Patent classifications
E04H12/06
Bolt calibrated angle mainstay wall connection system and method for use
The present invention provides a system which allows users to mount multiple pieces of equipment to a tower and it has the unique capability to adjust a steel frame to level without additional equipment. In accordance with a first preferred embodiment, the present invention includes a duel locking system that includes a taper adjusting bolt to adjustably position the frame level with the earth. According to still further aspects of the present invention, the present invention further includes attachable wall section elements which include at least upper and lower lateral spanning elements having first and securing weldments which preferably may integrally connect to the adjustable frame elements of the present invention. According to still further aspects of the present invention, the present invention preferably further includes upper and lower weldment connecting plates which are preferably connected to and extend from the upper and lower lateral spanning elements.
BOLT CALIBRATED ANGLE MAINSTAY WALL CONNECTION SYSTEM AND METHOD FOR USE
The present invention provides a system which allows users to mount multiple pieces of equipment to a tower and it has the unique capability to adjust a steel frame to level without additional equipment. In accordance with a first preferred embodiment, the present invention includes a duel locking system that includes a taper adjusting bolt to adjustably position the frame level with the earth. According to still further aspects of the present invention, the present invention further includes attachable wall section elements which include at least upper and lower lateral spanning elements having first and securing weldments which preferably may integrally connect to the adjustable frame elements of the present invention. According to still further aspects of the present invention, the present invention preferably further includes upper and lower weldment connecting plates which are preferably connected to and extend from the upper and lower lateral spanning elements.
HELICAL TOWER AND WINDING MODULE THEREFOR
The present disclosure relates to a helical tower comprising a plurality of helical tower windings which are helically connected to each other for travel by a vehicle, each of the tower windings being formed from a plurality of winding modules which are connected with each other, which also connect adjacent tower windings to one another, and wherein a respective upper one of the tower windings can be mounted from a respective lower one of the tower windings by connecting further winding modules.
HELICAL TOWER AND WINDING MODULE THEREFOR
The present disclosure relates to a helical tower comprising a plurality of helical tower windings which are helically connected to each other for travel by a vehicle, each of the tower windings being formed from a plurality of winding modules which are connected with each other, which also connect adjacent tower windings to one another, and wherein a respective upper one of the tower windings can be mounted from a respective lower one of the tower windings by connecting further winding modules.
Automated systems and methods for truss assemblies in the construction of modular buildings
Automated systems and methods of manufacturing truss elements for use in modular construction units can include stations, or steps, for forming angled webs, upright webs, and truss chords for use in the truss elements, transferring such angled webs, upright webs, and truss chords onto an assembly jig in a configuration corresponding to the truss element being manufactured, rigidly interconnecting, via nail plates, the angled webs, the upright webs, and the truss chords to form a finished truss element, and unloading the finished truss element from the assembly jig.
Automated systems and methods for truss assemblies in the construction of modular buildings
Automated systems and methods of manufacturing truss elements for use in modular construction units can include stations, or steps, for forming angled webs, upright webs, and truss chords for use in the truss elements, transferring such angled webs, upright webs, and truss chords onto an assembly jig in a configuration corresponding to the truss element being manufactured, rigidly interconnecting, via nail plates, the angled webs, the upright webs, and the truss chords to form a finished truss element, and unloading the finished truss element from the assembly jig.