GB2323623A - Access system that folds concertina - wise - Google Patents

Access system that folds concertina - wise Download PDF

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Publication number
GB2323623A
GB2323623A GB9703209A GB9703209A GB2323623A GB 2323623 A GB2323623 A GB 2323623A GB 9703209 A GB9703209 A GB 9703209A GB 9703209 A GB9703209 A GB 9703209A GB 2323623 A GB2323623 A GB 2323623A
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GB
United Kingdom
Prior art keywords
concertina
access system
access
vertical
cas
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Withdrawn
Application number
GB9703209A
Other versions
GB9703209D0 (en
Inventor
Antony John Corlett
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to GB9703209A priority Critical patent/GB2323623A/en
Publication of GB9703209D0 publication Critical patent/GB9703209D0/en
Publication of GB2323623A publication Critical patent/GB2323623A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/34Scaffold constructions able to be folded in prismatic or flat parts or able to be turned down
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/18Scaffolds primarily resting on the ground adjustable in height
    • E04G1/22Scaffolds having a platform on an extensible substructure, e.g. of telescopic type or with lazy-tongs mechanism

Abstract

The Concertina Access System is a combination of individual integral units sequentially fixed together capable of opening and closing in a continuous vertical up and down concertina movement, designed to provide effective horizontal access to any height in a fast, efficient and safe manner to construction and industry requirements.

Description

CONCERTINA ACCESS SYSTEM DESCRIpTJON FOR PATENT The design of this product was influenced by the need to provide a fast horizontal access 5, 'stem to construction and industry in areas where conventional scaffolding is slow. labour intensive and, due to loose components, dangerous to erectors and users.
CONCERTINA ACCESS SYSTEM - CAS - is an integral unit (See Drawing No. 1 of 13). comprising a combination of rigid and morning parts. together providing a secure, safe and easily handled element for horizontal access walkways and loading platforms.
Each CAS unit will conceilina open or closed in a vertical up & down directional movement (See Drawing No s. 4 & 11 of 13). Each unit can be rigidly located on top of each other to provide a tower construction (See Drawing No. 6 of 13), varying from a single horizontal platform to any number of horizontal platforms, in multiples of one, required to senre a project height requirement.
Any number of the tower constructions can be located and fixed together (See Drauing No. 7 of 13) to provide a continuous equi-spaced horizontal platform at each level of each CAS unit. The CAS components are all integral to the individual units which makes for eas, handling, fast erection and provides safety to ils users.
Making use of three basic elements, Tubular Poles, Main & Knuckle Joints and a Horizontal Platform. a CAS unit is a very simple concept. The Tubular Poles concertina flat and horizontal to each other and open out away from each other to form a vertical column (See Drawing No's. 2 & 3 of 13). The Main (See Drawing No. 12 of 13) and Intermediate (See Drawing No. 13 of 13) Knuckle Joints provide the method for the Tubular Poles to achieve this. The eight Tubular Poles. joined intermediately with the Intermediate Knuckle Joints, open vertically to form four Tubular Poles.
located parallel to each other (See Drauing No. 3 of 13). In between the four Main Knuckle Joints.
located at the lover end of the Tubular Poles and positioned in a regular shape, the Horizontal Platform (See Drawing No. 10 of 13) is suspended perpendicular to the Tubular Poles and remains horizontal in either the closed or open position of the CAS unit (See Drawing No's. 4 & 5 of 13).
An individual CAS unit can be opened. locked into place, and sequentially placed on top of another CAS unit to form a 'tower' construction (See Drawing, No. 6 of 13). Multiple numbers of CAS units can also be rigidly fixed together in the closed position and opened vertically, either in-situ or awav from the required access face. to creale the 'tower' construction. There is no limit to the number of CAS units which can be fixed together to form a 'tower' construction and the concertina ability of each CAS unit is transferred to the 'tower' allowing the complete tower to be closed or opcned vertically in one continual concertina movement.
Each CAS unit has integral half or full height Mesh fixed to the front elevation, Handrails and Toe Boards. and the ability to provide a fully serviced situation of Lighting and Power Supply sith the use of retraclable airing harnesses, sealed socket connectors, and vertical conneclions.
The weathering capability of the system is maintained at the top of each tower' construclion with a rigid Roofed CAS unit. Opening Gates for personnel and materials access can be fitted into any CAS unit and used throughout a tower construction.
Independent Staircase (Sce Drawing No's. 8 & 9 of 13) or hoist/lift units are used in conjunction with the standard CAS units to provide vertical access. These vertical access units are standard QAS concertina units with modifications to accept rigid stair or hoist applications and Handrails.
The CAS components can be mamlfactured in a variety of light and heavy dur, matcrials from Aluminium, Glass Reinforced Plastic, Steei to Composite Aramid/Polymer or Carbon Fibre.
ATTACHED DRAWINGS 1 of 13 - Typical CAS Unit - Opened 2 of 13 - Typical Concertina # 3 of 13 - Tubular Pole Concertina Operation # 4 of 13 - Typical CAS Concertina Operation # 5 of 13 - Closed CAS Units 6 of 13 - Tower Construction # 7 of 13 - Elevational Construction 8 of 13 - Typical CAS Stair Unit # 9 of 13 - Stair Tower Construction # 10 of 13 - Typical Plan of CAS Unit # 11 of 13 - Topical Operational Section # 12 of 13 - Detailed Knuckle Section (Main Knuckle Joint) 13 of 13 - Detailed Knuckle Section (Intermediate Knuckle Joint)

