EP1907634B1 - Profile de liaison servant a fixer des palplanches sur des elements de support, et cloison de palplanches combinee equipee de ce profile de liaison - Google Patents

Profile de liaison servant a fixer des palplanches sur des elements de support, et cloison de palplanches combinee equipee de ce profile de liaison Download PDF

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Publication number
EP1907634B1
EP1907634B1 EP06762559A EP06762559A EP1907634B1 EP 1907634 B1 EP1907634 B1 EP 1907634B1 EP 06762559 A EP06762559 A EP 06762559A EP 06762559 A EP06762559 A EP 06762559A EP 1907634 B1 EP1907634 B1 EP 1907634B1
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EP
European Patent Office
Prior art keywords
strip
profile
sheet pile
interlock
section
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.)
Revoked
Application number
EP06762559A
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German (de)
English (en)
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EP1907634A2 (fr
Inventor
Richard Heindl
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Steelwall Ish GmbH
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Contexo AG
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Publication of EP1907634A2 publication Critical patent/EP1907634A2/fr
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    • 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
    • E02D5/08—Locking forms; Edge joints; Pile crossings; Branch pieces

Definitions

  • the invention relates to a connection profile according to the preamble of claim 1 for connecting sheet piles to support elements. Furthermore, the invention according to the preamble of claim 16 relates to a combination sheet pile wall with such a connection profile.
  • connection profile described above is used in particular for erecting a so-called combi-sheet piling, in which between each two support elements, such as double-T-beams, T-beams. Piles and the like, at least one sheet pile is used, which is connected with the aid of the above-described connection profiles to the support elements.
  • one of the connection profiles described above is arranged between in each case a carrier element and at least one sheet pile.
  • connection profile For connecting the connection profile to the carrier element, the connection profile is provided with a connection profile which is designed for connecting or coupling the connection profile to or onto the carrier element by hooking, plugging or welding.
  • connection profile which is designed for connecting or coupling the connection profile to or onto the carrier element by hooking, plugging or welding.
  • the connection of the sheet pile to the connection profile takes place by means of a profile profile formed on the lock profile, to which the sheet pile lock can be hung.
  • the lock profile is usually adapted to the specific lock shape of the sheet piling lock and therefore expensive to produce.
  • connection profile is known that is connected to its connection profile by plugging with a double-T-carrier, while in the lock profile a HOESCH button of a sheet pile is hung.
  • the DE 101 60125 A1 discloses a connection profile in which the connection profile is designed for welding to a pile or a carrier.
  • the lock profile is used to mount the lock of a flat profile.
  • connection profile with the features of claim 1.
  • this object is achieved by a combination sheet piling with the features of claim 15.
  • connection profile according to the invention is achieved by the interaction of the support bar with the right angle extending hook strip of the lock profile, that the hinged sheet pile lock is securely held in the lock inner chamber. Furthermore, it is achieved by the rectangular configuration of the lock profile of the connection profile according to the invention that different sheet pile lock forms, for example a LARSSEN lock, a HOESCH claw or a HOESCH knob, can be easily brought into engagement with the hook section.
  • the spaced apart from the hook strip supporting strip holds the respective sheet piling lock with the hook strip in such a way that at least one so-called three-point contact, ie in cross-section of the connection profile taking place in three places supporting the sheet pile lock in the lock profile, or possibly even receive a planar support of the sheet pile lock in the lock profile remains, whereby a release of the engaged with the hook strip sheet pile lock is effectively prevented.
  • connection profile can be produced by comparatively simple production methods, such as hot rolling. If the connection profile is produced by extrusion molding, the mold to be used for extrusion is much simpler compared to the molds used for the production of conventional connection profiles.
  • connection profile in a particularly preferred embodiment of the connection profile according to the invention limited by the lock profile inside of the central strip is flattened and forms together with the support bar and the hook strip in cross-section at least approximately rectangular lock inner chamber.
