Abstract: A method for constructing a steel sheet pile cofferdam is provided, including: step S1, determining a construction area of the steel sheet pile cofferdam; step S2, piling steel casings, and welding guide frame brackets to the steel casings, the guide frame brackets are connected with a guide frame and limiting clamp plates; step S3, piling steel sheet piles by relying on the guide frame; step S4, pouring subsealing concrete at a bottom of the steel sheet pile cofferdam; step S5, arranging purlins and internal supports within the steel sheet pile cofferdam; step S6, perform a secondary subsealing at the bottom of the steel sheet pile cofferdam; step S7, pumping water within the steel sheet pile cofferdam through a pump and pouring to form a bearing platform on the subsealing concrete; step S8, removing the steel sheet pile cofferdam after the bearing platform is formed.

Abstract: The present invention provides a hat-type steel sheet pile whose economic efficiency, workability, and integrity are all optimized. In the hat-type steel sheet pile according to the present invention, web portions are continuously formed at both ends of an upper flange portion, and lower flange portions are formed at respective end portions of a pair of web portions. A relationship among geometrical moment of inertia I per 1 m of wall width (cm4/m) when forming a steel sheet pile wall, weight per unit wall area W (kg/m2), penetration resistance R, and web angle ? (°) is set to satisfy one of several expression groups.

Abstract: A steel material for an underground continuous wall equipped with a hat type steel sheet pile having a hat-shaped cross-section, and an H-beam having an H-shaped cross-section, wherein: the hat type steel sheet pile includes a web, a pair of flanges, and a pair of arm sections; the H-beam includes a pair of flange sections and a web section; an outer surface of the H-beam is secured to an outer surface of the web; the length of the H-beam is shorter than that of the hat type steel sheet pile, and an overall length of the H-beam is arranged within the length of the hat type steel sheet pile; and a rear end of the H-beam is located closer to a forward end side than a rear end of the hat type steel sheet pile.

Abstract: An interlocking sheet profile connector comprises a first and a second connecting profile. The first connecting profile includes a base attached to the first sheet pile wall element, a neck strip projecting from the base and a head strip of larger cross section on the free end of the neck strip. The second connecting profile possesses a base attached to a second sheet pile wall element and a claw strip to secure a head strip. The head strip of the first connecting profile is thus configured both to secure the claw strip of a sheet pile as a sheet pile wall element and to secure the claw strip of the second connecting profile, while the claw strip of the second connecting profile serves both to secure the head strip of a sheet pile as a sheet pile wall element and to secure the head strip of the first connecting profile.

Abstract: A steel sheet pile in double-T form includes a web and two flanges, in which each flange has an inner side facing the web, an outer side facing away from the web, and two longitudinal edges, and also coupling means for a connection profile along at least one longitudinal edge of at least one flange. In a first embodiment, the coupling means are formed by a groove which extends in the outer side of at least one flange along at least one longitudinal edge.

Abstract: The invention relates to an assembly of several sheet pile walls and at least one pair of connecting profiles (10, 20) with uniform cross section viewed along the longitudinal direction to connect two sheet pile walls (90, 94). In this assembly (100), the first of the two connecting profiles (10) possesses a base attached to the first sheet pile wall (90), a neck strip projecting from the base in a predetermined direction, and a head strip of larger cross section on the free end of the neck strip for engagement with a claw strip partially surrounding the head strip. The second of the two connecting profiles (2) possesses a base attached to a second sheet pile wall (90) and a claw strip to secure a head strip.

Abstract: A connection element (10), having a constant cross-section for sheet pile wall components such as sheet piles, features a claw profile (12) for engaging a head strip (44) of a sheet pile wall component (42). The claw profile (12) exhibits a claw-shaped lock (22) formed by two hook strips (18, 20) as well as an attachment profile (14) for engaging in a claw-shaped lock (46) of a sheet pile wall component (42). The attachment profile (14) exhibits a straight neck strip (32) and a head strip (34) of a greater cross-section at its free end. An additional head strip (38) for securing a claw-shaped lock (46) of a sheet pile wall component (42) is formed at the free end section (28) of at least one of the hook strips (20) of the claw profile (12).

