The present invention discloses a shoring apparatus, a system incorporating the apparatus, and a related method utilizing the apparatus in the system for an improvement in conducting concrete edge repairs in multi-story buildings. The shoring apparatus includes a structural member and attachment features that are configured to make the shoring apparatus attachable to the underside of a concrete structure that is to undergo edge repairs. The shoring apparatus is advantageous over shore poles in that they securely support the concrete form without relying on a lower structure to counter the load of the structural repair.

A joining part for a multipurpose system for partitioning a premise and protecting it, regardless of its configuration, in particular angular, includes a contact pad with a bearing surface comprising a cylinder. Two superposed rings are fitted around the cylinder of the pad and are mounted so as to rotate with respect to one another. Each ring includes a protrusion for fastening a longitudinal element of the partitioning system. The joining part also includes a support base for a telescopic prop. The support base and the contact pad include complementary fastening means configured such that the rings are free to rotate about the cylinder but butt against the pad and the base.

An adjustable top plate device for a jack post for supporting a top structure when positioned on a floor structure. The adjustable top plate device comprises a plate member, at least one protrusion and an insert body. The plate member defines a top surface for interfacing and/or engaging the top structure and an opposite undersurface for engaging a top plate of jack post The protrusion protrudes from the top surface of the plate member for engaging the top structure and comprises deformable and resilient material. The insert body extends beneath the undersurface of the plate member for being inserted in an opening of the jack post. When the adjustable top plate device is mounted to the jack post, the insert body is inserted within the opening of the rod and the undersurface of the plate member engages the top plate of the rod.

A column bracket assembly is provided. The column bracket assembly comprises a bottom base bracket and a top base bracket, each including a bracket body adapted to receive an end of support element (e.g. a wooden column) and a mounting bracket/plate pivotally coupled to the bracket body and adapted to be coupled to a structural element (e.g. a footing, pile, header, beam etc.). The column bracket assembly optionally includes mounting brackets for installing cross brace brackets and/or tension rods to the bracket bodies. A method of installing the column bracket assembly, and a method of repairing, resettling, shoring, and/or leveling a structure with the column bracket assembly are also provided, along with structures comprising the column bracket assembly.

A telescopic edge protection post arrangeable between a floor and a ceiling, comprising outer and inner tubes, each comprising a bottom end and a top end, the inner tube extending into the outer tube and being movable with respect thereto between an extended position and a collapsed position. The post further comprises a locking mechanism to lock the inner tube with respect to the outer tube in the extended position, and a tensioning unit arranged at the top end of the inner tube. The tensioning unit comprises a tensioning element having a primary and secondary tensioning portions, wherein tensioning of the secondary tensioning portion requires a lower force than the primary tensioning portion, allowing tensioning of the secondary tensioning portion by extending the telescopic edge protection post by hand into engagement with the floor and the ceiling. Further, the primary and secondary tensioning portions each comprise a compression spring.

A method for displacing a ceiling formwork for a nearest concreting section, wherein first and second supporting devices for supporting the ceiling formwork are arranged below the nearest concreting section. Said supporting devices each have a shuttering position and a stripping position, wherein the ceiling formwork is raised to a concreting level in the shuttering position and lowered relative to the concreting level in the stripping position. The first supporting device is moved into the stripping position and the second supporting device is moved into the shuttering position, and a collision protection element is arranged between the second supporting device and an end face of the ceiling formwork when the end face of the ceiling formwork strikes the second supporting device after passing over the first supporting device, so the collision protection element forms a flank rising in the displacement direction for guiding the ceiling formwork in the displacement direction.

A formwork system includes (a) a wallform panel for forming a wall portion; and (b) at least one brace assembly including a pair of vertically spaced apart props pivotably connected to the wallform panel for pivoting of the brace assembly relative to the wallform panel between a storage position, in which the brace assembly lies adjacent the wallform panel, and a deployed position, in which the brace assembly projects from the wallform panel for anchoring the props to a ground surface through a common base plate connected to each prop.

A telescopic edge protection post arrangeable between a floor and a ceiling, wherein the telescopic edge protection post comprises an outer tube having a floor end and a top end, and an inner tube having a bottom end and a ceiling end. The inner tube extends into the outer tube and is movable with respect thereto between an extended position and a collapsed position. The post further has a locking mechanism arranged to lock the inner tube with respect to the outer tube, and a tensioning device. The locking mechanism comprises a fixed element, which is attached to the outer tube at its top end, and a movable element, which is movable with respect to the fixed element between a locking position in which the movable element engages with the inner tube and the fixed element to prevent the inner tube from being retracted into the outer tube.

A foundation structure is made up of a screw that is vertically adjustable into a pile to a desired height, a ball joint connected to the screw, and load bearing components that can be adjusted on the ball joint in 3-dimensional space with respect to the position of the pile. The load bearing components include one or more plates that define one or more hollow slots into which one or more bolts can be held in place vertically while still having allowance for lateral motion. A load bearing plate at the top of the structure can be laterally translated based on movement of the bolt. The load bearing plate is removably coupled to the floor of a building. The structure allows for vertical, lateral, and angular adjustment, providing tolerance for foundation misalignments due to inconsistencies inherent to topography and/or offset between an intended and an actual point of installation.

A column bracket assembly is provided. The column bracket assembly comprises a bottom base bracket and a top base bracket, each including a bracket body adapted to receive an end of support element (e.g. a wooden column) and a mounting bracket/plate pivotally coupled to the bracket body and adapted to be coupled to a structural element (e.g. a footing, pile, header, beam etc.). The column bracket assembly optionally includes mounting brackets for installing cross brace brackets and/or tension rods to the bracket bodies. A method of installing the column bracket assembly, and a method of repairing, resettling, shoring, and/or leveling a structure with the column bracket assembly are also provided, along with structures comprising the column bracket assembly.