  • the rectangular design of the inner lock chamber ensures that the sheet pile lock to be coupled with the lock profile of the connection profile can be pivoted back and forth in a defined, predetermined pivoting range, while on the other hand different lock shapes can be accommodated in the lock inner chamber. However, point contact or surface support is maintained.
  • the support strip in its length is dimensioned such that it ends in a plane which extends tangentially to the outwardly facing flat side of the hook portion.
  • the sheet piling lock is supported punctiform or flat on the hook bar opposite side, is vargehlagen in an alternative embodiment, the support strip in addition to an end portion provided, which extends at least approximately at right angles to the support strip and points in the direction of the hook strip.
  • the end portion forms with the hook portion of the hook strip the lock mouth of the lock profile through which the sheet pile lock protrudes into the lock inner chamber.
  • the positioned in the lock mouth portion of the sheet pile lock is supported at two points, whereby a particularly secure hold certain sheet pile lock forms, such as a HOESCH button is guaranteed.
  • the end portion of the support strip is preferably kept shorter in length than the hook portion of the hook strip.
  • the sheet pile lock on the one hand securely held in the lock profile of the connection profile, the sheet pile lock on the other hand in a predetermined pivoting range can be pivoted back and forth, in a particularly preferred embodiment of the connection profile according to the invention the maximum distance between the inner surface of the support strip and the inner surface the transition portion of the hook strip is greater than the distance between the flat side of the central strip and the inner surface of the hook portion of the hook strip.
  • the ratio between the two distances is preferably in a range of 1.8: 1 to 1.2: 1.
  • connection profile provided on the connection profile is designed differently for connecting (attaching, plugging or welding on).
  • connection profile is used, for example, with a carrier element, in which case the carrier element has an approximately wedge-shaped cross-section
  • Fastening portion is provided, for example, a beam carrier
  • the connection profile in a particularly preferred embodiment of the connection profile according to the invention by the central strip, one from one side of the central strip at an angle of 90 ° projecting first straight jaw bar and outgoing from the other side of the central strip, in Direction limited to the first straight jaw bar bent second jaw bar so that the wedge-shaped attachment section can be hung.
  • the kinked second jaw strip of the connection profile is formed either directly adjacent to the support strip of the lock profile or adjacent to the transition section of the hook strip on the central strip.
  • connection profile has in a further alternative embodiment of the connection profile according to the invention two cross-sectionally projecting, at least approximately mutually parallel, jaws, between which the carrier element with its Inserting or réellestecken mounting section is.
  • connection profile is viewed in cross-section of the connection profile with respect to the lock profile offset from the central bar is formed such that one of the two jaws is offset with respect to the transition portion of the hook strip to the outside.
  • combi-sheet pile wall is used in ports or on moorings, because, for example, inadvertently against the combi-sheet pile wall moving ship abuts only against the support elements, while the sheet piles are protected from an accident.
  • the invention according to claim 16 relates to a combination sheet pile wall, in which the connection profile according to the invention is used.
  • the connection profile according to the invention is particularly preferably used for connecting sheet piles with LARSSEN locks, HOESCH buttons or HOESCH claws.
  • a first embodiment of a connecting profile 10 according to the invention is shown, which has been produced by hot rolling and for connecting a support member 12 with a sheet pile 14 is used.
  • the connection profile 10 has a central central strip 16 with a straight, flat middle section 18.
  • a connection profile 20 for connection to the carrier element 12 is formed.
  • connection profile 20 is formed by the middle strip 16, by a near the in fig. 1 below illustrated longitudinal edge of the central strip 16 at an angle of 90 ° projecting first straight jaw bar 24 and by a protruding from the above-shown longitudinal edge of the central strip 16, in the direction of the first straight jaw bar 24 bent second jaw 26 limited.
  • the two jaw bars 24 and 26 terminate in a plane A extending at least approximately parallel to the central strip 16 and, together with the central strip 16, form a trapezoidal-shaped receptacle 28 for suspending a fastening section 30 of the carrier element 12.