Abstract: A connection element (10), having a constant cross-section for sheet pile wall components such as sheet piles, features a claw profile (12) for engaging a head strip (44) of a sheet pile wall component (42). The claw profile (12) exhibits a claw-shaped lock (22) formed by two hook strips (18, 20) as well as an attachment profile (14) for engaging in a claw-shaped lock (46) of a sheet pile wall component (42). The attachment profile (14) exhibits a straight neck strip (32) and a head strip (34) of a greater cross-section at its free end. An additional head strip (38) for securing a claw-shaped lock (46) of a sheet pile wall component (42) is formed at the free end section (28) of at least one of the hook strips (20) of the claw profile (12).

Abstract: The first of the two connecting profiles of a sheet pile wall assembly possesses a base attached to a sheet pile wall, a neck strip projecting from the base in a predetermined direction, and a head strip of larger cross section on the free end of the neck strip for engagement with a claw strip partially surrounding the head strip. The second of the two connecting profiles possesses a base attached to a second sheet pile wall and a claw strip to secure a head strip. The head strip of the first connecting profile is thus configured both to secure the claw strip of a sheet pile as a sheet pile wall and to secure the claw strip of the second connecting profile.

Abstract: A vibratory pile driver configured to insert curved sheet pile beneath a conduit by rotating the pile driver about a fixed pivot element to advance the curved sheet pile along a fixed arc. In one exemplary embodiment, the distance between the fixed pivot element and the clamps that secured the curved sheet pile to the pile driver is the same as the radius of curvature of the curved sheet pile. In another exemplary embodiment, when the curved sheet pile is secured to the pile driver by the clamps, the center of the radius of curvature of the curved sheet pile lies substantially on the rotational axis of the fixed pivot element. In this embodiment, the vibratory pile driver may be rotated about the fixed pivot element to advance the curved sheet pile along an arc having curvature substantially identical to the radius of curvature of the curved sheet pile.

Abstract: The inventive girder (10) for a support wall curtain comprises a core (12) and two parallel wings (14, 16) which are supported by said core and provided with connection means (20). Said wings (14, 16) are reinforced on the largest part of the width thereof on the side opposite to the core (12) by an excessive material thickness which starts only at a certain distance (d1) from the longitudinal edges of the wing, thereby leaving the thinner wing ends (21) carrying said connection means (20) free. The non-reinforced ends (21) of the wings make it possible to use a conventional connection systems (18) in order to integrate such a girder (10) provided with a high resistant module into the support wall curtains.

Abstract: The invention relates to a double T-shaped steel piling wall profile (1), which is produced by hot rolling and which has two flange sections (3) that are centrally joined via a connecting member (8). The flange sections have connecting end sections (4), which are adjoined thereto and which have a club-shaped design.

Abstract: A combination pile wall is formed of beam elements (12), particularly T-beams and double-T-beams (I-beams), and shaped connection strips (16) directly or indirectly connecting the beam elements (12), whereby each shaped connection strip (16) that is coupled directly with one of the beam elements (12) is engaged with one of the locking elements (30) formed on the respective beam element (12). The two mutually-engaged locking elements (24, 26) of the shaped connection strip (16) and of the beam element (12) are configured with a cross section such that the two locking elements (24, 26) may pivot with respect to each other through an angular range of a minimum ±3° to a maximum ±10°.

Abstract: To simplify the production and expand the variability of structures to use, a grooved sheet pile having a trough-type body is produced by cutting a cylindrical segment (referred to as a troughlike element) (1) from a round tube along its length and fixing locking elements (2) and (3) to side edges of the troughlike element. The troughlike element (1) can be reinforced by attaching reinforcing elements (4) thereto and/or providing annular elements (15), (16). The troughlike element (1) has a section made of material of higher strength and/or corrosion-resistant and/or thickened material. The troughlike elements (1) can be arranged in parallel and fixed to each other to make a panel.

Abstract: In a metal sheet pile, an effective width B [mm], a flange width Bf [mm], a height H [mm] and a geometrical moment of inertia I [cm4/m] meet the inequalities 700?B?1,200; 280?Bf?0.0005×B2?0.05×B; and ?0.073×B+0.0043×I+230?H?380. The metal sheet pile provides a better cross-sectional performance than a background art metal sheet pile.

