GB2490941A - Frame support - Google Patents

Frame support Download PDF

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Publication number
GB2490941A
GB2490941A GB1108402.7A GB201108402A GB2490941A GB 2490941 A GB2490941 A GB 2490941A GB 201108402 A GB201108402 A GB 201108402A GB 2490941 A GB2490941 A GB 2490941A
Authority
GB
United Kingdom
Prior art keywords
load
bearing member
frame support
frame
base
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Withdrawn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
GB1108402.7A
Other versions
GB201108402D0 (en
Inventor
Nicholas James Marshall
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 GB1108402.7A priority Critical patent/GB2490941A/en
Publication of GB201108402D0 publication Critical patent/GB201108402D0/en
Priority to GB1208819.1A priority patent/GB2491040A/en
Priority to AU2012257587A priority patent/AU2012257587A1/en
Priority to EP12726164.2A priority patent/EP2710206A1/en
Priority to CA2836246A priority patent/CA2836246A1/en
Priority to PCT/GB2012/051127 priority patent/WO2012156752A1/en
Priority to JP2014510884A priority patent/JP2014517170A/en
Priority to CN201280023888.XA priority patent/CN103703198A/en
Priority to US14/117,938 priority patent/US20140075878A1/en
Publication of GB2490941A publication Critical patent/GB2490941A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4157Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
    • E04B1/4164Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head with an adjustment sleeve
    • 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
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/02Scaffold feet, e.g. with arrangements for adjustment
    • 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
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • 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
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • 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
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • 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
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/065Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)

Abstract

A frame support comprises an elongate member 1 with a threaded external surface, a threaded collar 2 dimensioned to engage with the threaded external surface of the elongate member, and also a load-bearing member 3 characterised in that it is mountable on the threaded collar. Also defined is a method of installing the frame support which is carried out in three main stages, commencing with the fixing of a lightweight threaded base within a prepared hole. A load-bearing member is then attached to the base and adjusted by means of the thread and a threaded collar. Finally the threaded base, the threaded collar and a protrusion of the load-bearing member are encased in concrete or a chemical compound to complete the installation. The frame support can be used for inspection platforms, plant and equipment, prefabricated buildings and structures.

