EP2029835A1 - Stairway for use on building sites - Google Patents
Stairway for use on building sitesInfo
- Publication number
- EP2029835A1 EP2029835A1 EP07719102A EP07719102A EP2029835A1 EP 2029835 A1 EP2029835 A1 EP 2029835A1 EP 07719102 A EP07719102 A EP 07719102A EP 07719102 A EP07719102 A EP 07719102A EP 2029835 A1 EP2029835 A1 EP 2029835A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- run section
- stair run
- stair
- building
- landings
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G27/00—Temporary arrangements for giving access from one level to another for men or vehicles, e.g. steps, ramps
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B64—AIRCRAFT; AVIATION; COSMONAUTICS
- B64F—GROUND OR AIRCRAFT-CARRIER-DECK INSTALLATIONS SPECIALLY ADAPTED FOR USE IN CONNECTION WITH AIRCRAFT; DESIGNING, MANUFACTURING, ASSEMBLING, CLEANING, MAINTAINING OR REPAIRING AIRCRAFT, NOT OTHERWISE PROVIDED FOR; HANDLING, TRANSPORTING, TESTING OR INSPECTING AIRCRAFT COMPONENTS, NOT OTHERWISE PROVIDED FOR
- B64F1/00—Ground or aircraft-carrier-deck installations
- B64F1/30—Ground or aircraft-carrier-deck installations for embarking or disembarking passengers
- B64F1/315—Mobile stairs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
Definitions
- the present invention relates to stairs, in particular to stairways suitable for temporary erection and use on a building site during construction of a building.
- Temporary stairways are often required on building sites during construction of a multistorey building to allow construction workers to move from one storey of the building to another.
- stairways are typically provided at or within the scaffolding structure present on the outside faces of the building.
- US patent 3,684,057 discloses a portable stairway comprised of step- ladder-like sections which are releasably lockably mounted onto outrigger supports which in turn are releasably lockably secured to the scaffolding's upright struts.
- Safety side guard rails are hingedly attached to supporting posts which in turn are pivotedly mounted to the step-ladder side frame members.
- stairways lack floor-height adjustability, ie they are designed for a discrete storey height between the floor levels of a lower and adjacent upper storey.
- the inclination angle of the stair run section being that part of the stairway which incorporates the plurality of individual steps (each defined by a vertical rise and horizontal run) with regard to the horizontal is mostly confined to discrete values, given that building codes require minimum dimensional safety standards for each step in the stair run.
- the rise and tread of each individual step may be fixed such that the rise shall not exceed 215mm, whereas the tread shall not have an extension of less than 215mm; industry practice is to use stair rise to tread ratio formulae in making the stair run sections.
- a portable, modular stairway unit for use on a building site during construction of a multistorey building, the stairway unit including: a stair run section with a plurality of rise-separated stair treads, the stair run section having an upper and a lower end; an upper landing connected to the stair run section at, or at a distance from, the upper end of the stair run section; a lower landing connected to the stair run section at, or at a distance from, the lower end of the stair run section; wherein each of the landings have portions that extend laterally beyond a width of the stair run section, the landings being devised to extend inwardly into respective upper and lower storey levels of the building when the stairway unit is situated adjacent to a face of the building; and anchoring means arranged to removeably secure the landings, in use, at the upper and lower storey levels thereby to provide a double-cantilevered mounting of the stair run section extending between the two store
- Modular stairways in accordance with the present invention achieve significant cost savings with regards to erection time given that the stairway can be positioned as a pre-assembled unit at an outside location adjacent to the building face, whereupon suitable anchoring of the landings at the upper and lower storeys secure the stairway module in place.
- At least one of the landings is pivotably secured to the stair run section, to allow the incline of the stair run section, when in use, to be varied. More preferably, each of the landings is hinged to the stair run section, as this will allow the landings to be folded back onto the step section for ease of transport, when the stairway module is not in use.
- Stairway embodiments incorporating landings that are articulated or hinged at both an upper and lower end of the stair run section allow deployment and use of the same stairway unit at buildings having storey heights (ie distance between floor to floor of adjoining storeys of the building) that vary within a predefined narrow range.
- some multilevel buildings incorporate floor levels with varying floor to ceiling heights, eg lower levels having a floor to ceiling height of 2,700mm, whereas upper floor levels might have an increased floor-ceiling height of eg 2,900mm.