  • the trapezoidal cross-section of the receptacle 28 is adapted to the cross-sectional shape of the attachment portion 30 of the support member 12, for example, a double-T-carrier, so that the connection profile 20 with little play on the attachment portion 30 of the support member 12 can be plugged.
  • the attachment portion 30 has a wedge-shaped widening to the free end cross-section.
  • the lock profile 22 is formed by a support bar 32 and a hook strip 34.
  • the support bar 32 is based on the in Fig. 1 shown above longitudinal edge of the central strip 16 at least approximately at right angles from the flat side of the central strip 16 from.
  • the hook strip 34 has a likewise at least approximately at right angles from the flat side of the central strip 16 projecting transition portion 36, whose one end in the in Fig. 1 below shown longitudinal edge of the central strip 16 merges flush.
  • the other end of the transition section 36 is bent over and merges into a hook section 38, which is at least approximately at right angles to the transition section 36 and thus at least approximately parallel to the flat side of the central strip 16 runs while the end of the hook portion 38 in the direction of the support bar 32 shows.
  • the maximum distance x between the inner surface of the support bar 32 and the transition portion 36 of the hook strip 34 is greater than the maximum distance y between the flat side of the central strip 16 and the inner surface of the hook portion 38.
  • the relationship between the two distances x and y is in the in Fig. 1 shown embodiment at about 1.3 to 1.
  • the connecting profile 10 In the assembled state, the connecting profile 10 according to the invention is pushed with its connection profile 20 on the wedge-shaped widening attachment portion 30 of the double-T-beam 12.
  • the design according to the invention of the lock profile 22 makes it possible to hang sheet piling locks of different shapes. So is in the in Fig. 1 shown application as a sheet pile lock in the lock profile 22 a so-called LARSSEN lock 44 an AZ sheet pile mounted 14. At the in Fig. 2 In contrast, the lock profile 22 of the connection profile 10 according to the invention is engaged with a so-called HOESCH claw 46 of a HOESCH sheet pile 14.
  • both the LARSSEN lock 44 and the HOESCH claw 46 are generously received in the lock inner chamber 42. Due to the comparatively wide lock mouth 40 on the one hand and the rectangular cross-sectional shape of the lock inner chamber 42 on the other hand pivotal movements of both the LARSSEN lock 44 and the HOESCH claw 46 are possible in the lock profile 22.
  • the LARSSEN lock 44 or the HOESCH claw 46 is accommodated in the lock inner chamber 42 such that the lock 44 or 46 is always supported in cross-section of the connection profile 10 at two surfaces or at three points in the inner lock chamber 42. As a result, jumping out of the lock 44 and 46 from the lock profile 22 is effectively prevented when driving down the assembly of connecting profile 10, support member 12 and sheet pile 14.
  • connection profile 20 is shown with a trapezoidal cross-section. It is of course possible, corresponding to the respective support member 12 adapted in cross-section to provide other connection profiles 20, so designed for welding connection profiles, if it is the support member, for example, a stake.
  • connection profile 54 of the connection profile 50 has two jaw strips 58 and 60 protruding from the central strip 56, which project approximately at right angles from the center strip 56 and are mirror-symmetrical to one another. This results in an approximately rectangular cross-section mouth 62 for attachment to an approximately rectangular cross-section attachment portion 64 of a support member 12, such as a conventional double-T-carrier.
  • connection profile 70 corresponds to the lock profile 72 in its training the lock profile 22.
  • the inner cross section of the connection profile 74 corresponds to the inner cross section of the connection profile 20.
  • the two jaws 76 and 78 compared to the jaws 24 and 26 of the in Fig. 1 formed connection profile 20 mirror-inverted.
  • the angled jaw bar 78 is formed adjacent to the hook strip 80 of the lock profile 72 on the central strip 82, wherein the central strip 82 extends beyond the hook strip 80 and merges with its longitudinal edge in the angled jaw 78.
  • the straight jaw bar 76 projects from the flat side of the central strip 82 to the outside, so that the connection profile 74.
