Scaffold for poured concrete walls and forms

Claim 2

A scaffold for poured concrete walls having at least two vertically spaced rectangular tie bars projecting laterally therefrom, said scaffold comprising: (a) a rigid support arm having a first end, and a second end shaped for detachable connection with one of said tie bars; said support arm second end including first and second opposing flanges spaced apart a distance substantially commensurate with the thickness of said tie bars, and forming a rectangularly shaped slot therebetween to receive one of said tie bars therein for securely attaching the support arm to the tie bar and stabilizing the scaffold against pivoting; said support arm being adapted for extending horizontally from said wall and supporting a weight thereon; (b) an angle brace having a first end thereof connected with said support arm first end, and a second end adapted for detachable connection with another one of said tie bars; said angle brace being positioned at an acute angle with respect to said support arm, and retaining the same in a generally, substantially horizontal orientation.

Claim 3

A scaffold as set forth in claim 1 wherein: (a) said support arm second end includes a riser member depending vertically therefrom and having one end fixedly attached thereto; said riser member including a free end spaced apart from the second end of said support arm and being adapted for detachable connection with said one tie bar.

Claim 4

A scaffold as set forth in claim 1 including: (a) a top-plate connected with said support arm second end and extending laterally thereof for engaging said wall and stabilizing said scaffold against horizontal pivoting.

Claim 5

A scaffold as set forth in claim 1 wherein: (a) said support arm second end and said angle brace second end each include a transverse aperture therethrough shaped for receiving a locking pin therein.

Claim 6

A scaffold as set forth in claim 2 including: (a) a top plate connected with said support arm second end and extending laterally thereof for engaging said wall and stabilizing said scaffold against horizontal pivoting; (b) a channel member connected with said support arm first end and defining a normally vertically oriented cavity adapted for receiving vertical railing supports therein.

Claim 7

A scaffold as set forth in claim 5 wherein: (a) said top plate includes at least two transverse, spaced apart apertures therethrough for aligning and interconnecting adjacent form panels associated therewith.

Claim 8

A scaffold as set forth in claim 6 wherein: (a) said riser member includes two transverse and spaced apart apertures each being adapted to receive a form locking pin therethrough, said riser apertures being spaced apart a distance whereby said scaffold is adjustable for connection to said wall and to said form panels.

Claim 9

A scaffold as set forth in claim 1 wherein: (a) said first and second support arm flanges each include a transverse aperture therethrough shaped for receiving a locking pin therein.

Claim 10

In a form for poured concrete walls having a plurality of prefabricated form panels interconnected end-to-end and arranged in at least two opposing rows, wherein adjacent form panels in said opposing rows are interconnected by a plurality of rectangular tie bars extending laterally between the adjacent panels and are detachably connected therewith, and at least two of said tie bars have end portions thereof extending outwardly of one side of the wall and include a retaining pin aperture disposed transversely therethrough; the improvement comprising a scaffold comprising: (a) a rigid support arm having a first end, and a second end detachably connected with one of said tie bars having the extending end portion; said support arm extending horizontally from an associated one of said form panels, and being adapted for supporting a weight thereon; (b) an angle brace having a first end thereof connected with said support arm adjacent the first end thereof, and a second end detachably connected with another one of said tie bars having the extending end portion; said angle brace being positioned at an acute angle with respect to the associated form panel, and retaining the support arm in a generally, substantially horizontal orientation; and (c) first and second locking pins respectively connecting said support arm second end and said angle brace second end with the extending end portion of said two tie bars.

Claim 11

In a form for poured concrete walls having a plurality of prefabricated form panels interconnected end-to-end and arranged in at least two opposing rows, wherein adjacent form panels in said opposing rows are interconnected by a plurality of rectangular tie bars extending laterally between the adjacent panels and are detachably connected therewith, and at least two of said tie bars have end portions thereof extending outwardly of one side of the wall and include a retaining pin aperture disposed transversely therethrough; the improvement comprising a scaffold comprising: (a) a rigid support arm having a first end, and a second end detachably connected with one of said tie bars having the extending end portion; said support arm extending horizontally from an associated one of said form panels, and being adapted for supporting a weight thereon; (b) an angle brace having a first end thereof connected with said support arm adjacent the first end thereof, and a second end detachably connected with another one of said tie bars having the extending end portion; said angle brace being positioned at an acute angle with respect to the associated form panel, and retaining the support arm in a generally, substantially horizontal orientation; and (c) first and second locking pins respectively connecting said support arm second end and said angle brace second end with the extending end portion of said two tie bars.

Claim 12

A form as set forth in claim 9 including: (a) an elongate rod positioned substantially perpendicularly to each of said tie bars and being fixedly attached thereto; said rod securely retaining said tie bars in alignment.

Claim 13

A form as set forth in claim 10 wherein: (a) said elongate rod constitutes a first rod; and including (b) a second elongate rod positioned substantially parallel with and spaced apart from said first rod, and being fixedly connected with each of said tie bars.

Claim 14

A form as set forth in claim 11 including: (a) a form liner positioned between said adjacent form panels having a first side thereof abutting and being laterally supported by an interior surface of one of said form panels; said liner having a second side thereof in spaced relation to the other form panel and including a marginal edge portion and a medial portion projecting outwardly therefrom forming contiguous post and beam portions of said form.

Claim 15

A form as set forth in claim 12 wherein: (a) said second elongate rod is positioned centrally in the post portion of said form.

Claim 16

A form as set forth in claim 10 including: (a) wire mesh positioned over each of said tie bars and adjacent to said rod; and (b) means fastening said wire mesh to said rod, whereby said wire mesh is retained centrally between said adjacent form panels in a substantially flat condition and a parallel relationship with said adjacent form panels.