Claims (13)

  1. CLAIMS 1. The Concertina Access System offers fast and safe access.
  2. 2. The Concertina Access System can be used in any vertical access requirement siluation.
  3. 3. The Concertina Access System can be used in conjunction ith traditional scaffolding.
  4. 4. The Concertina Access System has no loose components.
  5. 5. The Concertina Access System units can be sequentially stacked on top of each other.
  6. 6. The Concertina Access System can be opened or closed in a continuous vertical up & down concertina movement.
  7. 7. The Concertina Access System can be placed and clamped alongside each other to form a series of equi-spaced continuous horizontal access platforms.
  8. 8. The Concertina Access System utilises Knuckle Joints to achieve a concertina ability.
  9. 9. The Concertina Access System utilises traditional sized scaffolding tubes.
  10. 10. The Concertina Access System has the ability to provide power and lighting at the work face.
  11. 11. The Concertina Access System has vertical Mesh fixed to the front elevation.
  12. 12. The Concertina Access System has integral rigidly fixed Handrails and Toe-Boards.
  13. 13. The Concertina Access System can provide any number of horizontal access levels - in multiples of one.
GB9703209A 1997-02-12 1997-02-12 Access system that folds concertina - wise Withdrawn GB2323623A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB9703209A GB2323623A (en) 1997-02-12 1997-02-12 Access system that folds concertina - wise

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB9703209A GB2323623A (en) 1997-02-12 1997-02-12 Access system that folds concertina - wise

Publications (2)

Publication Number Publication Date
GB9703209D0 GB9703209D0 (en) 1997-04-02
GB2323623A true GB2323623A (en) 1998-09-30

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
GB9703209A Withdrawn GB2323623A (en) 1997-02-12 1997-02-12 Access system that folds concertina - wise

Country Status (1)

Country Link
GB (1) GB2323623A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2434396A (en) * 2006-01-23 2007-07-25 John Timothy Stevens Podium Tower
GB2474085A (en) * 2009-10-05 2011-04-06 John Timothy Stevens Collapsible access tower
ITBG20100012A1 (en) * 2010-03-04 2011-09-05 Alberto Ferrari MODULAR STRUCTURE FOR SCAFFOLDING AND THE LIKE
CN102191853A (en) * 2010-03-11 2011-09-21 深圳市特辰科技股份有限公司 Folding type scaffold and use method thereof
GB2446445B (en) * 2007-02-06 2011-11-02 John Timothy Stevens Stepped podium tower
WO2013119189A3 (en) * 2012-02-06 2013-10-03 Fenerci Abdurrahman Murat A scaffold with an automatic installation characteristic
CN105756333A (en) * 2016-04-29 2016-07-13 深圳市特辰科技股份有限公司 Folding building construction robot platform unit and building construction robot platform

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995027836A1 (en) * 1992-10-19 1995-10-19 Maurice Viandon Improvement to folding scaffoldings

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995027836A1 (en) * 1992-10-19 1995-10-19 Maurice Viandon Improvement to folding scaffoldings

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2434396A (en) * 2006-01-23 2007-07-25 John Timothy Stevens Podium Tower
GB2446445B (en) * 2007-02-06 2011-11-02 John Timothy Stevens Stepped podium tower
GB2474085A (en) * 2009-10-05 2011-04-06 John Timothy Stevens Collapsible access tower
ITBG20100012A1 (en) * 2010-03-04 2011-09-05 Alberto Ferrari MODULAR STRUCTURE FOR SCAFFOLDING AND THE LIKE
WO2011107573A1 (en) * 2010-03-04 2011-09-09 Alberto Ferrari Modular structure for scaffolding
CN102191853A (en) * 2010-03-11 2011-09-21 深圳市特辰科技股份有限公司 Folding type scaffold and use method thereof
CN102191853B (en) * 2010-03-11 2012-09-26 深圳市特辰科技股份有限公司 Folding type scaffold and use method thereof
WO2013119189A3 (en) * 2012-02-06 2013-10-03 Fenerci Abdurrahman Murat A scaffold with an automatic installation characteristic
CN104145067A (en) * 2012-02-06 2014-11-12 阿布达兰曼·穆垃特·费纳奇 Scaffold with automatic installation characteristic
CN104145067B (en) * 2012-02-06 2016-10-19 阿布达兰曼·穆垃特·费纳奇 The building canopy that automatization installs
US9890544B2 (en) 2012-02-06 2018-02-13 Abdurrahman Murat Fenerci Scaffold with an automatic installation characteristic
CN105756333A (en) * 2016-04-29 2016-07-13 深圳市特辰科技股份有限公司 Folding building construction robot platform unit and building construction robot platform

Also Published As

Publication number Publication date
GB9703209D0 (en) 1997-04-02

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WAP Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1)