  • Overall offset by about a wall thickness of the hook strip 80 outwardly formed on the central strip 78. This ensures that the connecting profile 70 can be attached to the hook strip 80 turned inwardly on the support member 12, so that a cranked LARSSEN lock 84 of the sheet pile 14 can be hung on the lock profile 72.
  • connection profile 74 ensures that the connection profile 70 according to the invention holds the sheet pile 14 after being mounted on the support element 12 such that the support element 12 protrudes further outwards with its fastening section 30 than the sheet pile 14 with its furthest protruding sheet pile section. In this way, it is ensured that in the event of a collision of an object, for example a ship, with the arrangement of carrier element 12, sheet pile 14 and connecting profile 70, initially the carrier element 12 receives the collision forces.
  • connection profile 70 In Fig. 5 is a modification of the in Fig. 4 shown connection profile 70 shown.
  • This modified connection profile 90 has an identically formed lock profile 92 and differs from the connection profile 70 only in the formation of the connection profile 94.
  • the connection profile 94 is in the present case, as in the Fig. 3 shown variation, two parallel mutually extending jaws 96 and 98 is formed and serves to receive the mounting portion 64 of a serving as a support member 12 conventional double-T-carrier.
  • FIG. 3 shows a section of a combi-sheet pile wall formed by two double-T beams 12 and two AZ sheet piles 14 with LARSSEN locks 44 and 84, the two LARSSEN locks 44 and 84 immediately adjacent to each other being Sheet piles 14 are hooked together.
  • connection profile 10 (see FIG. Fig. 1 ), which is hooked to the mounting portion 30 of the double-T-beam 12 and is in engagement with the LARSSEN lock 44 of the AZ sheet pile 14 shown on the left.
  • AZ-sheet pile 14 stands with the in Fig. 4 shown connecting profile 70 in engagement, which is mounted on the double T-bar 12 shown on the right.
  • FIG. 7 a third embodiment of a connecting profile 110 according to the invention is shown.
  • the connecting profile 110 likewise has a central strip 112, on one flat side of which a connection profile 114 for connecting to the carrier element 12 and on the other flat side of which a lock profile 116 is formed for suspending a lock of the sheet piles 14.
  • connection profile 114 has a straight mauling strip 118 protruding at right angles from the middle strip 112 and a second muzzle strip projecting at an angle from the middle strip 112, so that a trapezoidal inner chamber, viewed in cross section, is formed for receiving the wedge-shaped fastening section 30 of the carrier element 12 , In this case, the central strip 112 is pulled upwards and merges into the angled jaw 120.
  • the lock profile 116 for suspending the sheet pile 14 in Fig. 7 slightly offset down the other flat side of the central strip 112 formed.
  • the hook strip 122 of the lock profile 116 corresponds to the hook strip 80 of the lock profile 72 of the connection profile 70.
  • the hook strip 122 has a transition section 124 which protrudes at least approximately at right angles from the flat side of the central strip 112.
  • the transition section 124 in turn merges into an at least approximately perpendicular to the transition section 124 extending hook portion 126, which points in the direction of a support bar 128 of the lock profile 116.
  • the support bar 128 extends from the in fig. 7
  • the longitudinal edge of the central strip 112 shown below is at least approximately at right angles to the flat side of the central strip 112.
  • the support strip 128 in turn merges into an end section 130 which extends at least approximately at right angles to the support strip 128 and thus at least approximately parallel to the flat side of the central strip 112.
  • the end portion 130 of the support bar 128 and the hook portion 126 are aligned with each other, have approximately the same wall thickness and lie with their outwardly facing flat sides in a common plane E, which extends at least approximately parallel to the flat side of the central strip 112.
  • the lock profile 116 has a lock inner chamber 132 which is at least approximately rectangular in cross-section in this third embodiment.
  • the central rail 112 is longer in cross-section than the central rail 16 of the first embodiment, so that the ratio between the distance x and the distance y at about 1.6 to 1.
