The present disclosure regards a pile for a pile wall, said pile extending longitudinally between a first and a second end and comprising at least one perimeter profile in a cross section being essentially perpendicular to the longitudinal extension of said pile, said perimeter profile enclosing an uninterrupted area in said cross section, wherein at least one section of the perimeter profile extends outwardly forming a first male connection portion, and the uninterrupted area extends into the first male connection portion, thereby forming a load bearing portion of the pile. Furthermore, the present disclosure also regards a connection arrangement and a manufacturing method.

The present disclosure regards a pile for a pile wall, said pile extending longitudinally between a first and a second end and comprising at least one perimeter profile in a cross section being essentially perpendicular to the longitudinal extension of said pile, said perimeter profile enclosing an uninterrupted area in said cross section, wherein at least one section of the perimeter profile extends outwardly forming a first male connection portion, and the uninterrupted area extends into the first male connection portion, thereby forming a load bearing portion of the pile. Furthermore, the present disclosure also regards a connection arrangement and a manufacturing method.

A system that includes a plurality of front faces configured to be arranged end-to-end in a series. Adjacent front faces are connected together by a different X-shaped or X-wye connector that facilitates installation of reinforcement tail walls. At least one tail wall is connected to each connector. A redundant reinforcing tail wall may be constructed and attached to one of the connectors to provide alternative load path(s).

A system that includes a plurality of front faces configured to be arranged end-to-end in a series. Adjacent front faces are connected together by a different X-shaped or X-wye connector that facilitates installation of reinforcement tail walls. At least one tail wall is connected to each connector. A redundant reinforcing tail wall may be constructed and attached to one of the connectors to provide alternative load path(s).

The invention relates to a retaining work (12) in ground (S), the work having a vertical front portion and separating a first portion of ground (S1) from a second portion of ground. The front portion (14) is in the form of juxtaposed arched walls (16), each arched wall (16) presenting a concave side facing the first portion of ground and a convex side facing the second portion of ground, and the retaining work (12) further includes a rear portion (20) comprising a plurality of wall elements (22) having their largest faces extending vertically in the second portion of ground (S2), each wall element (22) being arranged between two adjacent arched walls (16) and extending transversely relative to the front portion (14).

The invention relates to a retaining work (12) in ground (S), the work having a vertical front portion and separating a first portion of ground (S1) from a second portion of ground. The front portion (14) is in the form of juxtaposed arched walls (16), each arched wall (16) presenting a concave side facing the first portion of ground and a convex side facing the second portion of ground, and the retaining work (12) further includes a rear portion (20) comprising a plurality of wall elements (22) having their largest faces extending vertically in the second portion of ground (S2), each wall element (22) being arranged between two adjacent arched walls (16) and extending transversely relative to the front portion (14).

The invention relates to a profiled connection section with a constant cross-section for coupling at least two Larssen sheet piles (Sx, Sy, Sz) at an angle of 90, comprising two identically designed hooked strips (12,14; 42,44,46; 62,64,66; 82, 84; 102; 104; 106). Each hooked strip (12, 14; 42, 44, 46; 62, 64, 66; 82, 84; 102; 104; 106) has a hook-shaped hook section (16), a lock base (18, 24; 50; 68, 70; 88; 110) which adjoins one end of the hook section (16) and runs in a straight manner, and a stop (20, 26; 48, 52; 72, 74; 86, 90; 108) which adjoins the lock base perpendicularly to the lock base (18, 24; 50; 68, 70; 88; 110). The free end of the hook section (16) together with the stop (20, 26; 48, 52; 72, 74; 86, 90; 108) forms a lock jaw (24, 28; 54; 92) for hanging the sheet pile lock of the Larssen sheet pile (Sx, Sy, Sz), and when viewed in a cross-sectional direction, each hooked strip (12, 14; 42, 44, 46; 62, 64, 66; 82, 84; 102; 104; 106) has an imaginary anchor point (A, B, C) on which the main contact point of the lock profile of the sheet pile (Sx, Sy, Sz) is arranged in an ideal assembly position. According to the invention, the anchor point (A, B, C) of each hooked strip (12, 14; 42, 44, 46; 62, 64, 66; 82, 84; 102; 104; 106) has a specified distance (Ay, Bxz, Cy) which is normal to the main direction (X; Y; Z) of the Larssen sheet pile (Sx, Sy, Sz) hung on the respective other hooked strip (12, 14; 42, 44, 46; 62, 64, 66; 82, 84; 102; 104; 106) in the ideal assembly position, wherein the distances between the anchor points (A; B, C) normal to the main directions (X, Y, C) of the Larssen sheet piles (Sx, Sy, Sz) hung on the hooked strips (12; 14; 42, 44, 46; 62, 64, 66; 82, 84, 102; 104; 106) in the ideal assembly position are identical.