Abstract: A system of composite panels comprised of resin impregnated carbon fiber sheets, on opposing sides of a fiberglass core, having structural values directly related to the thickness of the core and the amount of carbon fiber incorporated, to be used in marine conditions to resist scour or erosion while retaining soil materials behind the panel and resisting hydrostatic loads. Each panel will have high-density polyethylene (HDPE) interlocks on opposite edges allowing the panels to slide together allowing a series of joined panels to form a continuous wall. Additionally the preformed HDPE interlocks may be field-installed and removed allowing the carbon fiber panels to be cut to a specific dimension as necessary.

Abstract: Composite sheet piling segments with supplemental fiber re-enforcement of the corners of the segment have been developed. The sheet piling segments include a series of panels that are connected at an angle and supplemental fibers that are added to reenforce that angle. The sheet piling segment may also include a connector that is used to join separate sheet piling segments together. Supplemental fibers may be added to reenforce the connector.

Abstract: A carbon fiber re-enforced composite segment of sheet piling has been developed. The segment of sheet piling includes a base material and carbon fibers that re-enforce the base material. Other fiber materials could be used in place of carbon. These materials include: aramid, kevlar, metal cords, and basalt. Additionally, a mixture of any of these types of materials could be used as a fiber re-enforcement for the sheet piling segment.

Abstract: The inventive grooved sheet pile having a though-type body is produced by cutting a cylindrical segment (1) from a round tube along the length thereof, and fixing locking elements (2 and 3) to the side edges of said segment. The segment (1) can be cut together with an annular section (15) of a tube (16) and reinforced by fixing elements (4), an internal (5) or external (6) strap, internal (8 and 9) and/or external (10 and 11) faceplates or stiffening ribs fixed thereto. Said segment can be embodied from sections of cylindrical segments welded to each other. At least one section (18) has an increased thickness or is made of a corrosion-resistant material. In order to produce an enlarged grooved pile, two or more cylindrical segments (1) cut from a tube are used. Said segments are disposed in a parallel position with respect to each other and fixed to each other with the aid of reinforcing elements (12, 13, and 14). The locking elements (2 and 3) are fixed to the lateral side of the thus obtained panel.

Abstract: In a metal sheet pile, an effective width B [mm], a flange width Bf [mm], a height H [mm] and a geometrical moment of inertia I [cm4/m] meet the inequalities 700≦B≦1,200; 280≦Bf≦0.0005×B2−0.05×B; and −0.073×B+0.0043×I+230≦H≦380. The metal sheet pile provides a better cross-sectional performance than a background art metal sheet pile.

Abstract: A re-enforced composite sheet piling segment is disclosed. The segment of sheet piling includes multiple panels. The panels of the segment come together at an angle to form a corner. A re-enforcement is placed in the corner of the segment. The re-enforcement has a cross-sectional area that is convex shaped.

Abstract: A re-enforced composite sheet piling segment is disclosed. The segment of sheet piling includes multiple panels. The panels of the segment come together at an angle to form a corner. A re-enforcement is placed in the corner of the segment. The re-enforcement has a cross-sectional area that is convex shaped.

Abstract: A U-head plate is provided having a channel for capturing a base plate of a shoring apparatus. A pair of inwardly opposing L-shaped extensions extending downwardly from the U-head plate forms the channel. A latch attached to the U-head plate has a tongue for engaging a notch in the base plate of the shoring apparatus upon capture of the base plate of the shoring apparatus within the channel. The tongue is biased toward the notch by a spring.

Abstract: A connection arrangement for temporary shoring in an excavation site is used to secure I-beams together at corners within the excavation site. Typically, four I-beams are connected together to form a rectangular frame that is suspended within the excavation for bracing the shoring walls thereof. However, any polygonal shape may be used. The connection arrangement includes mating socket or connecting members which are placed over the ends of I-beams to be fastened together. One of the connecting members includes an outwardly extended tab while the other includes a pair of outwardly extended tabs. The first outwardly extending tab fits between the two extending tabs of the corresponding connecting member. All of the tabs are provided with apertures which are placed in alignment when the connection is made so that a bolt or pin can be passed through the apertures to secure adjacent connecting members together.