  • the lock profile 116 relative to the connection profile 114 slightly offset down, so that the lock profile 116 at the support element 12 fastened connection profile 110 is also offset with respect to the mounting portion 30 of the support member 12 down and the spectrumfende sheet pile 14 protrudes less outwardly from the support member 12 away as the attachment portion 30 of the support member fourteenth
  • connection profile 110 is used in particular for hanging a sheet pile 14, in which as a sheet pile lock a so-called HOESCH button 134 is provided, as in Fig. 6 is shown.
  • the sheet pile lock in the present case, the HOESCH knob 134, in a predetermined pivoting range of about 0 to 15 ° pivotally and is supported at three points or area within the lock inner chamber 132.
  • connection profile 110 In Fig. 8 is a modification of the in Fig. 7 shown connection profile 110 shown.
  • This connection profile 140 differs from the connection profile 110 only in the formation of the connection profile 142.
  • this connection profile 142 In this connection profile 142, the in Fig. 7 Maulor 144 shown above straight, so that the connection profile 142 is suitable for insertion of a rectangular cross-section fastening portion 64 of the support member 12.
  • FIG. 9 a further section of a combi-sheet pile wall is shown, which is formed of two double-T-beams 12 and two Z-sheet piles 14 with HOESCH locks 46 and 134, wherein the two immediately adjacent to each other arranged HOESCH locks 46 and 134 of the Z -Bundbohlen 14 are entangled with each other.
  • connection profile 110 (see. Fig. 7 ), which is hooked to the mounting portion 30 of the double-T-beam 12 and is in engagement with the HOESCH knob 134 of the Z-sheet pile 14 shown on the left.
  • Fig. 9 Z-sheet pile 14 shown on the right stands with the one shown in FIG fig. 1 shown connecting profile 10 in engagement, which is mounted on the double T-bar 12 shown on the right.
  • connection profiles 10, 50, 70 according to the invention , 90, 110 and 140 Due to the substantially rectangular design of the lock profiles 22, 52, 72, 92 and 116, it is possible different, common locks, such as HOESCH claws, HOESCH knobs, LARSSEN locks and the like, with the connection profiles 10, 50, 70 according to the invention , 90, 110 and 140, wherein the sheet pile locks are held securely in the lock profile 22, 52, 72, 92 and 116 with the described three-point contact or surface supported.
  • the design of the lock profiles 22, 52, 72, 92 and 116 according to the invention it is also possible to manufacture the connection profiles 10, 50, 70, 90, 110 and 140 by rolling, in particular hot rolling, thereby simplifying the production compared to conventional, extruded connection profiles is.
  • connection profiles 10, 50, 70, 90, 110, and / or 140 according to the invention, extreme tilt angles between the sheet piles 14 and the carrier elements 12 can be realized. As a result, in their course closed or curved or provided with a sharp corner combi sheet piles can be built. Even if the distances between adjacent support elements 12 during ramming down of individual support elements 12 vary or the support elements 12 should be rotated against each other, such dislocations can be compensated for by using the connection profiles 10, 50, 70, 90, 110 and / or 140 according to the invention.
  • Z-sheet piles 14 shown can of course also U-sheet piles, with HOESCH locks, LARSSEN-. Castles or similar designed locks are provided to build a combi sheet pile wall.

