A wood support protection device for protecting wood supports from water damage includes a tube that defines an interior space. The tube has a top and a bottom. The top is open. The top is complementary to a lower end of a wood support. A plurality of rods is coupled to and extends substantially perpendicularly between opposing sides of the tube. A plurality of slots is positioned in the tube adjacent to the bottom. The top is configured to insert the lower end of the wood support into the interior space. The rods are configured to retain the wooden support above the bottom of the tube. The slots are positioned in the tube such that the slots are configured to drain water from the interior space. The wood support is protected from damage and rot caused by exposure of the lower end of the wood support to water.

A wood support protection device for protecting wood supports from water damage includes a tube that defines an interior space. The tube has a top and a bottom. The top is open. The top is complementary to a lower end of a wood support. A plurality of rods is coupled to and extends substantially perpendicularly between opposing sides of the tube. A plurality of slots is positioned in the tube adjacent to the bottom. The top is configured to insert the lower end of the wood support into the interior space. The rods are configured to retain the wooden support above the bottom of the tube. The slots are positioned in the tube such that the slots are configured to drain water from the interior space. The wood support is protected from damage and rot caused by exposure of the lower end of the wood support to water.

A tool for an offshore wind power foundation pile includes a steel pipe pile, a pile core, a pile cap, and a pile shoe. A cutting shoe portion is arranged at a bottom of the steel pipe pile, and an outer diameter of the pile shoe is larger than an outer diameter of the cutting shoe portion; the pile cap is detachably connected to the top of the steel pipe pile; the pile core is located in the steel pipe pile, the pile core is detachably connected to the pile shoe, and a length of the pile core is larger than or equal to a length of the steel pipe pile; the pile cap is further provided with a pile core accommodating groove and a pile core limiting portion; the pile core limiting portion includes a pile core limiting block and a limiting hole.

A tool for an offshore wind power foundation pile includes a steel pipe pile, a pile core, a pile cap, and a pile shoe. A cutting shoe portion is arranged at a bottom of the steel pipe pile, and an outer diameter of the pile shoe is larger than an outer diameter of the cutting shoe portion; the pile cap is detachably connected to the top of the steel pipe pile; the pile core is located in the steel pipe pile, the pile core is detachably connected to the pile shoe, and a length of the pile core is larger than or equal to a length of the steel pipe pile; the pile cap is further provided with a pile core accommodating groove and a pile core limiting portion; the pile core limiting portion includes a pile core limiting block and a limiting hole.

A noise-attenuating pile comprising a pile driving shoe, an outer tube that engages the pile driving shoe, and an inner member that extends through the outer tube and engages the pile driving shoe, wherein the pile is configured to be installed in sediment or other suitable material by driving the inner member with a pile driver, without directly impacting the outer tube, such that the radial outer tube is substantially insulated from the radial expansion waves generated by the pile driver impacting the inner member. In some piles, one of the inner member and the outer tube are removable after installation. In some piles, a seal is provided in a lower end of the channel defined between the inner member and the outer tube, which may be biodegradable, or may be an inflatable bladder, for example.

A noise-attenuating pile comprising a pile driving shoe, an outer tube that engages the pile driving shoe, and an inner member that extends through the outer tube and engages the pile driving shoe, wherein the pile is configured to be installed in sediment or other suitable material by driving the inner member with a pile driver, without directly impacting the outer tube, such that the radial outer tube is substantially insulated from the radial expansion waves generated by the pile driver impacting the inner member. In some piles, one of the inner member and the outer tube are removable after installation. In some piles, a seal is provided in a lower end of the channel defined between the inner member and the outer tube, which may be biodegradable, or may be an inflatable bladder, for example.

Various examples are provided related to compression spacers which can be utilized in the construction of, e.g., a micropile or drilled shaft. In one example, a high-capacity compression spacer includes a grout vessel body including: a grout receiving portion defined by a bottom of the grout vessel body and a portion of a sidewall of the grout vessel body; a bar receiving portion extending from the grout receiving portion to a lip defining an opening of the grout vessel body; and a plurality of tie wire insertion holes distributed about the bar receiving portion. Each of the plurality of tie wire insertion holes can be configured for insertion of a tie wire. The grout vessel body can be a single piece, molded body. The grout receiving portion can be filled with a high-strength, non-expanding grout or concrete.

Various examples are provided related to compression spacers which can be utilized in the construction of, e.g., a micropile or drilled shaft. In one example, a high-capacity compression spacer includes a grout vessel body including: a grout receiving portion defined by a bottom of the grout vessel body and a portion of a sidewall of the grout vessel body; a bar receiving portion extending from the grout receiving portion to a lip defining an opening of the grout vessel body; and a plurality of tie wire insertion holes distributed about the bar receiving portion. Each of the plurality of tie wire insertion holes can be configured for insertion of a tie wire. The grout vessel body can be a single piece, molded body. The grout receiving portion can be filled with a high-strength, non-expanding grout or concrete.

A centering sleeve is provided for a pile shoe to be disposed on a driven pile. The centering sleeve can be elongated starting from an upper end of the centering sleeve along a longitudinal axis to a lower end of the centering sleeve. The centering sleeve has an outer casing surface, and a centering device projecting from the casing surface is disposed on the casing surface.

A centering sleeve is provided for a pile shoe to be disposed on a driven pile. The centering sleeve can be elongated starting from an upper end of the centering sleeve along a longitudinal axis to a lower end of the centering sleeve. The centering sleeve has an outer casing surface, and a centering device projecting from the casing surface is disposed on the casing surface.