Abstract: A connecting element for sheet piles, particularly to join two sheet piles at an angle to each other, which includes hook strips (2, 3), whereby the one hook strip (2) is shaped as a knob section that consists of a head (4) and a basically straight neck (5) leading to the other hook strip, and includes an approximately rectangular channel (6), and whereby at least one additional hook strip (3) is formed as a C-shaped claw with a jaw (8), so that an approximately oval interior cavity (7) is formed.

Abstract: A method for sealing the connection between two sheet piles, this connection being achieved by using claws integrated with the sheet piles. Prior to the interlocking of the sheet piles, a jointing band of an elastic, compressible and/or hydroswellable organic material is stuck to the claw of at least one of the sheet piles. The method further includes fixing a metal sheet to the free surface of the band, and then interlocking the sheet piles. The invention also provides a sheet pile comprising a claw provided with a band of an elastic, compressible and/or hydroswellable organic material, characterized in that the outer surface of the band is at least partly covered with a metal sheet which is connected to the band.

Abstract: An excavation wall retaining assembly for use during repairs of damaged, earth ground-embedded fluid pipes, comprising: a first series of lowermost walls, vertically installed at the periphery of the lower section of an excavation made in the ground about the fluid pipes; feet releasably supporting the first series of walls spacedly above the flooring defined by the excavation; at least a second series of upper walls, vertically installed edgewisely over the first series of walls, supportingly by the latter. Jacks provide releasable, adjustable, compressive biasing forces against the walls so as to retain the latter in vertical position against caving in of surrounding earth. The wall retaining assembly is dismantleable and all of its structural elements are fully retrievable after use, from the bottom up or from top to bottom.

Abstract: A template retaining wall for use in marine environments is composed of a plurality of interconnected, piled, prefabricated templates. Each template comprises a series of vertically extending, horizontally spaced apart legs and a series of battered, horizontally spaced apart legs. The legs are interconnected by horizontally and diagonally extending truss/strut members. A track guide is positioned on one lateral end of each template and a rider guide is positioned on the other lateral end of each template. The rider guide on one template engages the track on an adjacent template. A metal sheet pile is welded between each of the vertical legs and piles, extend through each of the legs into the ground underlying the water. The retaining wall may be curved into a circular configuration to enclose and retain an artificial island or may be formed into other shapes.

Abstract: An extruded section bar member for use as a vertical support in furniture, particularly in industrial and office furniture, comprising a cross section corresponding to an elongated rectangle with rounded edges and including T-grooves recessed into its long sides for receiving fastening elements.

Abstract: A heat-insulating, antisweat structural component for prefabricated residential houses, etc. comprises a set of H-shaped steel sheet piles each having opposed side plates coupled by a coupling plate and fittingly coupled to the other in a side-by-side relationship. In each H-shaped steel sheet pile, an engaging piece is formed at one edge and a fitting piece adapted to snugly fit the engaging piece is formed at the other edge of each of the side plates in such a manner that they are continuous along the respective edges, and fitting grooves are formed centrally on the opposed surfaces of the coupling plate to extend in an opposed relationship to each other and in parallel with the side plates.

Abstract: A guide for pitching interlocking piles has a carrier with a clamp at its upper end with positive gripping elements for the bottom edge of a pile to be pitched. A pair of pivoted shafts at the lower end of the carrier have engagement rollers conforming to the profile of opposite faces of the lateral edge region of the adjoining pitched pile. The shafts are pivoted apart to position the guide on said pitched pile and the rollers are then engaged with said pile by pivoting the shafts to parallel positions. Spring biassing on the guide urges the edges of the piles into lateral alignment for interlocking engagement when the pile to be pitched is lifted above the pitched pile.

Abstract: In an H-shaped steel sheet pile wherein central parts of both side plates are coupled by a coupling plate, an engaging piece is formed at one edge of the side plate and a fitting piece adapted to snugly fit the engaging piece is formed at the other edge in such a manner that they are continuous along the respective edges, and fitting grooves are formed on both surfaces of the coupling plate in a manner to extend in opposition to each other in the lengthwise direction of the coupling plate, to form an H-shaped steel sheet pile (hereinbelow, termed an "AH-shaped steel sheet pile"). Apertures are opposingly provided at required positions of both the side plates of the AH-shaped steel sheet pile, to form an H-shaped steel sheet pile (hereinafter, called a "BH-shaped steel sheet pile").