Claims (18)

  1. Profilé de liaison à section constante pour relier des palplanches à des éléments de poutre, notamment pour réaliser une paroi combinée de palplanches et d'éléments de poutre tels que des poutres en forme de double T, et le profilé de liaison (10 ; 50 ; 70 ; 90 ; 110 ; 140) comportant une âme (16 ; 56 ; 82 ; 112) se poursuivant par un profilé de liaison (20 ; 54 ; 74 ; 94 ; 114 ; 142) destiné à être relié à l'élément de poutre (12) ainsi qu'un profilé de serrure (22 ; 52 ; 72 ; 92 ; 116) pour accrocher une serrure (44 ; 46 ; 84 ; 134) de la palplanche (14),
    le profilé de serrure (22 ; 52 ; 72 ; 92 ; 116) ayant une branche (32 ; 128) venant en saillie à partir de l'âme (16 ; 56 ; 82 ; 112) et une branche de crochet (34 ; 80 ; 122) venant en saillie de l'âme (16 ; 56 ; 82 ; 112),
    profilé de liaison caractérisé en ce que
    la branche d'appui (32 ; 128) droite du profilé de serrure (22 ; 52 ; 72 ; 92 ; 116) est au moins sensiblement en saillie perpendiculairement à l'âme (16 ; 56 ; 82 ; 112), et
    la branche de crochet (34 ; 80 ; 122) présente un segment de passage (36 ; 124) droit, venant en saillie au moins pratiquement à la perpendiculaire par rapport à l'âme (16 ; 56 ; 82 ; 112) et un segment formant un crochet (38 ; 126) droit, au moins sensiblement perpendiculaire au segment de transition (36 ; 124) en direction de la branche d'appui (32 ; 128), et délimitant avec la branche d'appui (32 ; 128) une ouverture en forme de mors (40 ; 62) pour introduire la serrure (44 ; 46 ; 84 ; 134) de la palplanche (14).
  2. Profilé de liaison selon la revendication 1,
    caractérisé en ce que
    le côté intérieur de l'âme (16 ; 56 ; 82 ; 112) délimitant le profilé de serrure (22 ; 52 ; 72 ; 92 ; 116) est aplati et forme en commun avec la branche d'appui (32 ; 128) et la, branche de crochet (34 ; 80 ; 122), une chambre intérieure de serrure (42 ; 132) ayant en section au moins une forme sensiblement rectangulaire.
  3. Profilé de liaison selon la revendication 1 ou 2,
    caractérisé en ce que
    la branche d'appui (32) se termine dans un plan (T) tangent au côté plat tourné vers l'extérieur du segment formant un crochet (38).
  4. Profilé de liaison selon les revendications 1, 2 ou 3,
    caractérisé en ce que
    la branche d'appui (128) comporte un segment d'extrémité (130) au moins sensiblement perpendiculaire à la branche d'appui (128) et tourné en direction de la branche de crochet (122).
  5. Profilé de liaison selon la revendication 4,
    caractérisé en ce que
    le segment d'extrémité (130) de la branche d'appui (128) et le segment formant un crochet (126) de la branche de crochet (122) ont leurs côtés plats tournés vers l'extérieur situés dans un plan commun (E).
  6. Profilé de liaison selon l'une des revendications 1 à 5,
    caractérisé en ce que
    la distance maximale (x) entre la surface intérieure de la branche d'appui (32 ; 128) et la surface intérieure du segment de transition (36 ; 124) de la branche de crochet (34 ; 80 ; 122) est plus grande que la distance (y) entre le côté plat de l'âme (16 ; 56 ; 82 ; 112) et la surface intérieure du segment en formant un crochet (38 ; 126) de la branche de crochet (34 ; 80 ; 122).
  7. Profilé de liaison selon la revendication 6,
    caractérisé en ce que
    le rapport entre les deux distances (x, y) se situe dans une pilage comprise entre 1,8/ 1 jusqu'à 1,2/1.
  8. Profilé de liaison selon l'une des revendications précédentes, caractérisé en ce que
    le profilé de serrure (22 ; 52 ; 72 ; 92 ; 116) est de dimension pour recevoir une serrure (44 ; 46 ; 84 ; 134) d'une palplanche LARSSEN (14) ou d'une palplanche HOESCH adjacente.
  9. Profilé de liaison selon l'une des revendications précédentes,
    caractérisé en ce que
    le profilé de liaison (20 ; 74 ; 114) est délimité par l'âme (16 ; 82 ; 112), par un côté de l'âme (16 ; 82 ; 112) non tourné vers le profilé de serrure (22 ; 72 ; 116), faisant un angle de 90° par rapport au premier côté droit du mors (24 ; 76 ; 118) et par un second côté de mors (26 ; 78 ; 120) replié, écarté de la première branche de mors (24 ; 76 ; 118) en saillie de l'âme (16 ; 82 ; 112) et replié en direction du premier mors droit (24 ; 76 ; 118).
