Connection element for a sheet pile wall
Patent Information
- Application Number
- EP2023800333
- Authority / Receiving Office
- EP · EP
- Patent Type
- Applications
- Current Assignee / Owner
- Priority Date
- 2022-10-24
- Filing Date
- 2023-10-23
- Publication Date
- 2025-09-03
AI Technical Summary
The installation of sheet pile walls requires significant energy due to large forces needed for driving sheet piles into the subsurface, and existing solutions face logistical challenges with transportation and alignment issues, leading to high costs and inefficiencies.
A connecting element with a longitudinal extension and a connecting section featuring a circular arc-shaped transition section, allowing for flexible connection with sheet piles, reducing energy requirements and transportation space, and accommodating deviations in positioning and dimensions.
The connecting element enables efficient installation with reduced energy expenditure, flexible adaptation to site conditions, and minimized transportation space, while forming strong yet flexible connections with minimal soil intrusion.
Smart Images
Figure 1.1
Abstract
Description
[0001] Connecting element for a sheet pile wall
[0002] The invention relates to a connecting element for a sheet pile wall comprising multiple sheet piles. Furthermore, the invention relates to a sheet pile arrangement and a sheet pile wall.
[0003] Sheet piles and sheet pile walls with sheet piles are generally known from the state of the art, for example from DE 20 2016 101 909 U1.
[0004] Driving sheet piles into a subsurface, such as soil, typically requires considerable force. Due to these large forces, installing sheet pile walls also typically requires a high energy requirement.
[0005] Another problem that occurs with conventional sheet piles and sheet piling is that the sheet piles and other elements required for a sheet piling wall, such as connecting elements, often have to be transported over long distances to the installation site. This usually requires a lot of space, which means that transporting the materials required for the sheet piling can be logistically complex and expensive. Another problem with conventional sheet piles and sheet piling is that during installation on site, even small deviations in the positioning of the sheet piling elements from a target position or small deviations in the dimensions of the elements required for the sheet piling can be problematic. In such cases, a lot of labor is required and additional materials are needed.
[0006] The invention is therefore based on the object of providing an improved solution that addresses the aforementioned problems. In particular, the object of the invention is to provide a solution that enables greater flexibility and more variation options in the installation of sheet pile walls, while also reducing the space required for transporting the elements required for the sheet pile wall.
[0007] According to a first aspect, the object is achieved by a connecting element according to claim 1. According to this, a connecting element for a sheet pile wall with a plurality of sheet piles is provided, wherein the connecting element has a longitudinal extent running parallel to a driving direction, wherein the connecting element has a straight section which extends in a direction transverse to the longitudinal extent along a straight line, wherein the straight section has a first inner side and a first outer side, wherein the connecting element has a connecting section for establishing a connection between the connecting element and a sheet pile, wherein the connecting section has a second inner side and a second outer side.
[0008] According to the invention, an outer circular arc-shaped transition section is arranged between the first outer side and the second outer side, wherein the first outer side and the second outer side are arranged transversely to the longitudinal extent substantially orthogonal to one another, and wherein an inner circular arc-shaped transition section is arranged between the first inner side and the second inner side, wherein the first inner side and the second inner side enclose an angle of less than 90°, wherein the connecting element has a width transversely to the longitudinal extent in the direction parallel to the straight line, and has a depth orthogonal to the straight line, wherein the connecting section has a minimum width extension adjacent to the transition section and a maximum width extension in the direction parallel to the width, wherein the maximum width extension is at most a factor of 3 greater than the minimum width extension.
[0009] A driving direction is understood in particular to be the direction in which a sheet pile wall, and thus also the components extending along a sheet pile wall, is inserted into the subsoil, in particular by driving the sheet pile wall into the ground. In the majority of cases, the driving direction is perpendicular to the ground surface. The driving direction is therefore usually vertical when installed. However, there are also driving directions that run parallel to the horizontal, for example when sheet piles or sheet piles for sheet pile walls are driven into mountains or hills, for example to support a tunnel. The driving direction corresponds in particular to the longitudinal direction of the sheet pile wall. If the connecting element is attached to a sheet pile wall, the longitudinal extent of the connecting element preferably runs parallel to the longitudinal direction of the sheet pile wall.In the context of the present disclosure, a longitudinal extension or a longitudinal extension direction or a longitudinal axis of a connecting element or a sheet pile or a reinforcing element is understood to mean the extension of the respective object in the driving direction.
[0010] It is preferred within the scope of the present disclosure if the cross section of the connecting element and the cross section of the sheet pile are substantially constant along the longitudinal extent or longitudinal extension direction.
[0011] It is preferred that the connecting element comprises or consists of steel. It is preferred that the sheet pile comprises or consists of steel.
[0012] The connecting element is in particular designed in such a way that it cannot form a positive connection with an identically shaped connecting element.
