A method includes receiving identifiers of a plurality of operation modules responsive to the plurality of operation modules being radially arranged around and electrically coupled to a central core of a modular support system. The method further includes determining, based on the identifiers, one or more capabilities of the plurality of operation modules. The method further includes receiving sensor data from one or more sensors associated with one or more of the plurality of operation modules. Responsive to the one or more capabilities not matching the sensor data, the method further includes causing performance of a corrective action.

A balcony for attachment to a construction, there being a plurality of wall brackets fitted to the construction, the balcony comprising: a plurality of balcony brackets on one side of the balcony which are arranged to engage with the plurality of wall brackets, including a first balcony bracket arranged to engage with a first wall bracket and a second balcony bracket arranged to engage with a second wall bracket, so as to cause the weight of the balcony to be supported by the construction when the balcony is arranged in a mounted position, wherein the first balcony bracket is spaced apart from the second balcony bracket in a substantially vertical direction; and a latch assembly which is configured, when the balcony is arranged in the mounted position, to latch the first balcony bracket to the first wall bracket to securely attach the balcony to the construction.

A clip for supporting a refractory structure and/or a hanger structure. The clip can have a body with two legs connected to a top. A fastener that extends through the top can be adjusted and/or secured to fix a relative position of the clip with respect to the refractory structure and/or the hanger structure. An adjuster that extends through the top, such as a tab connected to or integrated with the top, can be used to adjust a distance, such as a vertical height, of the clip with respect to adjacent fixed structural members. The adjuster can be used to compensate for a distance change resulting from the refractory structure, the hanger structure, one or more adjacent fixed structural members, and/or any other similar structure, bending, flexing and/or otherwise deforming due to exposure of the components to a relatively high temperature.

A system of construction that performs advanced prefabrication of columnsbeams type structure of buildings, prefabrication which results industrialization of this type of construction. The main development that allows this achievement in the same technical conditions, even better conditions than in the conventional system, is the massive use of braces as well vertically as horizontally. Such a building system is of special interest in areas where seismic risk is high because the building is very lightweight, constituted of a set of structurally self-sufficient units, heavily triangulated and therefore hardly deformable, all these at an affordable cost.

A connecting system is for dismountably connecting two intersecting formwork beams. The system includes a resilient single-component structure having two intermediate arms joining together respective regions for pressing the two intersecting formwork beams together at support regions. The resilient single-component structure is configured to slide longitudinally over one of the two intersecting formwork beams. Pressure or impact on the resilient single-component structure produces elastic deformation of the resilient single-component structure so as to clamp or hold the two intersecting formwork beams and press them together. The two intermediate arms extend at their upper ends into respective extensions for pressing on support regions of one of the beams to be connected, while at the other end they extend into a U- or V-shaped bridge for pressing on the support region of the opposite beam to be joined. Each of the intermediate arms has double elbows joined to respective straight-parallel extensions.

A rolling block restraint connector for forming a moment resisting connection at a joint intersection between a continuous column and at least a first continuous beam that intersects the continuous column is disclosed. The connector includes a first restraint assembly, a second restraint assembly, wherein the second restraint assembly is configured to be located diagonally across the joint intersection from the first restraint assembly, a first linkage that couples the first restraint assembly with the second restraint assembly, the first linkage including (i) a first saddle configured to couple with an exterior of a first end of a first tubular shaft of the first restraint assembly, and (ii) a second saddle configured to couple with an exterior of a first end of a second tubular shaft of the second restraint assembly, and a second linkage that couples the first restraint assembly with the second restraint assembly.

The invention relates to a device for dismountably connecting two intersecting formwork beams, which comprises a single-component elastic structure with two arms joining together respective areas for pressing the two beams together in support areas, and which can longitudinally slide over one of the beams until it reaches the other beam, the device being elastically deformed by means of pressure or impact thereon, so as to clamp or hold both beams and press them together.

A clip for supporting a refractory structure and/or a hanger structure. The clip can have a body with two legs connected to a top. A fastener that extends through the top can be adjusted and/or secured to fix a relative position of the clip with respect to the refractory structure and/or the hanger structure. An adjuster that extends through the top, such as a tab connected to or integrated with the top, can be used to adjust a distance, such as a vertical height, of the clip with respect to adjacent fixed structural members. The adjuster can be used to compensate for a distance change resulting from the refractory structure, the hanger structure, one or more adjacent fixed structural members, and/or any other similar structure, bending, flexing and/or otherwise deforming due to exposure of the components to a relatively high temperature.

The present invention has various types of horizontal bracing channels, longitudinal spacing-bracing channels, couplings, bracing clips, support channels, hole shapes within the support channels and orientation of the various elements that affect how wall panels are made. The structural insulating core includes the framing members and spacer blocks between the framing members that interlock together by having a structural insulating core of foam spacers with a tongue side and groove side interlocking the foam spacers between vertical metal support channels including the horizontal bracing channels, longitudinal spacing-bracing channels having notches, couplings and bracing clips connecting together.

This application is an accumulation of various patent pending applications showing multiple configurations for connecting metal framing components together where the metal framing members are self-locking connectors that intersect, overlap, between other securing the metal support members together. The connections between the metal framing members uses various types of notches in the support members and notches in the metal framing member to secure metal framing together by using hook fingers, hook tongue, hook receivers, ledges, and tabs to secure the crossing members together forming the self-locking connections. The metal framing components have various longitudinal ends allowing where the longitudinal ends can have the same configuration or different configurations and still be an overlapping interlocking connection.