- At least one of the landings is secured to the stair run section in such a manner as to allow linear movement along a longitudinal axis of the stair run section, and further including fixing means to secure the landing at a desired position along the stair run section, whereby a distance between the upper and lower landings at the stair run section can be varied and fixed in a desired position.
- the lower landing is arranged to be held at a fixed angle of inclination with respect to the longitudinal axis of the stair run section, such that the tread and rise of each step are allowed to remain horizontal and vertical, respectively, as the stair run section is moved relative to the landing.
- the stair run section is devised with a plurality of treads whose incline with respect to the longitudinal axis of the stair run section may be selectively varied and fixed in such a manner that the treads will remain substantially horizontal irrespective of the angle of incline which the stair run section has when extending between adjacent building storeys.
- the variation of step tread incline is preferentially achieved by providing a linkage mechanism articulating the individual treads to one another in such a manner that variation of the incline angle of the stair run section will resolve in self-adjustment of the treads into a horizontal attitude.
- the present invention contemplates use of known adjustable stair run section construction principles as illustrated in the aforementioned US patents of Cornell, Lister, Mason and others.
- the anchoring means are provided by adjustable-height props arranged for loading in compression when extending between the floor and ceiling of a respective storey where the respective landing is to be secured.
- Use of compression props rather than more conventional anchoring bolts, hooks and loops avoids damage to the building structure, as there is no need to drill into the building structure to provide a fixing point or attachment for the landings of the modular stairway unit.
- Height adjustable props are known in the construction industry for securing form work prior to and subsequent to casting of building storey slabs. It should be noted, however, that conventional fasteners such as bolts can also be used, eg to temporarily secure the landings in deploying the modular stairway.
- Figure 1 is a schematic side view of a modular stairway according to one embodiment of the present invention, installed against an exterior face of and between two storeys of a building;
- Figure 2 is a top view along direction of arrow Il of the stairway of Figure 1 ;
- Figure 3 is an end view along direction of arrow III of the stairway of
- Figure 4 is a side view of the stairway of Figure 1 when in a transport or non-deployed position;
- Figure 5 is a schematic, partial side view, of a height adjustable, modular stairway in accordance with another embodiment of the present invention. DESCRIPTION OF PREFERRED EMBODIMENT
- Figure 1 shows a modular stairway unit 10 in position at the external face and between an upper storey 12 and a lower storey 14 of a building.
- the modular stairway unit 10 consists of an upper landing 16, a lower landing 18, a stair run section 20 extending between and connected to the landings 16, 18 and four anchoring members 22a to 22d per landing as described in more detail below.
- the stair run section 20 essentially includes a plurality of individual treads 24 in the form of boards, with optional risers 26 extending therebetween.
- the treads 24 are suitably secured and supported at their widthward ends at opposed, tread support bar panels (not shown) in a known manner, for example, that described in US patent 3,788,028.
- a tread-rise adjustable stair run assembly can be employed, such as that described in US patent 3, 593,821 or US patent 4,768,617, allowing, of course, for the necessary modifications required for incorporation of such type of adjustable stair run assemblies into the concept of the present invention.
- Figure 1 also illustrates schematically at 28 safety fence structures which are secured to each widthward side of the stair run section 20, thereby providing added security to users of the modular stairway unit; a conventional hand rail can be replaced.
- the stair run section 20 is manufactured and assembled from materials and components commonly used in portable stairway manufacture.
- the components are made from sheet and section steel, allowing the stairway 10 to be weatherproof and strong enough to withstand significant loads as experienced during building construction.
- the two landings 16, 18, essentially rectangular steel plates each have a portion, identified at 16a, 18a, respectively, that protrudes to one side in widthward extension beyond the width of the stair run section 20, ie the landings have outrigger portions that serve to secure the stairway 10 to a building.
- the landing portions 16a, 18a extend into the building in substantially coplanar horizontal relation with the floor 12a, 14a of the respective floor levels 12 and 14.
- Both the upper and lower landings 16, 18, are secured in articulated manner (eg using axle hinges) to the upper and lower ends of the stair run section 20, respectively, thereby allowing the entire modular unit to be deployed between building storeys having varying floor 14a to ceiling 14b heights, whilst maintaining horizontal orientation of the lower and upper landings, 18, 16, respectively. It will be appreciated that, depending on the height between ceiling and floor, the inclination angle (i) of the stair run section 20 varies.