[0013] The connecting section of the connecting element is preferably designed as a male connecting section. The connecting section is particularly designed to form a connection with an interlock of an adjacent Larssen sheet pile. A Larssen interlock is understood to mean, in particular, a hook bar into which a hook bar of a sheet pile of the sheet pile wall can engage. The hook bar extends in an arc from a web of the connecting element and is provided with a mouth opening between the web and the end section.
[0014] The connecting section preferably has a quasi-triangular cross-section transverse to the longitudinal extent, wherein in particular one corner of the triangle is rounded, one corner of the triangle is bevelled and one corner lies in the region of the transition region.
[0015] The outer, circular-arc-shaped transition section is formed in a circular arc, in particular transverse to the longitudinal extent. The inner, circular-arc-shaped transition section is formed in a circular arc, in particular transverse to the longitudinal extent. The first inner side and the second inner side preferably form an acute angle, in particular an angle of less than 90°, transverse to the longitudinal extent. As a result, the connecting section widens from the transition section toward the second end section. The angle is to be understood in particular as the angle between the direction of the extension of the first inner side transverse to the longitudinal extent and the direction of the extension of the second inner side transverse to the longitudinal extent.
[0016] The connecting element has a width transverse to the longitudinal extent in the direction parallel to the straight line and a depth orthogonal to the straight line. The connecting section in the width direction has a minimum width extension adjacent to the transition section and a maximum width extension. A minimum width extension is to be understood in particular as the extension of the connecting section in the width direction at the point on the connecting section where the connecting section transitions into the transition section, this preferably being the point on the connecting section with the smallest width of the connecting section. In particular, the minimum width extension is to be understood as the extension of the width of the connecting section in the region of the transition to the transition section.The maximum width extension is to be understood in particular as the extension of the width of the connecting section at which the width is greatest, wherein the maximum width extension is preferably arranged at the outer region of the connecting section.
[0017] An advantage of the connecting element described here is that it can be connected to a sheet pile, forming a positive connection with the sheet pile that has a relatively small amount of interspace. As a result, when the connecting elements are driven in when connected to sheet piles, relatively little soil material, such as earth, enters the interspaces of the connection located in the area where the connecting element and sheet pile are connected. Due to the small amount of interspace, the connecting elements can be driven into the subsoil together with sheet piles with relatively little effort and thus with relatively little energy expenditure.
[0018] A further advantage is that such connecting elements can be used flexibly and can be used to compensate for deviations from the target positions and deviations from the target dimensions of the elements of a sheet pile wall to be installed.
[0019] A further advantage is that the space required for transporting the connecting elements is relatively small.
[0020] A further advantage is the straight, non-hooked cross-sectional shape, which surprisingly allows particularly strong yet flexible connections to be made with known sheet pile connection interfaces.
[0021] It is particularly preferred that the maximum width extension be greater than the minimum width extension by a factor of at most 2.5, preferably by a factor of at most 2.2, particularly preferably by a factor of at most 2.1, in particular by a factor of at most 2. It is particularly preferred if the maximum width extension is approximately twice as large as the minimum width extension.
[0022] According to a preferred embodiment, the angle is less than 75°, preferably less than 65°, more preferably less than 60°, and at least 45°, preferably at least 50°, more preferably at least 52°. The angle is understood to mean, in particular, the angle formed by the extension of the first inner side transversely to the direction of the longitudinal extension and by the extension of the second inner side transversely to the direction of the longitudinal extension. It is particularly preferred if the first inner side and the second inner side are aligned at an angle of 55° to one another.
[0023] It is particularly preferred that the first inner side and the first outer side are arranged parallel to each other. Preferably, the straight section has a constant thickness.
[0024] Preferably, the straight section has a first end section that preferably extends orthogonally to the straight line and parallel to the longitudinal extension. It is particularly preferred that the width be greater than the depth.
[0025] Preferably, the width is at least twice as large, particularly preferably at least three times as large, in particular at least four times as large as the depth.
[0026] Such a greater width compared to depth has the advantage of eliminating gaps between the connecting element and the area of a reinforcement element to which the connecting element can be connected. Since such gaps typically have a negative impact on the driving process, particularly because they require more energy for driving, a connecting element designed in this way can reduce the force and energy required for installing sheet pile walls.
[0027] It is particularly preferred that the connecting element consists of the connecting portion, the straight portion and a transition portion which forms a transition between the connecting portion and the straight portion.
[0028] It is particularly preferred that the straight section extends from the transition section toward the end section along the straight line. The straight section preferably has no curvature relative to the straight line. Preferably, the transition section has only one section in which the connecting element is curved.
[0029] It is particularly preferred that the outer circular-arc-shaped transition section describes a circular arc section of a quarter circle transversely to the longitudinal extent. Preferably, the two ends of the outer circular-arc-shaped transition section extend orthogonally to each other.
