Static structures (e.g. – buildings) – Stepped; e.g. – stair – Precast stonelike component
Patent
1981-08-03
1985-05-14
Kelly, Donald G.
Static structures (e.g., buildings)
Stepped; e.g., stair
Precast stonelike component
52188, E04F 1114, E04F 1100
Patent
active
045163685
DESCRIPTION:
BRIEF SUMMARY
The invention refers to a constructional unit for stairs.
Chiefly in the case of layouts of gardens which are not level and of terrace structures, stairs are required having steps of different heights.
In the Swiss Pat. No. 475 445 a set of constructional units for stairs is disclosed, in which the step height of a flight of stairs can by alteration of the position of a rectangular step unit be adjusted according to two different values. In addition the slope of the stair can also be varied a little by the tread being allowed to project beyond the step unit to a greater or less extent.
The Swiss Pat. No. 485 931 describes a stair having an adjustable slope, in which transversely to the direction of the stair there is provided a toothed moulded concrete part and the tread unit is connected directly or via a corepiece to the set of teeth to be secure against shifting.
The problem underlying the constructional unit for stairs, in accordance with the invention, is to create a standard unit which enables the step height of a flight of stairs to be adjusted here and there by means of sets of teeth to different values up to approximately twice the height, and such standard units may also be laid together in such a way that the step height becomes equal to zero, i.e., that the treads form together a level area which may be provided as a landing.
In the drawing an embodiment of the object of the invention is illustrated. There is shown in:
FIG. 1--a portion of a flight of stairs rising from the left, in perspective; and
FIG. 2--three constructional units for stairs laid together into a landing.
The constructional unit la for stairs exhibits as a standard unit in cross-section a stirrup-like bridge portion 2 and a connecting trough portion 3. On top the bridge portion 2 is made as a tread the angle at the corners of which amounts to 90.degree.. A first bridge pier 5 of the bridge portion 2 exhibits on the underside of it tooth-like shoulders 6 which are bounded by vertical and horizontal planes. A second bridge pier 7 of the bridge portion 2 is connected at the bottom by an oblique portion 8 to the trough portion 3. The latter is bounded by an outer edge 9 standing upright.
In the case of the portion of a flight of stairs rising from the left as in FIG. 1, for the formation of a medium step height a second constructional unit 1b for stairs is laid upon two first constructional units 1a for stairs, lying side by side. The first bridge pier 5 of the second constructional unit 1b for stairs is seated by one of its shoulders 6 on the rear corner portion 10 of the treads 4 of the first two constructional units 1a for stairs. In a corresponding manner the same shoulder 6 of the second bridge pier 7 comes to lie on the region of the outer upper corner 11 of the outer edge 9 of the first constructional units 1a.
The shoulders 6 are so directed that the second upper constructional unit 1b for stairs cannot be shifted in the descending direction of the flight of stairs. In addition a cutout 12 is provided at the side in the trough portion 3, which serves for correction of the position of the constructional unit for stairs.
The shoulders 6 of the bridge piers 5, 7 enable an optional setting of the step height up to approximately twice its value.
As is shown in FIG. 1, the flight of stairs may be made as wide as you like by laying side by side a number of constructional units for stairs. In that case the lines of separation 13 are advantageously partially covered over by offsetting the constructional units for stairs which are laid on top. It is therefore sufficient to have standard units having only single and double step lengths, which enables economical production.
The lowermost first constructional units for stairs are laid in concrete. Preferably the succeeding ones are installed without fixing.
The second bridge pier 7 exhibits at its mean height a projecting shoulder 14 which is at least twice as big as the bottom shoulders 6. The front lower nose portion 15 of the first bridge pier 5 of the second constructional unit 1b
REFERENCES:
patent: 2703005 (1955-03-01), Dobermann
Jecies Saul
Kelly Donald G.
Safavi Michael
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