- the entire modular stairway 10 is removably secured such as to be cantilevered at two locations, namely the upper and lower floors 12, 14 by means of a total of eight longitudinally adjustable compression props 22a to 22d of such type as commonly employed in the building trade, for example screw props.
- the props 22a to 22c consist essentially of a tubular strut with plate footings at the lower terminal end, the opposite upper hollow end of the prop tubes having an internal tread into which externally threaded stems of prop headers are inserted. It is preferred to have the mechanism which allows height adjustment (and tensioning/wedging) of the props to be located at the upper end (header) of the units, to prevent accidental de-tensioning of the props during use of the stairway.
- a total of four props 22a to 22d is provided per landing 16,18, thereby providing a stable anchoring arrangement at the bottom and top of the stairway unit at the building levels, whereby one prop each is situated close to the comers of the landing platform sections 16a, 18a, thereby to ensure potential bending and deformation of the landings due to the weight of the stairway or the load on the stairway being minimised.
- the entire arrangement creates a double-cantilever mount of the stair run section 20 at the building.
- the individual props can be secured to the landings 16, 18 in a known manner, for example by passing the props through suitably dimensioned through holes in the platforms, and then securing the relative position of the platforms 16, 18 with respect to the tubular prop struts. It is preferred that the props will be welded to the landings during manufacture of the system, to provide a wholly prefabricated unit to minimise erection times. It will be immediately appreciated that using props to secure and fix/anchor the modular stairway unit 10 between building storeys makes installation of the entire unit location independent, since there is no need to provide for fixed anchoring/fixing locations in the building structure, for example in the floor slabs.
- each landing is provided with a L-shaped fence structure 30, 32 on the sides facing away from the building, thereby to ensure safety of the users of the stairway unit, whereby it is noted that the fence 30, 32 extends into the building storeys once the unit is mounted and secured in place.
- Figure 4 shows the modular stairway in a transport position, where the stair run section 20 extends parallel and horizontal with the landings 16 and 18, thereby facilitating transport of the modular stairway unit on a flatbed truck.
- the modular, articulated construction of the stairway unit 10 enables the unit to be transported in pre-assembled manner to the building site, where a crane lift may be used to hoist the unit into place at the exterior face of the building.
- the stair run section 20 is of such type having height adjustable treads to allow use of the same modular unit 10 for varying floor level heights.
- the hinged arrangement of the top and bottom landings 16, 18 at either end of the stair run section 20 itself is capable of providing a certain degree of adjustability to different floor level heights (within construction tolerances) given that a change in the angle of inclination (i) of the stair run's incline position, where the treads are essentially horizontal, can be varied by a certain amount without making the entire stairway unit unsafe.
- the widths and angles of the treads and the distances between the treads should preferably abide by relevant building code or standards.
- the Australian Standard AS 1657-1992 states that stairways shall not be less than 600mm wide, and the angle of slope of the stairway should not be less than 26.5 degrees and not greater than 45 degrees, height of each rise shall be between 150mm-215mm, and length of each tread shall be between 215mm-305mm.
- Figure 5 illustrates a modified embodiment of that illustrated in Figures 1 to 4. Similar reference numerals are used in Figure 5 to refer to similar components, which will thus not be described in further detail here.
- the upper landing 16 is hinged to the upper end of stair run section 20, thereby allowing variation of the angle (ii) between the platform 16 and the notional longitudinal plane (or axis) of section 20.
- the lower landing 18 is secured to the stair run section 20 in such a manner as to allow displacement along the longitudinal axis of section 20 whilst maintaining a generally horizontal attitude of the landing platform 18.
- the landing platform 18 is provided with a support section 32 defining a sleeve in which the lower terminal end of the stair run section 20 is received for sliding engagement therewith, thereby allowing the entire platform structure 18 to be moved up and down along arrows (iii) along the length of unit 20.
- Sleeve member 32 is suitably attached to the side plates or bars 34 of stair run section 20, wherein a roller connected to the landing 18 is positioned to allow the landing 18 to move relative to and along bar members 34.
- a roller connected to the landing 18 is positioned to allow the landing 18 to move relative to and along bar members 34.
- the landing 18 is immobilised with respect and fixed to the stair run section 20, for example using nut and bolt clamps, locating pins or bolts, etc.