[0030] It is particularly preferred that the second outer side extends straight from the outer circular-arc-shaped transition section to a chamfer. The second outer side extends transversely to the direction of the longitudinal extent, preferably without curvature or orthogonal to the straight line. A chamfer is understood in particular to be a beveled surface created by machining the edge of a workpiece. The chamfer serves in particular to ensure that the resulting shape of the connecting section enables good engagement with a connecting section of a sheet pile. In addition, the chamfer avoids a sharp edge, thereby reducing the risk of injury during handling.
[0031] Preferably, the second outer side extends transversely to the longitudinal extent at least along half the length of the depth.
[0032] It is particularly preferred that the connecting portion has a second end portion which preferably runs parallel to the straight line, wherein the second end portion preferably extends from the chamfer to a further circular arc-shaped portion, wherein the chamfer is connected to the second outer side and the further circular arc-shaped portion is connected to the second inner side.
[0033] It is particularly preferred that the connecting portion is designed to produce a connection between the connecting element and at least one sheet pile.
[0034] It is particularly preferred that the connecting element has a plurality of connecting sections.
[0035] It is particularly preferred that the connecting element has a second straight section and a second connecting section, wherein the straight section is connected to the second straight section, wherein the straight section preferably extends orthogonally to the second straight section. The straight section extends, in particular, transversely to the direction of the longitudinal extension, orthogonally to the second straight section.
[0036] Preferably, the straight section and the second straight section are arranged in an L-shape, so that the straight section and the second straight section have an L-shaped cross section transverse to the direction of the longitudinal extent.
[0037] Preferably, the second connecting section is connected to the second straight section via a second transition section, wherein the connecting section and the second connecting section are preferably of uniform design, wherein particularly preferably the connecting section and the second connecting section are aligned relative to one another rotated by 90° about an axis parallel to the longitudinal extent. Preferably, the connecting section and the second connecting section have a uniform cross-sectional shape transverse to the direction of the longitudinal extent. It is particularly preferred that the second straight section is shorter than the straight section.
[0038] It is particularly preferred that the connecting element has a third straight section and a third connecting section, wherein the straight section is connected to the second straight section and the third straight section, wherein preferably the straight section extends orthogonally to the second straight section and orthogonally to the third straight section, wherein particularly preferably the straight section, the second straight section and the third straight section together form a T-shaped cross-section transverse to the longitudinal extent.
[0039] Preferably, the connecting portion, the second connecting portion, and the third connecting portion are uniformly formed. The connecting portion, the second connecting portion, and the third connecting portion preferably have a uniformly formed cross-section transverse to the direction of the longitudinal extension.
[0040] It is particularly preferred that the connecting element comprises three straight sections, with a connecting section being arranged on at least two of the three straight sections. A connecting element can also be arranged on all three of the three straight sections.
[0041] It is particularly preferred that the connecting element has a first weld line running parallel to the longitudinal extent, and that a plurality of spaced-apart welds are arranged along the first weld line. The connecting element preferably has a second weld line running parallel to the longitudinal extent and spaced from the first weld line, with a plurality of spaced-apart welds being arranged along the second weld line. Preferably, the welds arranged along the first weld line and the welds arranged along the second weld line are arranged alternately in the direction of the longitudinal extent.
[0042] A weld line is understood, in particular, to be a straight line arranged parallel to the longitudinal extension, along which several weld seams can be arranged, which serve, in particular, to connect the connecting element to another component or to connect parts of the connecting element to one another. Such an alternating arrangement of weld seams can lead to improved mechanical properties, for example, because crack growth due to the interrupted weld seams along the weld seam lines can be reduced. Furthermore, less material is required for the weld seams.
[0043] According to a further aspect, the object mentioned at the outset is achieved by a sheet pile arrangement for a sheet pile wall, comprising a sheet pile which extends parallel to the longitudinal extent, wherein the sheet pile has a connecting region, a reinforcing element which extends parallel to the longitudinal extent, a connecting element as described here, wherein the straight section of the connecting element is connected to the reinforcing element, in particular by a material fit, and wherein the connecting section of the connecting element forms a positive connection with the connecting region of the sheet pile.
[0044] The sheet pile can be designed, for example, as an S-shaped or Z-shaped sheet pile. The sheet pile preferably has a connecting area that can accommodate and enclose the connecting section of the connecting element, thus forming a positive connection between the sheet pile and the connecting element.
[0045] A reinforcing element is understood in particular to mean a profile steel, i.e. a semi-finished metal product made of steel with a defined shape, for example rolled, drawn or pressed, whereby the cross-section is the same over the entire length.
[0046] It is particularly preferred that the connecting element is welded to the reinforcing element, and preferably the connecting element is welded to the sheet pile.
[0047] It is particularly preferred that the reinforcing element be designed as a T-beam, wherein the T-beam has a web and a flange, wherein the connecting element is preferably welded to the flange on the side of the flange facing the web. A flange is understood to mean, in particular, the outer leg, and a web is understood to mean, in particular, the connecting central part of the profile.
