An apparatus for plumbing a transmission or distribution pole comprising: multiple pole brackets connected with an adjustable ratchet strap; multiple scissor jacks with each having a jack mount; at least one power drill or hand crank to adjust the scissor jack; whereby the pole can be efficiently adjusted into the proper plumb or leveled position.

A member-to-member planar connection bracket that includes multiple repeated fuse element configurations that each provide a pre-determined inelastic load-carrying capacity and a reliable inelastic deformation capacity upon development of one or more inelastic hinge locations within the fuse elements. The fuse configurations are interconnected in series such that the total deformation accommodated between first end of the bracket and second end of the bracket is the sum of deformations accommodated by the individual fuse configurations. Multiple brackets are configured in laminar configurations and interconnected to create a connection assembly that provides increased strength or increased deformation capacity as compared to an individual bracket. The connection assembly is used to connect a first structural member and second structural member. The pre-determined maximum inelastic load-carrying capacity of the assembly is less than the elastic load-carrying capacity of the first structural member and the second structural member.

A member-to-member planar connection bracket that includes multiple repeated fuse element configurations that each provide a pre-determined inelastic load-carrying capacity and a reliable inelastic deformation capacity upon development of one or more inelastic hinge locations within the fuse elements. The fuse configurations are interconnected in series such that the total deformation accommodated between first end of the bracket and second end of the bracket is the sum of deformations accommodated by the individual fuse configurations. Multiple brackets are configured in laminar configurations and interconnected to create a connection assembly that provides increased strength or increased deformation capacity as compared to an individual bracket. The connection assembly is used to connect a first structural member and second structural member. The pre-determined maximum inelastic load-carrying capacity of the assembly is less than the elastic load-carrying capacity of the first structural member and the second structural member.

A modular framing system with assorted connection devices which permit customization of the modular frame system for a variety of purposes. Connection devices include bases, adapters, extenders, connectors and enclosers. Connection devices have male and/or female components allowing the connection devices to fit together in a variety of configurations to form a variety of modular frames. A further connection device is an attachment connector that is connected to a side wall opening of the base, adapter, extender, connector or encloser and creates a platform that may be varied in size and an object may be placed on the platform.

A modular framing system with assorted connection devices which permit customization of the modular frame system for a variety of purposes. Connection devices include bases, adapters, extenders, connectors and enclosers. Connection devices have male and/or female components allowing the connection devices to fit together in a variety of configurations to form a variety of modular frames. A further connection device is an attachment connector that is connected to a side wall opening of the base, adapter, extender, connector or encloser and creates a platform that may be varied in size and an object may be placed on the platform.

A vertical tie is for a load-bearing column of a building off-site structural module with a box-section structural member. The tie has a top tie assembly for engagement by a torqueing tool from above the column. There is a bottom tie assembly, which fastens to the module below. Torque which is applied to the top tie assembly is transferred to the bottom tie assembly by an interconnect tube. The top and bottom tie assemblies are configured so that the bottom tie assembly is adapted to engage with a top tie assembly of an underneath module, in one case by a nut engaging a spindle protruding up from the lower module. This allows modules to be tied together in the vertical direction in a simple, convenient, and safe manner by an operator on-site working on top of the upper module. Access to torque the tie does not require any side opening in the column and so its load-bearing properties are not affected.

A support stand for supporting a volumetric modular unit above the ground is disclosed. The support stand includes a top portion with a top surface for contacting and supporting an underside of the modular unit above the ground. A bottom portion with a bottom surface supports the top portion at an elevation above the ground against the underside of the modular unit. An elevating portion has a top side connected to the top portion, a bottom side connected to the bottom portion, and an elevating span between the top side and the bottom side. A pad is connected to the bottom portion. The pad has a bottom surface for contacting and supporting the bottom portion against the ground, an inner pad perimeter and an outer pad perimeter. The top surface is parallel with the bottom surface. The underside and weight of the modular unit is supported on the top surface.

Supporting structure, in particular for a wind power plant, having at least two sub-segments which are at least partially connected to one another and are respectively formed from a metal plate having a longitudinal extent and a width extent. The longitudinal extent being greater than the width extent, and the sub-segments each having longitudinal edges extending in longitudinal extent and being connected to one another at mutually abutting joint surfaces along the longitudinal edges by a welded joint respectively. The sub-segments respectively have end edges extending in width, the sub-segments being bent along their end edges respectively. The respective welded joint has in sections a thickness which is smaller than a wall thickness of the metal plate and in sections a thickness which corresponds at least to the wall thickness of the metal plate.

The method of the invention optimizes logistics of prefabricated modules delivery to a building site. The method of the uses the pre-fabricated sets of the multiple elements prepared at the building site including: the modules, the slabs with apertures for the installation of columns, the foundation with capping, and the columns which are preferably. The columns are fabricated with the internal channels for water runoff. During installation the columns are joined by the diagonal braces. The roofing slab modules are mounted to provide connection with the internal channels in the columns. The utility modules are provided with a control system having the software to allow control of the electrical and water supply systems.

The method of the invention optimizes logistics of prefabricated modules delivery to a building site. The method of the uses the pre-fabricated sets of the multiple elements prepared at the building site including: the modules, the slabs with apertures for the installation of columns, the foundation with capping, and the columns which are preferably. The columns are fabricated with the internal channels for water runoff. During installation the columns are joined by the diagonal braces. The roofing slab modules are mounted to provide connection with the internal channels in the columns. The utility modules are provided with a control system having the software to allow control of the electrical and water supply systems.