- a series of holes 36 are present in the side bars of 34 stair run section 20 at different positions, wherein a bolt is inserted through the support section 32 and into at least one hole 36, thereby securing the landing 18 in the desired position.
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2006903316A AU2006903316A0 (en) | 2006-06-20 | Stairway For Use On Building Sites | |
PCT/AU2007/000863 WO2007147210A1 (en) | 2006-06-20 | 2007-06-20 | Stairway for use on building sites |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2029835A1 true EP2029835A1 (en) | 2009-03-04 |
EP2029835A4 EP2029835A4 (en) | 2010-08-18 |
Family
ID=38832999
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07719102A Withdrawn EP2029835A4 (en) | 2006-06-20 | 2007-06-20 | Stairway for use on building sites |
Country Status (12)
Country | Link |
---|---|
US (1) | US20100293875A1 (en) |
EP (1) | EP2029835A4 (en) |
JP (1) | JP2009541612A (en) |
KR (1) | KR20090028716A (en) |
CN (1) | CN101473097A (en) |
AU (1) | AU2007262663A1 (en) |
BR (1) | BRPI0713495A2 (en) |
CA (1) | CA2655377A1 (en) |
RU (1) | RU2009101481A (en) |
TW (1) | TW200809061A (en) |
WO (1) | WO2007147210A1 (en) |
ZA (1) | ZA200810634B (en) |
Families Citing this family (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20130001841A (en) * | 2011-06-28 | 2013-01-07 | 삼성전자주식회사 | Step overpassing device for moving robot, step overpassing system for moving robot and step overpassing method for moving robot |
CN102363483A (en) * | 2011-06-29 | 2012-02-29 | 苏州新达电扶梯部件有限公司 | Elevator guardrail inclined baffle |
AU2013203442B2 (en) * | 2012-04-12 | 2015-01-22 | Natform Pty Ltd | Screen Module |
US9869084B2 (en) * | 2014-10-14 | 2018-01-16 | Emeh, Inc. | Stair expansion joint system with freedom of movement between landings |
US9758981B2 (en) | 2014-10-14 | 2017-09-12 | Emeh, Inc. | Stair expansion joint system with freedom of movement between landings |
TWI589332B (en) * | 2015-03-13 | 2017-07-01 | Adjustable lifting angle of the ladder machine | |
US10889993B2 (en) * | 2015-08-11 | 2021-01-12 | Zev BIANCHI | Retractable staircase |
CN105600176A (en) * | 2015-10-20 | 2016-05-25 | 张跃 | Stair board transportation assembly |
TWI620705B (en) * | 2017-05-02 | 2018-04-11 | He cheng yu | Lifting stair structure |
AU2018269389B2 (en) * | 2017-05-15 | 2023-03-02 | Emeh, Inc. | Moveable stair systems and methods |
MX2021000118A (en) | 2018-06-28 | 2021-03-09 | Emeh Inc | Rotational connections for stairs. |
US10745919B1 (en) * | 2019-07-26 | 2020-08-18 | Big Time Investment, Llc | Method and apparatus for installing a staircase assembly into a building |
CN112081320A (en) * | 2020-08-27 | 2020-12-15 | 衡东县佳时鸿丰建材有限责任公司 | Adjustable wood stair and use method thereof |
US20220235562A1 (en) * | 2021-01-26 | 2022-07-28 | Commercial Scaffolding Companies, Inc. | Scaffolding stair system |
FR3127183A1 (en) * | 2021-09-22 | 2023-03-24 | Speedinnov | Device for adjusting a staircase between two floors of a structure |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1996023943A1 (en) * | 1995-01-31 | 1996-08-08 | John Clement Preston | Suspendable container |
Family Cites Families (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3299590A (en) * | 1964-06-01 | 1967-01-24 | Carter Lavoy | Prefabricated, adjustable stairway, ramp or bridge |
US3626438A (en) * | 1969-12-15 | 1971-12-07 | Ozark Metal Products Inc | Adjustable stairs |
US3593821A (en) * | 1969-12-22 | 1971-07-20 | Unit Step Farm Co Inc | Adjustable stairstep unit |