[0048] Preferably, the reinforcing element is designed as a double-T beam, wherein the double-T beam has a web and two flanges, wherein a connecting element is preferably welded to this flange on a side of one of the flanges facing the web, wherein particularly preferably, connecting elements are welded to the flanges on both sides of the flanges facing the web. Preferably, the double-T beam has two flanges as outer parts and a web connecting the two flanges as the connecting middle part.
[0049] Preferably, the reinforcing element is substantially round-tubular, with a connecting element preferably being welded to the reinforcing element in the region of the first end section. Round-tubular is understood to mean, in particular, a cross-sectional configuration transverse to the direction of the longitudinal extension in the form of a round tube.
[0050] According to a further aspect, the object mentioned at the outset is achieved by a sheet pile wall comprising a sheet pile arrangement as described here, wherein the sheet pile wall has a plurality of reinforcing elements to each of which at least one connecting element as described here is welded on both sides in the region of the straight section and / or in the region of the first end section, wherein the connecting sections of the connecting elements are each positively connected to sheet piles.
[0051] It is particularly preferred that an intermediate element be arranged between two sheet piles, which is positively connected to each of these sheet piles. The intermediate element can, for example, have a so-called omega cross-section.
[0052] It is particularly preferred that the connecting elements arranged along the sheet pile wall are arranged rotated by 180° relative to one another in relation to the direction of the longitudinal extent. It is particularly preferred if the connecting elements along the sheet pile wall are arranged rotated by 180° relative to the adjacent connecting elements in relation to the direction of the longitudinal extent. Preferably, the connecting sections of the connecting elements point in different directions, in particular rotated by 180° relative to one another, in particular alternating along the sheet pile wall.
[0053] For the advantages, design variants, and design details of the various aspects of the solutions described here and their respective possible developments, reference is also made to the description of the corresponding features, details, and advantages of the other aspects and their developments. Preferred embodiments are explained by way of example using the accompanying figures. The drawings are not necessarily to scale. In the figures, identical or essentially functionally identical or similar elements are designated by the same reference numerals. They show:
[0054] Fig. 1 a: a cross-sectional view of a first embodiment of a
[0055] connecting element;
[0056] Fig. 1 b: a perspective view of the embodiment of a
[0057] connecting element;
[0058] Fig. 2: a cross-sectional view of a first embodiment of a sheet pile wall with several sheet piles, several reinforcing elements and several connecting elements;
[0059] Fig. 3: a cross-sectional view of a second embodiment of a sheet pile wall with several sheet piles, several reinforcing elements and several connecting elements;
[0060] Fig. 4: a perspective view of the sheet pile wall shown in Fig. 3;
[0061] Fig. 5: a cross-sectional view of a third embodiment of a sheet pile wall with several sheet piles, several reinforcing elements and several connecting elements;
[0062] Fig. 6: a cross-sectional view of a fourth embodiment of a sheet pile wall with several sheet piles, several reinforcing elements and several connecting elements;
[0063] Fig. 7a: a cross-sectional view of a second embodiment of a
[0064] connecting element;
[0065] Fig. 7b: a perspective view of the embodiment of a
[0066] connecting element;
[0067] Fig. 8: a cross-sectional view of a reinforcing element with
[0068] Reinforcing element connected connecting elements; Fig. 9: a cross-sectional view of a fifth embodiment of a sheet pile wall with several sheet piles, several reinforcing elements and several connecting elements;
[0069] Fig. 10: a perspective view of the sheet pile wall shown in Fig. 9;
[0070] Fig. 11 : a cross-sectional view of a sixth embodiment of a sheet pile wall with several sheet piles, several reinforcing elements and several connecting elements;
[0071] Fig. 12: a cross-sectional view of a seventh embodiment of a sheet pile wall with several sheet piles, several reinforcing elements and several connecting elements;
[0072] Fig. 13: a cross-sectional view of an eighth embodiment of a sheet pile wall with several sheet piles, several reinforcing elements and several connecting elements;
[0073] Fig. 14a: a cross-sectional view of a third embodiment of a connecting element;
[0074] Fig. 14b: a perspective view of the embodiment of a connecting element shown in Fig. 14a;
[0075] Fig. 15a: a cross-sectional view of a fourth embodiment of a connecting element;
[0076] Fig. 15b: a perspective view of the embodiment of a connecting element shown in Fig. 15a;
[0077] Fig. 16a: a cross-sectional view of a fifth embodiment of a connecting element;
[0078] Fig. 16b: a perspective view of the embodiment of a connecting element shown in Fig. 16a; Fig. 17a: a cross-sectional view of a sixth embodiment of a connecting element;
[0079] Fig. 17b: a perspective view of the embodiment of a connecting element shown in Fig. 17a;
[0080] Fig. 18a: a cross-sectional view of a seventh embodiment of a connecting element;
[0081] Fig. 18b: a perspective view of the embodiment of a connecting element shown in Fig. 18a;
[0082] Fig. 19a: a cross-sectional view of an eighth embodiment of a connecting element;
[0083] Fig. 19b: a perspective view of the embodiment of a connecting element shown in Fig. 19a;
[0084] Fig. 20a: a cross-sectional view of a ninth embodiment of a connecting element;
[0085] Fig. 20b: a perspective view of the embodiment of a connecting element shown in Fig. 20a;
[0086] Fig. 21 : a cross-sectional view of a connecting element with three sheet piles connected to it;
[0087] Fig. 22a: a cross-sectional view of three different embodiments of a connecting element, each connected to sheet piles;
[0088] Fig. 22b: another embodiment of a connecting element.