Description

Frame Support This invention relates to the design of a frame support which can be used for inspection platforms, plant and equipment, prefabricated buildings and structures.
Construction and maintenance work close to hazardous areas such as motorway embankments and railway cuttings (for example bridge inspection and maintenance) frequently requires the installation of permanent or temporary platforms. These provide a safe working area with a level surface and protective barriers, away from the dangers of the adjacent hazard (i.e. the motorway or railway) . However, motorway embankments and railway cuttings are invariably sloping with an irregular surface, making the erection of platforms difficult. A particular difficulty arises in the installation of large platforms where multiple supports must be accurately aligned in three dimensions.
Many types of frame support are currently in use such as driven posts and piles, screw-piles and supports embedded in concrete, but these all tend to suffer from inaccurate alignment.
Depending on the requirements this may result in the need for subsequent adjustments with the associated costs and delays.
Driven posts or piles and screw-piles are generally installed with specialised plant which must be transported to the site and positioned adjacent or close to the point of installation, leading to costs and risks coupled with the need for suitable access.
The embedding of supports in concrete avoids the need for specialised plant but accuracy normally depends on the use of formwork or props. The formwork or props must be installed and subsequently either removed or left in place, adding complexity, cost and time to the overall installation process.
The frames associated with these types of support normally incorporate some scope for adjustment, but the limits are often exceeded on complex installations, particularly with regard to vertical adjustment on irregular or sloping sites.
All the types of frame support described above can be supplemented with load-bearing screw-jacks which are installed between the support and the frame for vertical adjustment, however these generally result in a significant increase in cost due to the size of thread and the related components reguired for load-bearing. They are also susceptible to tampering.
According to the present invention the installation is carried out in three main stages, commencing with the fixing of a lightweight threaded base within a prepared hole. A load-bearing member is then attached to the base and adjusted by means of the thread and a threaded collar. Finally the threaded base, the threaded collar and a protrusion of the load-bearing member are encased in concrete or a chemical compound to complete the installation.
The installation can normally be completed with hand tools alone, avoiding the need to transport heavy plant to and from the site, with the associated costs and risks.
The threaded base can be smaller than a conventional screw-jack as it is not load-bearing (except for the weight of the load-bearing member and the threaded collar during installation), conseguently this avoids a significant increase in cost while providing similar benefits to a load-bearing screw-jack. It also avoids the risk of tampering as it is encased in concrete or a chemical compound on completion of the installation.
The benefits of the invention are likely to be greatest where there is a need for accurate alignment of multiple supports on irregular or sloping sites with limited access. There is no requirement for heavy or specialised plant, formwork, props or load-bearing screw-jacks and consequently the installation can be completed without the associated complexity, risk, time and cost.
The present invention provides frame supports and a method of installing them which enables precise positioning in three dimensions, without the requirement of specialised equipment.
A first aspect of the present invention provides a frame support comprising: a base, comprising an elongate member with a threaded external surface; a threaded collar, dimensioned to engage with the threaded external surface of the elongate member; and a load-bearing member mountable on the threaded collar.
The load-bearing member may comprise a protrusion which is mountable on the threaded collar. In one embodiment, the protrusion comprises a flange. The load-bearing member may comprise a supporting surface, to which a frame may be mounted.
The load-bearing member may comprise a hollow member with an internal clearance greater than the external diameter of the elongate member of the base; a protrusion at its lower end; and a supporting surface at its upper end. The hollow member could have, for example, a square, rectangular or circular cross-section.
The height of the threaded collar on the elongate member may be adjustable. The load-bearing member may engage with the threaded collar, such that rotation of the threaded collar about the elongate member of the base provides a means of adjusting the height of the load-bearing member.
Engaging features on the load-bearing member and the threaded collar may be provided so that rotation of the load-bearing member causes rotation of the threaded collar. An engagement feature on the load-bearing member may comprise a bolt.
The threaded collar may comprise a nut. The threaded collar may be integral with the load-bearing member. Alternatively, the threaded collar may be separate to the load-bearing member.
The base may further comprise one or more apertures through which fasteners can be inserted to fix the base to the ground.
The frame support may further comprise fasteners, for example pins or bolts.
A second aspect of the present invention provides a frame assembly comprising one or more frame supports according to any one of claims 1 to 13 and a frame supported on the one or more frame supports. A single frame support may be sufficient to support a small frame, whereas at least three or four may be reguired for larger frames.