US3684057A (en) * | 1971-06-04 | 1972-08-15 | Horace Eppinette | Portable stairway |
SE374068B (en) * | 1973-01-30 | 1975-02-24 | Welin Ab | |
SE419736B (en) * | 1978-03-17 | 1981-08-24 | Welin Ab | SHIPPING MARKING DEVICE |
US4606431A (en) * | 1984-03-19 | 1986-08-19 | Ruder Sr Fred A | Evacuation slides for multi-story buildings |
US4642953A (en) * | 1986-02-10 | 1987-02-17 | Degood David A | Moveable stair apparatus |
US4768617A (en) * | 1987-07-16 | 1988-09-06 | Wenger Corporation | Adjustable stairway having retractable wheel carriage |
IT1222227B (en) * | 1988-04-01 | 1990-09-05 | Georgel Valentin Stanescu | SCALE FOR EMBARKING AND DISEMBARKING PASSENGERS FROM BOATS, WITH ACTUATING VEHICLES FOR POSITIONING AND WITHDRAWAL |
US5189854A (en) * | 1992-09-14 | 1993-03-02 | The United States Of America As Represented By The Secretary Of The Army | Adjustable height stairway |
US6003270A (en) * | 1998-04-16 | 1999-12-21 | Macintyre; James R. | Variable riser seating system |
US6415891B1 (en) * | 2000-11-08 | 2002-07-09 | Yates Westley Hayman | Scaffold stair |
US6527081B1 (en) * | 2001-05-30 | 2003-03-04 | Aluminum Ladder Company, | Embankment stairway |
WO2003058006A1 (en) * | 2001-12-28 | 2003-07-17 | Nippon Light Metal Company, Ltd. | Stairway |
DE10307087B4 (en) * | 2003-02-19 | 2009-07-09 | Pröbst, Christian | Stairway |
US7637350B2 (en) * | 2003-05-23 | 2009-12-29 | Interstate Equipment Corporation | Portable barge access ladder |
US6923140B1 (en) * | 2004-03-03 | 2005-08-02 | Aluminum Ladder Company | Boat access stairway |
US7377080B2 (en) * | 2004-03-29 | 2008-05-27 | The Boeing Company | Stowable spiral staircase system for overhead space access |
US20080190049A1 (en) * | 2007-02-08 | 2008-08-14 | David Muti | Portable construction staircase |
-
2007
- 2007-06-20 WO PCT/AU2007/000863 patent/WO2007147210A1/en active Application Filing
- 2007-06-20 RU RU2009101481/03A patent/RU2009101481A/en unknown
- 2007-06-20 US US12/308,537 patent/US20100293875A1/en not_active Abandoned
- 2007-06-20 TW TW096122050A patent/TW200809061A/en unknown
- 2007-06-20 BR BRPI0713495-9A patent/BRPI0713495A2/en not_active IP Right Cessation
- 2007-06-20 EP EP07719102A patent/EP2029835A4/en not_active Withdrawn
- 2007-06-20 KR KR1020087030880A patent/KR20090028716A/en not_active Application Discontinuation
- 2007-06-20 JP JP2009515674A patent/JP2009541612A/en not_active Withdrawn
- 2007-06-20 AU AU2007262663A patent/AU2007262663A1/en not_active Abandoned
- 2007-06-20 CA CA002655377A patent/CA2655377A1/en not_active Abandoned
- 2007-06-20 CN CNA2007800229362A patent/CN101473097A/en active Pending
-
2008
- 2008-12-17 ZA ZA200810634A patent/ZA200810634B/en unknown
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1996023943A1 (en) * | 1995-01-31 | 1996-08-08 | John Clement Preston | Suspendable container |
Non-Patent Citations (1)
Title |
---|
See also references of WO2007147210A1 * |
Also Published As
Publication number | Publication date |
---|---|
EP2029835A4 (en) | 2010-08-18 |
CN101473097A (en) | 2009-07-01 |
US20100293875A1 (en) | 2010-11-25 |
RU2009101481A (en) | 2010-07-27 |
CA2655377A1 (en) | 2007-12-27 |
AU2007262663A1 (en) | 2007-12-27 |
KR20090028716A (en) | 2009-03-19 |
WO2007147210A1 (en) | 2007-12-27 |
JP2009541612A (en) | 2009-11-26 |
ZA200810634B (en) | 2009-08-26 |
BRPI0713495A2 (en) | 2012-01-24 |
TW200809061A (en) | 2008-02-16 |
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