[0089] Fig. 1a shows a cross-sectional view of a first embodiment of a connecting element 10.
[0090] The connecting element 10 has a parallel to a driving direction
[0091] Longitudinal extension L, which in the view shown here in Fig. 1a runs orthogonal to the drawing plane or in the viewing direction. The connecting element has a width B transverse to the longitudinal extension L and a depth A orthogonal to the width B. The width B is greater than the depth A.
[0092] The connecting element 10 has a straight section 20 that extends in a direction transverse to the longitudinal extension L along a straight line G. The straight section has a first inner side 21 and a first outer side 22. The first inner side 21 and the first outer side 22 are arranged parallel to one another and run parallel to the straight line G. The straight section 20 has a first end section 25 that is arranged orthogonally to the first inner side 21 and the first outer side 22. The straight section 20 has no curvature.
[0093] The connecting element 10 also has a connecting section 30 for establishing a connection between the connecting element and a sheet pile. The connecting section 30 has a second inner side 31 and a second outer side 32. The second inner side 31 and the second outer side do not run parallel to one another. The connecting section 30 has a second end section 35, which is arranged orthogonally to the second outer side 32. A chamfer 36, i.e., a beveled region, is arranged between the second end section 34 and the second outer side. A circular arc-shaped section 37 is arranged in the region between the second end section 35 and the second inner side 31.
[0094] A transition section 40 is arranged between the connecting section 30 and the straight section 22. An outer, circular-arc-shaped transition section 34 is arranged between the first outer side 22 and the second outer side 32, which in this cross-sectional view describes an arc of a quarter circle, so that the first outer side 22 and the second outer side 32 are arranged orthogonally to one another in cross-section. An inner, circular-arc-shaped transition section 33 is arranged between the first inner side 21 and the second inner side 31, which in this cross-sectional view describes an arc of a circular segment having a size between a semicircle and a quarter circle. The first inner side 21 and the second inner side 31 therefore enclose an angle x of less than 90° but greater than 0°. The angle x preferably corresponds to the angle at which the second inner side 31 is arranged to the second end section 35.
[0095] Fig. 1 b shows a perspective view of the embodiment of a connecting element 10 shown in Fig. 1 a. The two dashed lines indicate that the exact length of the connecting element 10 can vary along the longitudinal extension L. The length of the connecting element 10 in the direction of the longitudinal extension L can, in particular, be adapted to the required length for the sheet pile wall.
[0096] Fig. 2 shows a cross-sectional view of a sheet pile wall with two sheet piles 60 and two reinforcing elements 50. The reinforcing elements 50 are designed here as double-T beams and each have a web 50b and two flanges 50a. Connecting elements 10 are welded to the outer sides of one of the flanges 50a of the double-T beams. Sheet piles 60 are positively connected to the connecting sections of the connecting elements 10. An intermediate element 70 is arranged between the two sheet piles 60 shown here, which in turn is positively connected to the sheet piles 60. The section of a sheet pile wall shown here can be extended as desired by arranging the elements shown here several times next to one another in the order shown here and connecting them to one another.
[0097] Fig. 3 shows a cross-sectional view of a sheet pile wall with two sheet piles 60 and two reinforcing elements 55. The reinforcing elements 55 are essentially round-tubular in cross-section. Connecting elements 10 are welded to two opposite outer sides of the reinforcing elements 55. Sheet piles 60 are positively connected to the connecting sections of the connecting elements 10. An intermediate element 70 is arranged between the two sheet piles 60 shown here, which in turn is positively connected to the sheet piles 60. The section of a sheet pile wall shown here can be extended as desired by arranging the elements shown here several times next to one another in the order shown here and connecting them to one another.
[0098] Fig. 4 shows a perspective view of the sheet pile wall shown in Fig. 3. The two dashed lines indicate (here and in the following figures) that the exact length in the longitudinal direction is not fixed.
