A configuration, all components of which are man portable in some embodiments, for holding panels to protect assets against external force and impacts from airborne projectiles. An open box-like stackable frame module holds panels along a side of the frame. Multiple frames are connected to construct a protective barrier, such as a wall. Frames include provisions for connection in a vertical configuration so as to allow stacking of the frames to increase the height of the barrier. A method of installing is also provided.

A support apparatus having a base to support a support member which, in turn, supports a structure (e.g., a building joist, overhead structure, combinations thereof). The support apparatus may be used to provide reinforcement between a floor (e.g., ground, substrate, or the like) and the structure. The base of the support apparatus is in the form of a generally planar circular base, but may have any shape. The base may include one or more platforms, recesses, or ribs in order to provide structural support to the base and/or locations for one or more fastener apertures. The one or more fastener apertures are configured to receive one or more fasteners for operatively coupling the base to the floor in order to resist movement of the base during installation and/or use of the support apparatus.

Various implementations described herein are directed to a modular ledger of an integrated construction system. In one implementation, the modular ledger includes a rail, having a first end and a second end. Each end of the rail is configured to receive a coupling component. The rail has a plurality of holes configured to couple to bracing components of the integrated construction system.

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 lowering system for lowering ceiling formworks during the removal of formworks of a building ceiling, comprising a reciprocating piston and a support base, and a locking device, wherein the reciprocating piston is slidably mounted in the support base, and can be pushed from an extended working position to a lowered position, and can be locked in the extended position by means of the locking device. The locking device has a pivot bearing and an eccentric lever, wherein the eccentric lever is rotatably mounted in the pivot bearing, and the reciprocating piston and the support base are supported against each other in the working position by means of the eccentric lever.

A support apparatus having a base to support a support member which, in turn, supports a structure (e.g., a building joist, overhead structure, combinations thereof). The support apparatus may be used to provide reinforcement between a floor (e.g., ground, substrate, or the like) and the structure. The base of the support apparatus is in the form of a generally planar circular base, but may have any shape. The base may include one or more platforms, recesses, or ribs in order to provide structural support to the base and/or locations for one or more fastener apertures. The one or more fastener apertures are configured to receive one or more fasteners for operatively coupling the base to the floor in order to resist movement of the base during installation and/or use of the support apparatus.

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.

The disclosure relates to a formwork frame for a formwork element of a ceiling formwork, comprising: a first cross-support; a second cross-support; a connecting piece which is longer in comparison to the first and second cross-support, which is arranged substantially perpendicular to the first and second cross-support, and which connects the first cross-support to the second cross-support; a first lateral recess on the one longitudinal side of the formwork frame; and a second lateral recess on the other longitudinal side of the formwork frame.

Various implementations described herein are directed to a modular ledger of an integrated construction system. In one implementation, the modular ledger includes a rail, having a first end and a second end. Each end of the rail is configured to receive a coupling component. The rail has a plurality of holes configured to couple to bracing components of the integrated construction system.

A method of installing a formwork support system, comprising the steps of: a. arranging a first pair of support props having head members in an upright position, b. connecting opposite ends of a first longitudinal beam to the head members of the first pair of support props, c. arranging a second longitudinal beam in an interim mounting position by releasably connecting a first end of the second longitudinal beam to the first longitudinal beam, the second longitudinal beam freely projecting downwardly from the first end towards the second end, a stop element at the first end of the second longitudinal beam bearing against the first longitudinal beam, a hook element of the second longitudinal beam, in the interim mounting position, engaging a slot of the first longitudinal beam, d. arranging the second longitudinal beam in a horizontal support position by lifting the second end of the second longitudinal beam.