A monorail assembly includes a first scaffold system comprising at least one framework member being an elongated structure having a bottom chord and a plurality of panel points along the bottom chord; at least one monorail beam; and at least one bracket structure configured to secure to the at least one framework member at or about at least two panel points and to the at least one monorail beam.

A scaffold truss comprising a hollow, rectangular upper horizontal member having vertical side walls and top and bottom walls; a hollow, rectangular lower horizontal member having vertical side walls and top and bottom walls, the lower horizontal member being separated from the upper horizontal member; a plurality of diagonal bracing members to fixedly join the upper horizontal member with the lower horizontal member, each of the plurality of diagonal bracing members forming an X-shape with another diagonal bracing member; and a plurality of vertical members to fixedly join the upper horizontal member with the lower horizontal member; wherein a thickness of the vertical side walls of the horizontal members is greater than a thickness of the top and bottom walls of the horizontal members.

A connecting component for connecting different scaffolding systems, comprising at least a first connection region, which is provided for connection to a first scaffolding system and which has a shaft that extends along a longitudinal axis, and an attachment region which is provided for connection to a second scaffolding system, wherein the first connection region and the attachment region are arranged adjacent to one another in the direction of the longitudinal axis and the first connection region has a receptacle in its interior in the shaft, at least on its side pointing away from the attachment region, which extends in the direction of the longitudinal axis. The attachment region has an abutment adjacent to the first connection region extending in a direction essentially perpendicular to the longitudinal axis, and the abutment has the longest dimension of the attachment region in the direction essentially perpendicular to the longitudinal axis.

Various implementations described herein are directed to a load bearing ledger fitting, a modular header beam, a perimeter safety deck, a multi-purpose bearing plate, and a mega-shore bearing plate of an integrated construction system.

A coupling device suitable for interconnecting two beam ends is provided, wherein the beam with the beam end has an elongate axis, where on a first beam end is arranged first interconnection units having two first parallel flange elements arranged with a mutual first distance x, wherein in each flange is designed a cut-out with a cross-section in the plane of the flange; a second beam end is arranged a second interconnection unit having a second flange, the width of the second flange across the plane of the second flange is smaller than or equal to x, and where largely perpendicular to the plane of the second flange, a connecting element protrudes on each side of the second flange, the cross-section of the connecting element in the plane of the second flange allows insertion of the connecting element into the cut-outs of the first flanges on the first beam end.

A connector for a scaffolding system includes end portions and a central portion. The central portion includes raised upper and side regions that protrude outward. Raised side regions of the central portion also includes an indent disposed distally from the raised upper region. The end portions are securable to a support beam of the scaffolding system, where the raised upper region is substantially coplanar with an upper wall of the support beam when the support beam is coupled to an end portion.

Various implementations described herein are directed to a load bearing ledger fitting, a modular header beam, a perimeter safety deck, a multi-purpose bearing plate, and a mega-shore bearing plate of an integrated construction system.

Various implementations described herein are directed to a load bearing ledger fitting, a modular header beam, a perimeter safety deck, a multi-purpose bearing plate, and a mega-shore bearing plate of an integrated construction system.

A support means for a ceiling support for supporting a ceiling formwork panel. The support means has at least one upper elongated support element and a lower elongated support element. The support elements are rotationally connected to one another, with the support elements being able to be brought into a working position in which the support elements are preferably aligned coaxially with one another. The support elements can be rotated into a tilted position in which the support elements are rotated relative to one another by a tilting angle. A locking element is provided, which secures the support elements against rotating in the working position, the locking element bridging a connecting region between the two support elements in the working position. The locking element can be brought into a release position in which the locking element is arranged outside the connecting region.

Various implementations described herein are directed to a load bearing ledger fitting, a modular header beam, a perimeter safety deck, a multi-purpose bearing plate, and a mega-shore bearing plate of an integrated construction system.