[0099] Fig. 5 shows a cross-sectional view of a sheet pile wall with two sheet piles 60 and two reinforcing elements 55. The reinforcing elements 55 are essentially round-tubular in cross-section. Connecting elements 10 are welded to two opposite outer sides of the reinforcing elements 55. However, the connecting sections of the connecting elements are aligned differently. The connecting sections of the connecting elements 10 are arranged perpendicular to the plane of the drawing, rotated 180° to each other. Sheet piles 60 are each positively connected to the connecting sections of the connecting elements 10. The sheet piles 60 are positively connected to one another. The section of a sheet pile wall shown here can also be extended as desired by arranging the elements shown here several times next to one another in the order shown here and connecting them to one another.The same applies to the other views showing sections of sheet piling.
[0100] Fig. 6 essentially shows the arrangement shown in Fig. 5. The connecting elements connected to the sheet piles 60 are highlighted in black. Although the connecting sections of the connecting elements 10 are arranged perpendicular to the plane of the drawing and rotated 180° relative to each other, they are nevertheless arranged along a straight line (shown here with a dot-dash line).
[0101] Fig. 7a shows a cross-sectional view of a second embodiment of a connecting element. The connecting element 10 shown here is constructed like the connecting element shown in Fig. 1a, with the difference that in the connecting element shown here in Fig. 7a, the width B is many times larger, in particular more than four times larger, than the depth A. Such a large width B compared to the depth A has the advantage that there are no gaps between the connecting element 10 and the region of a reinforcing element to which the connecting element 10 can be connected.
[0102] Fig. 7b shows a perspective view of the embodiment of a connecting element 10 shown in Fig. 7a.
[0103] Fig. 8 shows a cross-sectional view of several connecting elements 10, which are designed as in Fig. 7a or Fig. 7b and are connected to a reinforcing element 50 designed as a double-T beam. The connecting elements 10 are welded to the reinforcing element 50 on the sides of the flange 50a facing the web 50b.
[0104] Fig. 9 shows a cross-sectional view of a sheet pile wall with two sheet piles 60 and two reinforcing elements 50. The sheet pile wall shown here is designed like the sheet pile wall shown in Fig. 2, with the difference that connecting elements 10 with a longer width are used here compared to the connecting elements from Fig. 2. Fig. 10 shows a perspective view of the sheet pile wall shown in Fig. 9.
[0105] Fig. 11 shows a cross-sectional view of a sheet pile wall which is essentially designed like the sheet pile wall shown in Fig. 9, with the difference that connecting elements 10 are also welded to the flanges 50a shown here on the right.
[0106] Fig. 12 shows a cross-sectional view of a sheet pile wall with two sheet piles 60 and two reinforcing elements 55. The sheet pile wall shown here is designed like the sheet pile wall shown in Fig. 3, with the difference that connecting elements 10 with a longer width are used here compared to the connecting elements from Fig. 3.
[0107] Fig. 13 shows a cross-sectional view of a sheet pile wall with two sheet piles 60 and two reinforcing elements 55. The sheet pile wall shown here is designed like the sheet pile wall shown in Fig. 5, with the difference that connecting elements 10 with a longer width are used here compared to the connecting elements from Fig. 5.
[0108] Fig. 14a shows a cross-sectional view of a connecting element 10. The connecting element 10 has two straight sections 20, 120 that are connected to one another, in particular are integrally formed, and extend at right angles to one another. The connecting element 10 also has two connecting sections 30, 130 that are arranged rotated by 90° to one another. A transition section 140 is arranged between the second straight section 120 and the second connecting section 130.
[0109] Fig. 14b shows a perspective view of the embodiment of a connecting element 10 shown in Fig. 14a.
[0110] Fig. 15a shows a cross-sectional view of a connecting element 10. The connecting element 10 has three straight sections 20, 120, 220 that are connected to one another. The straight section 20 extends orthogonally to the straight sections 120, 220. The connecting element 10 also has three connecting sections 30, 130, 230.
[0111] Fig. 15b shows a perspective view of the embodiment of a connecting element 10 shown in Fig. 15a. Fig. 16a shows a cross-sectional view of a connecting element 10. The connecting element 10 has two straight sections 20, 120 and another straight section arranged orthogonally thereto. The connecting element 10 also has two connecting sections 30, 130.
[0112] Fig. 16b shows a perspective view of the embodiment of a connecting element 10 shown in Fig. 16a.
[0113] Fig. 17a shows a cross-sectional view of a connecting element 10. The connecting element 10 has three straight sections 20, 120, 220 that are connected to one another. The straight section 20 extends orthogonally to the straight section 220 and parallel but offset from the straight section 120. The connecting element 10 also has three connecting sections 30, 130, 230, all pointing in different directions.
[0114] Fig. 17b shows a perspective view of the embodiment of a connecting element 10 shown in Fig. 17a.