The invention relates to a profiled connection section with a constant cross-section for coupling at least two Larssen sheet piles (Sx, Sy, Sz) at an angle of 90, comprising two identically designed hooked strips (12,14; 42,44,46; 62,64,66; 82, 84; 102; 104; 106). Each hooked strip (12, 14; 42, 44, 46; 62, 64, 66; 82, 84; 102; 104; 106) has a hook-shaped hook section (16), a lock base (18, 24; 50; 68, 70; 88; 110) which adjoins one end of the hook section (16) and runs in a straight manner, and a stop (20, 26; 48, 52; 72, 74; 86, 90; 108) which adjoins the lock base perpendicularly to the lock base (18, 24; 50; 68, 70; 88; 110). The free end of the hook section (16) together with the stop (20, 26; 48, 52; 72, 74; 86, 90; 108) forms a lock jaw (24, 28; 54; 92) for hanging the sheet pile lock of the Larssen sheet pile (Sx, Sy, Sz), and when viewed in a cross-sectional direction, each hooked strip (12, 14; 42, 44, 46; 62, 64, 66; 82, 84; 102; 104; 106) has an imaginary anchor point (A, B, C) on which the main contact point of the lock profile of the sheet pile (Sx, Sy, Sz) is arranged in an ideal assembly position. According to the invention, the anchor point (A, B, C) of each hooked strip (12, 14; 42, 44, 46; 62, 64, 66; 82, 84; 102; 104; 106) has a specified distance (Ay, Bxz, Cy) which is normal to the main direction (X; Y; Z) of the Larssen sheet pile (Sx, Sy, Sz) hung on the respective other hooked strip (12, 14; 42, 44, 46; 62, 64, 66; 82, 84; 102; 104; 106) in the ideal assembly position, wherein the distances between the anchor points (A; B, C) normal to the main directions (X, Y, C) of the Larssen sheet piles (Sx, Sy, Sz) hung on the hooked strips (12; 14; 42, 44, 46; 62, 64, 66; 82, 84, 102; 104; 106) in the ideal assembly position are identical.

A king pile for a combined wall system includes a first flange, a second flange, and a web. The first flange has a first flange body that is a generally rectangular plate having a first edge, a second edge, and a face. A first king pile interlock is formed integrally with the first flange body at the first edge, and a second king pile interlock is formed integrally with the first flange body at the second edge. The king pile includes a second flange having a second flange body, the second flange body being a generally rectangular plate having a face. The king pile also includes a web. The web may be a generally rectangular plate that is coupled to the face of the first flange body and the face of the second flange body. The first flange, second flange, and web may be formed separately and coupled by welding.

A king pile for a combined wall system includes a first flange, a second flange, and a web. The first flange has a first flange body that is a generally rectangular plate having a first edge, a second edge, and a face. A first king pile interlock is formed integrally with the first flange body at the first edge, and a second king pile interlock is formed integrally with the first flange body at the second edge. The king pile includes a second flange having a second flange body, the second flange body being a generally rectangular plate having a face. The king pile also includes a web. The web may be a generally rectangular plate that is coupled to the face of the first flange body and the face of the second flange body. The first flange, second flange, and web may be formed separately and coupled by welding.