A rod supporting device is provided and comprises a body or sheet (12) extended in length and at least two supporting components (14, 15) located along the length of the sheet and arranged to project, in use, in a direction orthogonal to the length of the body. The device further comprises at least one fixing component (16) located along the length of the sheet and arranged to project, in use, in a direction orthogonal to the length of the sheet. The at least two supporting components (14, 15) are configured for supporting, in use, a rod for fencings and the at least one fixing component (16) is configured to be fixed to a formwork and limit the height of the rod as to the formwork. A method for manufacturing the rod supporting device (10) is provided.

A device for securing multiple sections of a guardrail to a pour stop to ultimately form a guardrail about a predetermined surface includes a base member; a stanchion member or pipe integrally secured to a top wall of a top portion of the base member; and an angle member having a side portion and a top portion with a top wall integrally joined to a bottom wall of the top portion of the base member. The stanchion member slidably receives a tube portion of a guardrail section. The side portion of the angle member includes an outer wall disposed substantially parallel to and separated from an inner wall of a second side portion of the base member, thereby forming a gap for receiving a top portion of a pour stop having a bottom portion secured to a surface outside the predetermined surface enclosed by the pour stop.

A holder for holding an object on a formwork panel, in particular for holding a railing component on a ceiling formwork panel, wherein the holder is configured for being affixed to the formwork panel, and the formwork panel has two longitudinal edge supports and two transverse edge supports, wherein the holder has a first arm that is configured for engaging with a longitudinal edge support of the formwork panel and a second arm that extends transverse to the first arm, forms an angle space together with the first arm, and is configured for engaging with a transverse edge support, wherein the first arm has a first projection for being introduced into an opening of the longitudinal edge support on its side facing the angle space, and the second arm has a second projection for being introduced into an opening of the transverse edge support on its side facing the angle space.

The invention relates to a system and method for determining and visualizing force flows in a bar supporting structure (1), which is preferably in the form of scaffolding, comprising a plurality of ladder or strut elements (5a-5c) which extend vertically and are set up in a disputed manner relative to one another and which are detachably connected via scaffolding couplings (7) to strut elements (6a-6d) extending diagonally and/or horizontally transversely thereto, wherein at least a load-critical part of the support elements (5a-5c) and/or strut elements (6a-6d) and/or scaffold couplings (7) of the bar structure (1) are provided with load sensors (8a-8c) for detecting static operating load values, the measured values of which are analysed in real time by a downstream analysis unit (9) for evaluating current load situations.

A side protector for ceiling formwork. The ceiling formwork comprises at least one formwork element having a frame. The side protector has a railing. Furthermore, the side protector has a pivoting frame. The railing is connected to the pivoting frame. The pivoting frame can be connected indirectly or directly to the frame from the bottom side of the ceiling formwork. The pivoting frame can be pivoted from an installation position into an end position about an axis of rotation (A) in such a way that the ceiling formwork is laterally secured by the railing. Furthermore, a ceiling formwork system, having at least one corresponding side protector and ceiling formwork, is specified. In addition, a method for erecting such a side protector is specified.

A slip form assembly and a slip form construction system are provided. The slip form construction system includes a first slip form assembly including a first lifting pole extending longitudinally, a first inner form slidably coupled to the first lifting pole, and a first outer form slidably coupled to the first lifting pole opposite the first inner form such that a first cavity for casting a first portion of a wall is defined therebetween. At least one panel is coupled to at least one of the first inner form and the first outer form such that the at least one panel forms at least a partial inner surface of at least one of the first inner form and the first outer form wherein concrete poured into the first cavity engages the panel and is prevented from engaging an inner surface of either the first inner or outer forms.

A perimeter protection system for protecting operators against lateral falling when installing formwork panels in a horizontal formwork system. According to one embodiment the perimeter protection system includes a perimeter protection structure configured for being fixed, in a working position, to the horizontal formwork system, and at least one auxiliary device configured for being fixed to the horizontal formwork system and for fixing the perimeter protection structure to the horizontal formwork system. The auxiliary device includes guiding means collaborating with a guide of the perimeter protection structure for positioning the perimeter protection structure in an initial assembly position. In the initial assembly position the structure is configured to be raised up to an intermediate position where it is permitted to swing until it is positioned in the working position.

A beam for formwork systems, with a transverse cross-section that is symmetrical with respect to an axis of symmetry and having, in succession:

a first portion with two C-shaped profiles, which are arranged mirror-symmetrically with respect to the axis of symmetry, with mutually opposite cores and cavities directed outward, connected by a plate for connection between two mirror-symmetrical wings thereof,

a connecting element, which extends along the direction of the axis of symmetry, between the plate for connection and a base,

a second portion with two protrusions which extend from the base and are provided with transverse end elements.

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 present disclosure provides a template assembly for locating and retaining a plurality of anchor bolts within a form during a concrete pour. The template assembly includes a rigid metal frame and plurality of anchor bolt retainers affixed to the frame, wherein each anchor bolt includes an anchor bolt engaging surface for locating an associated anchor bolt within predetermined tolerances. The frame can be further configured to provide access to at least 75% of the surface of the pour thereby allowing for finishing of the concrete at an optimal time. A plurality of legs can be connected to the frame for adjusting an elevation of the frame.