[0115] Fig. 18a shows a cross-sectional view of a connecting element 10. The connecting element 10 has three straight sections 20, 120, 220 that are connected to one another. The straight section 20 extends parallel to the straight section 220 and orthogonal to the straight section 120. The connecting element 10 also has three connecting sections 30, 130, 230, all pointing in different directions.
[0116] Fig. 18b shows a perspective view of the embodiment of a connecting element 10 shown in Fig. 18a.
[0117] Fig. 19a shows a cross-sectional view of a connecting element 10, wherein two straight sections 20, 120 are arranged directly adjacent to and parallel to each other. The third straight section 220 is also arranged parallel to the other two sections 20, 120. The connecting element 10 also has three connecting sections 30, 130, 230.
[0118] Fig. 19b is a perspective view of the embodiment of a connecting element 10 shown in Fig. 19a. Fig. 20a shows a cross-sectional view of a connecting element 10. The connecting element 10 has three straight sections 20, 120, 220 that are connected to one another. The straight section 20 extends orthogonally to the straight section 220 and parallel but offset from the straight section 120. The connecting element 10 also has three connecting sections 30, 130, 230, all pointing in different directions.
[0119] Fig. 20b shows a perspective view of the embodiment of a connecting element 10 shown in Fig. 20a.
[0120] Fig. 21 shows a cross-sectional view of a connecting element 10 with three sheet piles 60 connected to it.
[0121] Fig. 22a shows three cross-sectional views with different connecting elements 10, each of which has connecting sections on both sides and is connected with its connecting sections to Z-shaped sheet piles 60.
[0122] Fig. 22b shows a further embodiment of a connecting element 10 with two connecting sections 30, 130, which in this case are arranged at opposite ends of a straight section 20 and face each other.
Claims
Claims Connecting element (10) for a sheet pile wall with several sheet piles, wherein the connecting element has a longitudinal extension (L) running parallel to a driving direction, wherein the connecting element has a straight section (20) which extends in a direction transverse to the longitudinal extension (L) along a straight line (G), wherein the straight section has a first inner side (21) and a first outer side (22), wherein the connecting element has a connecting section (30) for establishing a connection between the connecting element and a sheet pile, wherein the connecting section (30) has a second inner side (31) and a second outer side (32), characterized in that an outer circular arc-shaped transition section (34) is arranged between the first outer side (22) and the second outer side (32),wherein the first outer side (22) and the second outer side (32) are arranged transversely to the longitudinal extent (L) substantially orthogonal to one another, wherein an inner circular arc-shaped transition section (33) is arranged between the first inner side (21) and the second inner side (31), wherein the first inner side (21) and the second inner side (31) enclose an angle (x) of less than 90°, wherein the connecting element (10) has a width (B) transversely to the longitudinal extent (L) in the direction parallel to the straight line (G) and a depth (A) orthogonal to the straight line (G), wherein the connecting section (30) has a minimum width extension (C) adjacent to the transition section (33) in the direction parallel to the width (B), and a maximum width extension (D), wherein the maximum width extension (D) is at most a factor of 3 greater than the minimum width extension (C). Connecting element according to the preceding claim, wherein the maximum width extension (D) is greater than the minimum width extension (C) by a factor of at most 2.5, preferably by a factor of at most 2.2, particularly preferably by a factor of at most 2.1, in particular by a factor of at most 2. Connecting element according to at least one of the preceding claims, wherein the angle (x) between the first inner side (21) and the second inner side is less than 75°, preferably less than 65°, particularly preferably less than 60°, and at least 45°, preferably at least 50°, particularly preferably at least 52°. Connecting element according to at least one of the preceding claims, wherein the first inner side (21) and the first outer side (22) are arranged parallel to one another, wherein the straight section (20) has a first end section (25) which preferably extends orthogonally to the straight line (G) and parallel to the longitudinal extension (L).Connecting element according to at least one of the preceding claims, wherein the width (B) is greater than the depth (A), wherein the width (B) is preferably at least twice as large, particularly preferably at least three times as large, in particular at least four times as large as the depth (A). Connecting element according to at least one of the preceding claims, wherein the connecting element consists of the connecting section (30), the straight section (20), and a transition section (40) that forms a transition between the connecting section (30) and the straight section (20). Connecting element according to at least one of the preceding claims, wherein the straight section (20) extends from the transition section (40) towards the end section (25) along the straight line (G), wherein the straight section (20) preferably has no curvature relative to the straight line (G). Connecting element according to at least one of the preceding claims, wherein the outer circular-arc-shaped transition section (34) describes a circular-arc section of a quarter circle transversely to the longitudinal extent (L). Connecting element according to at least one of the preceding claims, wherein the second outer side (32) extends straight from the outer circular-arc-shaped transition section to a bevel (36), wherein the second outer side (32) preferably extends transversely to the longitudinal extent (L) at least along half the length of the depth (A).Connecting element according to at least one of the preceding claims, wherein the connecting section (30) has a second end section (35) which preferably runs