The weight of the frame is taken through the load-bearing member, rather than the base.
The frame may be secured to the one or more frame supports by bolts or other fasteners.
A third aspect of the present invention provides a method of installing e freme support comprising the steps of: mounting a base within a prepared hole, wherein the base comprises an elongate member with a threaded external surface; securing the base in the hole; fitting a load-bearing member over the threaded base; adjusting its height by means of a threaded collar, dimensioned to engage with the threaded external surface of the elongate member; and filling the hole to at least encase the base, the threaded collar and the bottom of the load-bearing member.
This method allows the frame support to be easily adjusted in three dimensions. The base may be correctly positioned horizontally within the hole. When the base has been secured, adjustment of the threaded collar allows vertical adjustment.
The bottom of the load-bearing member may comprise a protrusion, for example a flange at one end. Encasing the bottom of the load-bearing members enables the protrusion to act as an anchor.
Once encased, the protrusion is thus load-bearing of the frame mounted on the support.
The step of securing the base may comprise partially embedding it in concrete or a chemical compound. The concrete may comprise dry-mixed or wet-mixed concrete. Dry-mixed concrete provides the benefits of convenience and speed. The chemical compound is preferably able to set sufficiently to support the base in position. Alternatively, the step of securing the base comprises fastening it to the bottom of the hole using fasteners, such as pins or bolts.
The step of filling the hole to at least encase the base, the threaded collar and the bottom of the load-bearing member may comprise filling the hole with concrete or a chemical compound.
The concrete may comprise dry-mixed or wet-mixed concrete. The chemical compound is preferably able to support the load-bearing member in position once it reaches full strength.
The method may comprise the step of attaching a frame to the exposed portion of the load-bearing member.
The frame support and method of installing it are particularly suitable for supporting platforms on sloping ground, for example inspection platforms on motorways and railways and for platforms adjacent to reservoirs used for water sampling. The apparatus and method are also suitable for supporting plant and eguipment, prefabricated buildings and structures.
Preferred features of the second and third aspects of the invention may be as described above in connection with the first aspect.
Throughout the description and claims of this specification, the words "comprise" and "contain" and variations of the words, for example "comprising" and "comprises", mean "including but not limited to", and do net exclude other moieties, additives, components, integers or steps.
Throughout the description and claims of this specification, the singular encompasses the plural unless the context otherwise requires. In particular, where the indefinite article is used, the specification is to be understood as contemplating plurality as well as singularity, unless the context requires otherwise.
Other features of the present invention will become apparent from the following example. Generally speaking the invention extends to any novel one, or any novel combination, of the features disclosed in this specification (including any accompanying claims and drawings) . Thus features, integers, characteristics or compounds described in conjunction with a particular aspect, embodiment or example of the invention are to be understood to be applicable to any other aspect, embodiment or example described herein unless incompatible therewith.
Moreover unless stated otherwise, any feature disclosed herein may be replaced by an alternative feature serving the same or a similar purpose.
The present invention will now be described by way of example only and with reference to the accompanying illustrative drawings, wherein: Figure 1 is a cross section through the assembled frame support of the present invention; and Figure 2 Illustrates the method of installing the frame support.
Figure 1 shows the assembled frame support consisting of a base comprising an elongate member with a threaded external surface 1, a threaded collar 2 and a load-bearing member 3 which incorporates a flange 4. A bolt 5 attached to the flange 4 engages with the threaded collar 2 to provide a means of adjusting the height of the load-bearing member 3 when it is rotated. As the bolt 5 engages with a feature on the threaded collar, rotation of the load-bearing member causes rotation of the threaded collar. Alternative engaging features on the load- bearing member and threaded collar may be used or the load-bearing member and threaded collar may be joined, for example by welding.
The frame support is located in a prepared hole 6 which has been filled with dry-mixed concrete in 2 stages 7 then 8. Following assembly the frame support has been attached to a frame 9.
Figure 2 shows a method of installing a pair of frame supports consisting of the following steps shown in the sequence A to C: A: Preparing holes 6 for the frame supports in the required positions; B: Placing a layer of concrete 7 in the bottom of each hole; C: Positioning a base 1 and threaded collar 2 in the bottom of each hole with the base embedded in the concrete;
S
D: Fitting a load-bearing member 3 to each base when the concrete has partially cured and gained sufficient strength to prevent movement; E: Adjusting the height of each load-bearing member by means of rotation of the threaded collar on the base, rotating the load-bearing member so that the threaded collar engages with a bolt 5 attached to the flange 4; F: Encasing the base, the threaded collar and the flange on each load-bearing member in concrete 8; and G: Attaching a frame 9 to each load-bearing member when the concrete has partially cured and gained sufficient strength to prevent movement.

