摘要:
A foundation reinforcement system may include an elongated beam, a first bracket assembly and a second bracket assembly. Each bracket assembly includes a shaft receiving portion and a seat portion. The seat portion includes a plurality of protruding members that protrude upwardly therefrom. The elongated beam is disposed atop the seat portion of the first bracket assembly such that at least one of the plurality of protruding members of the bracket assembly is disposed on each of opposing lateral sides of the elongated beam. The bracket assemblies are horizontally spaced-apart from each other. The elongated beam is disposed atop the seat portion of the second bracket assembly such that at least one of the plurality of protruding members of the second bracket assembly is disposed on each of opposing lateral sides of the elongated beam.
摘要:
An LNG production plant and a method of constructing the LNG production plant is disclosed. The LNG production plant includes at least one plant module and a support structure to support the plant module. Each plant module is dry transported by a heavy lift vessel and subsequently transferred to the support structure without lifting the plant module from a deck of the vessel. The support structure includes a landing substructure onto which the plant module is transferred from the vessel. Landing substructure may be onshore or offshore. The support structure may also include one or more onshore support substructures and a transfer path enabling a plant module to be moved from the landing substructure to a corresponding onshore support substructure.
摘要:
The present invention is directed to a customizable, modular foundation system using blocks and post-tensioning for improved structural integrity of the foundation. In some embodiments, the improved foundation system is provided by post-tensioning a plurality of blocks together such that cables or bars used for tensioning run in different directions than any of the joint lines between adjacent blocks. In this way, there are no bendable joints between adjacent blocks. Moreover, in some embodiments the blocks are hexagonal, such that each block has six sides and post-tensioning cables can run in at least three different directions. Structures or apparatuses may be secured to the foundation comprised of multiple blocks, with the foundation being rigid, customizable, and both assembled and usable in any desired location.
摘要:
A system for installing prefabricated wall panels in a building includes a lower sill plate adapted to be fastened to a foundation, an upper sill plate fastened to a bottom of the prefabricated wall panel and adapted to be inserted within the lower sill plate, and a plurality of openings in the upper sill plate. The openings are adapted to allow grout to be inserted between the upper sill plate and the lower sill plate after the upper sill plate is inserted within the lower sill plate.
摘要:
Concrete mounting apparatuses, concrete connector installation assemblies, and methods of installing a concrete mounting apparatus are disclosed. In some embodiments, the concrete mounting apparatus may include a mounting base that is planar and is configured to be supported on concrete. The mounting base may include a plurality of apertures sized to receive one or more fasteners. The apparatus may additionally include an attachment member attached to, or formed with, the mounting base. The apparatus may further include a support member configured to be supported on the mounting base. The support member may include a hole configured to receive at least a portion of the attachment member, a plurality of holes that is adjacent to the attachment member when the attachment member is received in the hole, and one or more spaced fins configured to receive one or more rails of the fence.
摘要:
A system for installing prefabricated wall panels in a building includes a lower sill plate adapted to be fastened to a foundation, an upper sill plate fastened to a bottom of the prefabricated wall panel and adapted to be inserted within the lower sill plate, and a plurality of openings in the upper sill plate. The openings are adapted to allow grout to be inserted between the upper sill plate and the lower sill plate after the upper sill plate is inserted within the lower sill plate.
摘要:
A structure includes at least one foundation, two legs, a horizontal support, and an adhesive. The two legs are supported by the at least one foundation. Each of the two legs includes at least one aperture. The horizontal support has two ends. A first end is located in an aperture in a first leg of the two legs and a second end of the horizontal support is located in an aperture in a second leg of the two legs. The first end of the horizontal support has a cross-sectional area that is less than a cross-sectional area of the aperture in the first leg and the second end of the horizontal support has a cross-sectional area that is less than a cross-sectional area of the aperture in the second leg. The adhesive is within each aperture and in contact with the horizontal support.
摘要:
A flat-plate foundation support includes a lower portion extending longitudinally along a central longitudinal axis of the support and adapted for insertion into a ground surface. The lower portion has a plurality of flat plates that are mutually connected along the central longitudinal axis of the support and extend laterally or radially from the central longitudinal axis. The flat plates are beveled and have a sharpened leading edge at a lower end of the lower portion. An upper portion of the support is attached to a top end of the lower portion. The upper portion of the support is attached to a ground supported apparatus to anchor the apparatus to the ground.
摘要:
A method for anchoring a foundation structure (3) in a seabed (1) that includes introducing a receiving structure (6) into the seabed, lowering a support post (5) of the foundation structure (3) into the receiving structure (6), producing a connection between the receiving structure (6) and foundation structure (3) by filling the receiving structure (6) with a curable filling compound (7), and curing the curable filling compound (7), wherein the support post (5) is fixed in the receiving structure (6) prior to filling the receiving structure (6) with the curable filling compound (7). Also disclosed is a foundation structure (3) for an offshore wind turbine, for anchoring in a seabed (1), which includes at least one support post (5) to be introduced into a receiving structure (6), which has fixing elements (11, 20) for temporarily fixing in the receiving structure (6) before grouting is carried out.
摘要:
The transportable building is made of side-by-side building sections mounted on parallel foundation beams. Each building section has a skate clamp mounted thereto for sequential sliding and clamping engagements to one of two foundation beams. In another aspect, each of the beams has a removable receiving end attached thereto. Each receiving end has a V-shaped trough on an upper surface thereof to facilitate the alignment of building sections onto the foundation beams during the assembly of the transportable building. In yet another aspect, each foundation beam has workable jacks at each end thereof and a series of self-adjusting jacks mounted thereto between the workable jacks for supporting the transportable building on an uneven ground surface.