parallel to the straight line (G), wherein the second end section (35) preferably extends from the chamfer (36) to a further circular arc-shaped section (37), wherein the chamfer (36) is connected to the second outer side (32) and the further circular arc-shaped section (37) is connected to the second inner side (31). Connecting element according to at least one of the preceding claims, wherein the connecting section (30) is designed to produce a connection between the connecting element (10) and at least one sheet pile (60). Connecting element according to at least one of the preceding claims. wherein the connecting element (10) has a plurality of connecting sections. Connecting element according to at least one of the preceding claims, wherein the connecting element has a second straight section (120) and a second connecting section (130), wherein the straight section (20) is connected to the second straight section (120), wherein the straight section (20) preferably extends orthogonally to the second straight section (120), wherein the second connecting section (130) is connected to the second straight section (120) via a second transition section (140), wherein the connecting section (30) and the second connecting section (130) are preferably of uniform design, wherein the connecting section (30) and the second connecting section (130) are particularly preferably aligned relative to one another rotated by 90° about an axis parallel to the longitudinal extent.Connecting element according to the preceding claim, wherein the second straight section (120) is shorter than the straight section (20). Connecting element according to one of the two preceding claims, wherein the connecting element has a third straight section (220) and a third connecting section (230), wherein the straight section (20) is connected to the second straight section (120) and the third straight section (220), wherein the straight section (20) preferably extends orthogonally to the second straight section (120) and orthogonally to the third straight section (220), wherein particularly preferably the straight section, the second straight section and the third straight section together form a T-shaped cross-section transverse to the longitudinal extent (L), wherein the connecting section (30), the second connecting section (130) and the third connecting section (230) are preferably uniformly formed.
16. Connecting element according to at least one of the preceding claims, comprising three straight sections, wherein a connecting section (30, 130, 230) is arranged on at least two of the three straight sections.
17. Connecting element according to at least one of the preceding claims, wherein the connecting element (10) has a first weld seam line running parallel to the longitudinal extent (L) and a plurality of spaced-apart weld seams are arranged along the first weld seam line, wherein the connecting element preferably has a second weld seam line running parallel to the longitudinal extent (L) and is spaced from the first weld seam line, wherein a plurality of spaced-apart weld seams are arranged along the second weld seam line, wherein the weld seams arranged along the first weld seam line and the weld seams arranged along the second weld seam line are preferably arranged alternately in the direction of the longitudinal extent (L).
18. Sheet pile arrangement for a sheet pile wall, comprising a sheet pile (60) which extends parallel to the longitudinal extent (L), wherein the sheet pile has a connecting region, a reinforcing element (50, 55) which extends parallel to the longitudinal extent (L), a connecting element (10) according to one of the preceding claims, wherein the straight section (20) of the connecting element (10) is connected to the reinforcing element (50, 55), in particular by a material fit, and wherein the connecting section (30) of the connecting element (10) forms a positive connection with the connecting region of the sheet pile (60). Sheet pile arrangement according to the preceding claim, wherein the connecting element (10) is welded to the reinforcing element (50, 55), and wherein preferably the connecting element (10) is welded to the sheet pile (60). Sheet pile arrangement according to one of the two preceding claims, wherein the reinforcing element (50, 55) is designed as a T-beam, wherein the T-beam has a web (50b) and a flange (50a), wherein the connecting element (10) is preferably welded to the flange on the side of the flange (50a) facing the web (50b), or wherein the reinforcing element (50, 55) is designed as a double-T-beam, wherein the double-T-beam has a web (50b) and two flanges (50a), wherein a connecting element (10) is preferably welded to this flange on a side of one of the flanges (50a) facing the web (50b),wherein, particularly preferably, connecting elements (10) are welded to the flanges on both sides of the flanges (50a) facing the web (50b), or wherein the reinforcing element (50, 55) is substantially round-tubular, wherein preferably a connecting element (10) is welded to the reinforcing element in the region of the first end section (25). Sheet pile wall comprising a sheet pile arrangement according to one of the three preceding claims, wherein the sheet pile wall has a plurality of reinforcing elements (50, 55), to each of which at least one connecting element (10) according to one of claims 1-15 is welded on both sides in the region of the straight section (20) and / or in the region of the first end section (25), wherein the connecting sections (30) of the connecting elements (10) are each positively connected to sheet piles (60). Sheet pile wall according to the preceding claim, wherein an intermediate element (70) is arranged between two sheet piles (60), which intermediate element is positively connected to each of these sheet piles (60). Sheet pile wall according to one of the two preceding claims, wherein the connecting elements arranged along the sheet pile wall are arranged rotated by 180° relative to one another in relation to the direction of the longitudinal extent, wherein the connecting elements along the sheet pile wall are preferably arranged rotated by 180° relative to the adjacent connecting elements in relation to the direction of the longitudinal extent.