Claims (30)

  1. Claims 1. A frame support comprising: a base, comprising an elongate member with a threaded external surface; a threaded collar, dimensioned to engage with the threaded external surface of the elongate member; and a load-bearing member mountable on the threaded collar.
  2. 2. A frame support according to claim 1, wherein the load-bearing member comprises a protrusion which is mountable on the threaded collar.
  3. 3. A frame support according to claim 2, wherein the protrusion comprises a flange.
  4. 4. A frame support according to any one of the preceding claims, wherein the load-bearing member comprises a supporting surface, to which a frame may be mounted.
  5. 5. A frame support according to any one of the preceding claims, wherein the load-bearing member comprises a hollow member with an internal clearance greater than the external diameter of the elongate member of the base; a protrusion at its lower end and a supporting surface at its upper end.
  6. 6. A frame support according to any one of the preceding claims, wherein the height of the threaded collar on the elongate member is adjustable.
  7. 7. A frame support according to any one of the preceding claims, wherein the threaded collar comprises a nut.
  8. 8. A frame support according to any one of the preceding claims, wherein the load-bearing member engages with the threaded collar, such that rotation of the load-bearing member causes rotation of the threaded collar about the elongate member of the base providing a means of adjusting the height of the load-bearing member.
  9. 9. A frame support according to any one of the preceding claims, wherein the threaded collar is integral with the load-bearing member.
  10. 10. A frame support according to any one of claims 1 to 8, wherein the threaded collar is not integral with the load-bearing member.
  11. 11. A frame support according to any one of the preceding claims, wherein the base further comprises one or more apertures through which fasteners can be inserted to fix the base to the ground.
  12. 12. A frame support according to claim 11, further comprising fasteners.
  13. 13. A frame support according to claim 12, wherein the fasteners are selected from the group of pins and bolts.
  14. 14. A frame assembly comprising one or more frame supports according to any one of claims 1 to 13 and a frame supported on the one or more frame supports.
  15. 15. A frame assembly according to claim 14, wherein the weight of the platform is supported by the load supporting members of the frame supports.
  16. 16. A frame assembly according to any one of claims 14 and 15, wherein the frame is secured to one or more frame supports by bolts or other fasteners.
  17. 17. A method of installing a frame support comprising the steps of: mounting a base within a prepared hole, wherein the base comprises an elongate member with a threaded external surface; securing the base in the hole; fitting a load-bearing member over the threaded base; adjusting its height by means of a threaded collar, dimensioned to engage with the threaded external surface of the elongate member; and filling the hole to at least encase the base, threaded collar and lower end of the load-bearing member.
  18. 18. A method according claim 17, wherein the step of securing the base comprises partially embedding it in concrete or a chemical compound.
  19. 19. A method according to claim 18, wherein the concrete comprises dry-mixed concrete.
  20. 20. A method according to claim 18, wherein the concrete comprises wet-mixed concrete.
  21. 21. A method according to claim 17, wherein the step of securing the base comprises fastening it to the bottom of the hole using fasteners.
  22. 22. A method according to claim 21, wherein the fasteners comprise pins or bolts.
  23. 23. A method according to any one of claims 17 to 22, wherein the load-bearing member comprises a protrusion and wherein the step of filling the hole comprises encasing the protrusion.
  24. 24. A method according to claim 23, wherein the protrusion comprises a flange.
  25. 25. A method according to any one of claims 17, 23 and 24 wherein the hole is filled with concrete or a chemical compound.
  26. 26. A method according to claim 25 wherein the concrete comprises dry-mixed concrete.
  27. 27. A method according to claim 25 wherein the concrete comprises wet-mixed concrete.
  28. 28. A method according to any one of claims 17 to 27 comprising the step of attaching a frame to the exposed portion of the load-bearing member..
  29. 29. A frame support substantially as herein described with reference to the accompanying illustrative drawings.
  30. 30. A method of installing a frame support substantially as herein described with reference to the accompanying illustrative drawings.
GB1108402.7A 2011-05-19 2011-05-19 Frame support Withdrawn GB2490941A (en)

Priority Applications (9)

Application Number Priority Date Filing Date Title
GB1108402.7A GB2490941A (en) 2011-05-19 2011-05-19 Frame support
US14/117,938 US20140075878A1 (en) 2011-05-19 2012-05-18 Frame support
CA2836246A CA2836246A1 (en) 2011-05-19 2012-05-18 Frame support
AU2012257587A AU2012257587A1 (en) 2011-05-19 2012-05-18 Frame support
EP12726164.2A EP2710206A1 (en) 2011-05-19 2012-05-18 Frame support
GB1208819.1A GB2491040A (en) 2011-05-19 2012-05-18 Frame Support
PCT/GB2012/051127 WO2012156752A1 (en) 2011-05-19 2012-05-18 Frame support
JP2014510884A JP2014517170A (en) 2011-05-19 2012-05-18 Frame support
CN201280023888.XA CN103703198A (en) 2011-05-19 2012-05-18 Frame support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1108402.7A GB2490941A (en) 2011-05-19 2011-05-19 Frame support

Publications (2)

Publication Number Publication Date
GB201108402D0 GB201108402D0 (en) 2011-07-06
GB2490941A true GB2490941A (en) 2012-11-21

Family

ID=44279281

Family Applications (2)