  10. Profilé de liaison selon la revendication 9,
    caractérisé en ce que
    la seconde branche pliée (26 ; 78) du mors du profilé de liaison (20 ; 74) et la branche d'appui (32) du profilé de serrure (22 ; 72) sont réalisées directement au voisinage l'une de l'autre sur l'âme (16 ; 82) et leurs côtés plats extérieurs se rejoignent de préférence à niveau.
  11. Profilé de liaison selon la revendication 9,
    caractérisé en ce que
    la seconde branche repliée (120) du mors du profilé de liaison (114) et le segment de transition (124) de la branche de crochet (122) sont réalisés au voisinage immédiat l'un de l'autre sur l'âme (112).
  12. Profilé de liaison selon l'une des revendications 1 à 8,
    caractérisé en ce que
    le profilé de liaison (54 ; 94 ; 142) comporte deux branches de mors (58 ; 60 ; 96 ; 98 ; 144), venant en saillie de la branche médiane (56) en étant au moins sensiblement parallèles, et entre lesquelles l'élément de support (12) doit être introduit avec son segment de fixation (64) pour être fixé.
  13. Profilé de liaison selon l'une des revendications 1 à 9, 11 ou 12,
    caractérisé en ce que
    le profilé de raccordement (74 ; 94 ; 114 ; 142) vu en section du profilé de liaison (70 ; 90 ; 110), est décalé du profilé de serrure (72 ; 92 ; 116) sur l'âme (82 ; 112) de façon que l'une des deux branches de mors (76 ; 96 ; 120 ; 144) soit décalée vers l'extérieur par rapport au segment de transition (124) de la branche de crochet (80 ; 122).
  14. Profilé de liaison selon l'une des revendications précédentes,
    caractérisé en ce que
    le profilé de raccordement est conçu pour être soudé à l'élément de poutre (12).
  15. Profilé de liaison selon l'une des revendications précédentes,
    caractérisé en ce que
    le profilé de liaison (10 ; 50 ; 70 ; 90 ; 110 ; 140) est fabriqué par laminage, de préférence par laminage à chaud.
  16. Paroi combinée de palplanches formées d'éléments de poutre (12) notamment de poutres en double T et chaque fois au moins d'une palplanche (14) installée entre deux éléments de poutre (12),
    et pour relier les éléments de poutre (12) à la palplanche (14), il est prévu un profilé de liaison (10 ; 50 ; 70 ; 90 ; 110 ; 140) entre les éléments de poutre, profilé de liaison muni d'une serrure (22 ; 52 ; 72 ; 92 ; 116) et venant en prise avec une serrure (44 ; 46 ; 84 ; 134) réalisé sur la palplanche (14) et un profilé de réception (20 ; 54 ; 74 ; 94 ; 114 ; 142) couplé à un segment de fixation (30) d'un élément de poutre (12), caractérisée en ce qu'
    au moins l'un des profilés de liaison (10 ; 50 ; 70 ; 90 ; 110 ; 140) est réalisé selon l'une des revendications précédentes 1-14.
  17. Paroi combinée de palplanches selon la revendication 16, caractérisée en ce qu'
    au moins la serrure de la palplanche (14) destinée à être reliée au profil de liaison (10 ; 50 ; 70 ; 90 ; 110 ; 140) est une serrure LARSSEN (44 ; 84).
  18. Paroi combinée de palplanches selon la, revendication 16, caractérisée en ce qu'
    au moins la serrure de la palplanche (14) en prise avec le profilé de liaison (10 ; 50 ; 70 ; 90 ; 110 ; 140) est une griffe HOESCH (46) ou un bouton HOESCH (134).
