04-30	Richard Heindl	Sheet pile connector
USD1024754S1 (en)	2021-10-04	2024-04-30	Richard Heindl	Sheet pile connector
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
JP1765521S (ja) *	2023-02-06	2024-03-13		シートパイル用連結具
USD1035429S1 (en) *	2023-02-06	2024-07-16	Richard Heindl	Sheet pile connector

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2005
- 2005-02-02 AT AT05002205T patent/ATE479798T1/de active
- 2005-02-02 DE DE502005010168T patent/DE502005010168D1/de active Active
- 2005-02-02 EP EP05002205A patent/EP1698733B1/de not_active Revoked
2006
- 2006-02-01 CA CA002596647A patent/CA2596647A1/en not_active Abandoned
- 2006-02-01 WO PCT/EP2006/000879 patent/WO2006082040A1/de not_active Application Discontinuation
- 2006-02-01 EA EA200701637A patent/EA016081B1/ru not_active IP Right Cessation
- 2006-02-01 MX MX2007009315A patent/MX2007009315A/es active IP Right Grant
- 2006-02-01 CN CN200680009749.6A patent/CN101146960B/zh not_active Expired - Fee Related
- 2006-02-01 BR BRPI0606559-7A patent/BRPI0606559A2/pt not_active IP Right Cessation
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WO2006082040A1 (de)	2006-08-10
CN101146960B (zh)	2013-01-02
CN101146960A (zh)	2008-03-19
DE502005010168D1 (de)	2010-10-14
ATE479798T1 (de)	2010-09-15
EA200701637A1 (ru)	2008-02-28
EP1698733A1 (de)	2006-09-06
EA016081B1 (ru)	2012-02-28
MX2007009315A (es)	2008-02-21
US20060179771A1 (en)	2006-08-17
CA2596647A1 (en)	2006-08-10
BRPI0606559A2 (pt)	2009-06-30
US7387471B2 (en)	2008-06-17

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