Application Number Title Priority Date Filing Date
GB1108402.7A Withdrawn GB2490941A (en) 2011-05-19 2011-05-19 Frame support
GB1208819.1A Withdrawn GB2491040A (en) 2011-05-19 2012-05-18 Frame Support

Family Applications After (1)

Application Number Title Priority Date Filing Date
GB1208819.1A Withdrawn GB2491040A (en) 2011-05-19 2012-05-18 Frame Support

Country Status (8)

Country Link
US (1) US20140075878A1 (en)
EP (1) EP2710206A1 (en)
JP (1) JP2014517170A (en)
CN (1) CN103703198A (en)
AU (1) AU2012257587A1 (en)
CA (1) CA2836246A1 (en)
GB (2) GB2490941A (en)
WO (1) WO2012156752A1 (en)

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Publication number Priority date Publication date Assignee Title
US20150121797A1 (en) * 2013-11-06 2015-05-07 Chad Brown Concrete anchor
US10697173B2 (en) * 2017-06-22 2020-06-30 SR Systems, LLC Specialized connection devices and method of use
US11306475B2 (en) 2017-07-14 2022-04-19 SR Systems, LLC Specialized connection devices and method of use
CN110485568B (en) * 2019-08-24 2020-09-22 陕西建工第九建设集团有限公司 Building steel structure supporting device
CN111997204B (en) * 2020-08-20 2021-12-17 全学友 Transverse position-adjustable assembled vertical component connecting structure and construction method thereof

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US3190405A (en) * 1961-06-30 1965-06-22 Superior Scaffold Co Extendable shore
GB1563298A (en) * 1976-04-27 1980-03-26 Acrow Ltd Drophead attachments for builder props
EP0058042A1 (en) * 1981-02-06 1982-08-18 George Wilbert Jackson Device for securing a body to the leg of a support structure
FR2644820A1 (en) * 1989-03-23 1990-09-28 Lesueur Daniel Device for the production of concrete screeds or slabs
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Publication number Priority date Publication date Assignee Title
GB543853A (en) * 1940-09-12 1942-03-16 John Burton Improvements in or relating to shores, struts and like supports for buildings and other structures
US3190405A (en) * 1961-06-30 1965-06-22 Superior Scaffold Co Extendable shore
GB1563298A (en) * 1976-04-27 1980-03-26 Acrow Ltd Drophead attachments for builder props
EP0058042A1 (en) * 1981-02-06 1982-08-18 George Wilbert Jackson Device for securing a body to the leg of a support structure
FR2644820A1 (en) * 1989-03-23 1990-09-28 Lesueur Daniel Device for the production of concrete screeds or slabs
US5561950A (en) * 1994-03-30 1996-10-08 Collins; Ted R. Method and apparatus for adjustable pier block
US5666774A (en) * 1995-06-30 1997-09-16 Simpson Strong-Tie Company, Inc. Adjustable support system
GB2324329A (en) * 1997-04-15 1998-10-21 Sgb Services Plc Scaffold jack
JPH1181332A (en) * 1997-09-04 1999-03-26 Sekisui Plastics Co Ltd Level adjusting tool and column-forming mold having level-adjusting function
JP2006141745A (en) * 2004-11-22 2006-06-08 Hoshino Kikaku:Kk Top and bottom supporting device
US20080276553A1 (en) * 2007-04-11 2008-11-13 Erla Dogg Ingjaldsdottir Affordable, sustainable buildings comprised of recyclable materials and methods thereof
US20080304919A1 (en) * 2007-06-08 2008-12-11 Coyle Michael D Adjustable pier/footing cap for creating an adjustable building foundation

Also Published As

Publication number Publication date
CN103703198A (en) 2014-04-02
EP2710206A1 (en) 2014-03-26
WO2012156752A1 (en) 2012-11-22
AU2012257587A1 (en) 2014-01-09
GB201108402D0 (en) 2011-07-06
CA2836246A1 (en) 2012-11-22
GB201208819D0 (en) 2012-07-04
JP2014517170A (en) 2014-07-17
US20140075878A1 (en) 2014-03-20
GB2491040A (en) 2012-11-21

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