EP06762559A 2005-07-12 2006-07-12 Profile de liaison servant a fixer des palplanches sur des elements de support, et cloison de palplanches combinee equipee de ce profile de liaison Revoked EP1907634B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102005032443 2005-07-12
DE102005037027A DE102005037027A1 (de) 2005-07-12 2005-08-05 Verbindungsprofil zum Anschließen von Spundbohlen an Trägerelemente sowie Kombi-Spundwand mit einem derartigen Verbindungsprofil
PCT/EP2006/006827 WO2007006567A2 (fr) 2005-07-12 2006-07-12 Profile de liaison servant a fixer des palplanches sur des elements de support, et cloison de palplanches combinee equipee de ce profile de liaison

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EP1907634A2 EP1907634A2 (fr) 2008-04-09
EP1907634B1 true EP1907634B1 (fr) 2011-05-11

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US (1) US7566190B2 (fr)
EP (1) EP1907634B1 (fr)
AT (1) ATE509161T1 (fr)
DE (3) DE202005021372U1 (fr)
EA (1) EA012831B1 (fr)
WO (1) WO2007006567A2 (fr)

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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
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
US9006372B2 (en) 2010-05-20 2015-04-14 Dow Corning (Shanghai) Co Ltd Silicone resins and their use in polymer compositions
US8801324B2 (en) * 2010-08-17 2014-08-12 Production Resource Group, L.L.C Cable slider with symmetric pieces
DE102011103360B3 (de) 2011-05-27 2012-09-13 Carl Zeiss Meditec Ag Verfahren zum Bestimmen wenigstens einer optischen Eigenschaften eines Patientenauges mit einer Intraokularlinse
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
USD823099S1 (en) * 2016-10-11 2018-07-17 W ENGINEERING GmbH Optimizing element for sheet piles
USD850895S1 (en) * 2017-12-12 2019-06-11 Jens Rehhahn Sheet pile
USD866308S1 (en) * 2017-12-12 2019-11-12 Jens Rehhahn Sheet pile
USD837042S1 (en) * 2017-12-12 2019-01-01 Jens Rehhahn Sheet pile
USD837043S1 (en) * 2017-12-12 2019-01-01 Jens Rehhahn Sheet pile
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
USD938810S1 (en) * 2019-03-26 2021-12-21 Richard Heindl Sheet pile connector
USD938811S1 (en) * 2019-03-26 2021-12-21 Richard Heindl Sheet pile connector
CA193260S (en) 2019-09-02 2022-11-07 Heindl Richard Sheet pile connector
USD925776S1 (en) * 2020-02-05 2021-07-20 Sheet Pile LLC Cylindrical pile with connecting elements
USD925069S1 (en) * 2020-02-05 2021-07-13 Sheet Pile LLC Combined cylindrical pile, sheet pile and connecting element
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
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
USD1024754S1 (en) 2021-10-04 2024-04-30 Richard Heindl Sheet pile connector
USD1009615S1 (en) 2021-10-04 2024-01-02 Richard Heindl Sheet pile connector
JP1744187S (ja) 2021-10-04 2023-05-16 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
JP1744224S (ja) 2021-10-04 2023-05-16 シートパイル用連結具
USD1024753S1 (en) 2021-10-04 2024-04-30 Richard Heindl Sheet pile connector

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DE20302716U1 (de) * 2003-02-19 2003-06-18 Wall Georg Bauelementesatz zum Errichten einer Kombi-Spundwand

Also Published As

Publication number Publication date
US20080175674A1 (en) 2008-07-24
EA200800288A1 (ru) 2008-06-30
DE102005037027A1 (de) 2007-01-25
DE202006021136U1 (de) 2012-12-06
WO2007006567A3 (fr) 2007-04-19
WO2007006567A2 (fr) 2007-01-18
ATE509161T1 (de) 2011-05-15
EA012831B1 (ru) 2009-12-30
US7566190B2 (en) 2009-07-28
EP1907634A2 (fr) 2008-04-09
DE202005021372U1 (de) 2007-11-22

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