WO2012156752A1 - Support de charpente - Google Patents
Support de charpente Download PDFInfo
- Publication number
- WO2012156752A1 WO2012156752A1 PCT/GB2012/051127 GB2012051127W WO2012156752A1 WO 2012156752 A1 WO2012156752 A1 WO 2012156752A1 GB 2012051127 W GB2012051127 W GB 2012051127W WO 2012156752 A1 WO2012156752 A1 WO 2012156752A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- load
- bearing member
- protrusion
- threaded collar
- 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.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
- E04B1/4164—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head with an adjustment sleeve
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/02—Scaffold feet, e.g. with arrangements for adjustment
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
Definitions
- This invention relates to the design of a frame support which can be used for inspection platforms, plant and equipment, prefabricated buildings and structures.
- 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 required for load-bearing. They are also susceptible to tampering.
- 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.
- the threaded base, the threaded collar and a protrusion of the load-bearing member are substantially 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) , consequently 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 substantially encased in concrete or a chemical compound on completion of the
- the benefits of the invention are likely to be greatest where there is a need for accurate alignment of multiple supports on irregular, undulating or sloping sites with limited access.
- 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
- the load-bearing member may comprise a protrusion which is mountable on the threaded collar.
- the protrusion may be in direct or indirect contact or connection with the threaded collar.
- the protrusion may be in direct or indirect contact or connection with the load-bearing member.
- the protrusion may be separated from the threaded collar and/or the protrusion may be separated from the load- bearing member by a washer, spacer or the like.
- the protrusion comprises a flange.
- the load-bearing member may comprise a supporting surface, to which a frame may be either directly or indirectly 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 and/or protrusion.
- the threaded collar may be separate to the load- bearing member and/or protrusion.
- the protrusion and the threaded collar may be joined, for example, by welding.
- 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 frame support comprising:
- a base comprising an elongate member with a threaded
- 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, and wherein in use the base, the threaded collar and the protrusion of the load-bearing member are substantially encased.
- the load-bearing member may comprise a supporting surface, to which a frame may be either directly or indirectly mounted.
- the protrusion may be separated from the threaded collar, for example, by a washer, spacer or the like.
- the protrusion may be separated from the load-bearing member, for example, by a washer, spacer or the like.
- 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 15 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, four or more supports may be required 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 welding or by bolts or other fasteners.
- a third aspect of the present invention provides a method of installing a frame support comprising the steps of:
- This method allows the frame support to be easily adjusted in three dimensions.
- the base may be correctly positioned
- the bottom of the load-bearing member may comprise a protrusion, for example a flange.
- the protrusion may be in direct or indirect contact or connection with the threaded collar.
- the protrusion may be in direct or indirect contact or connection with the load-bearing member.
- the protrusion may be separated from the threaded collar and/or the protrusion may be separated from the load-bearing member by a washer, spacer or the like. Substantially encasing the
- protrusion enables it 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.
- 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 substantially encase the base, the threaded collar and the bottom of the load-bearing member may comprise substantially 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 directly or indirectly 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 irregular, sloping or undulating ground, for example inspection platforms adjacent to motorways and railways and for platforms adjacent to reservoirs used for water sampling.
- the apparatus and method are also suitable for supporting plant and equipment, prefabricated buildings and structures.
- a method of installing a frame support comprising the steps of:
- any feature disclosed herein may be replaced by an alternative feature serving the same or a similar purpose.
- Figure 1 is a cross section through the assembled frame support of the present invention.
- 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.
- 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 two stages 7 then 8 (see Figure 2) . 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 G:
- 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 ;
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
Priority Applications (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP12726164.2A EP2710206A1 (fr) | 2011-05-19 | 2012-05-18 | Support de charpente |
| AU2012257587A AU2012257587A1 (en) | 2011-05-19 | 2012-05-18 | Frame support |
| CN201280023888.XA CN103703198A (zh) | 2011-05-19 | 2012-05-18 | 框架支承件 |
| US14/117,938 US20140075878A1 (en) | 2011-05-19 | 2012-05-18 | Frame support |
| CA2836246A CA2836246A1 (fr) | 2011-05-19 | 2012-05-18 | Support de charpente |
| JP2014510884A JP2014517170A (ja) | 2011-05-19 | 2012-05-18 | フレーム支持体 |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB1108402.7 | 2011-05-19 | ||
| GB1108402.7A GB2490941A (en) | 2011-05-19 | 2011-05-19 | Frame support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2012156752A1 true WO2012156752A1 (fr) | 2012-11-22 |
Family
ID=44279281
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/GB2012/051127 Ceased WO2012156752A1 (fr) | 2011-05-19 | 2012-05-18 | Support de charpente |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US20140075878A1 (fr) |
| EP (1) | EP2710206A1 (fr) |
| JP (1) | JP2014517170A (fr) |
| CN (1) | CN103703198A (fr) |
| AU (1) | AU2012257587A1 (fr) |
| CA (1) | CA2836246A1 (fr) |
| GB (2) | GB2490941A (fr) |
| WO (1) | WO2012156752A1 (fr) |
Families Citing this family (5)
| 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 (zh) * | 2019-08-24 | 2020-09-22 | 陕西建工第九建设集团有限公司 | 一种建筑钢结构支撑装置 |
| CN111997204B (zh) * | 2020-08-20 | 2021-12-17 | 全学友 | 横向位置可调的装配式竖向构件连接结构及其施工方法 |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4917683B1 (fr) * | 1970-11-05 | 1974-05-02 | ||
| US4546581A (en) * | 1984-08-10 | 1985-10-15 | Gustafson Harold L | Building structure support system |
Family Cites Families (31)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1592681A (en) * | 1925-05-21 | 1926-07-13 | Verner G H Grothe | Screed support |
| 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 |
| US2671697A (en) * | 1950-02-24 | 1954-03-09 | Universal Mfg Co | Portable shoring |
| US3190405A (en) * | 1961-06-30 | 1965-06-22 | Superior Scaffold Co | Extendable shore |
| FR1383828A (fr) * | 1963-09-26 | 1965-01-04 | Dispositif de support utilisable dans la construction | |
| US3742662A (en) * | 1971-08-05 | 1973-07-03 | Hursh Jack E Millbrae | Shoring frame system |
| GB1563298A (en) * | 1976-04-27 | 1980-03-26 | Acrow Ltd | Drophead attachments for builder props |
| GB1599160A (en) * | 1978-02-10 | 1981-09-30 | Pynford Ltd | In situ cast beams |
| ZA82588B (en) * | 1981-02-06 | 1982-12-29 | George W Jackson | Components for a support structure for pouring concrete |
| US4750306A (en) * | 1985-12-19 | 1988-06-14 | Luigi Granieri | Concrete foundation slab anchoring system for modular elements of a building structure |
| CA1272041A (fr) * | 1986-03-10 | 1990-07-31 | Predrag Vladikovic | Coffrage pour beton en forme de a |
| US4761924A (en) * | 1987-04-17 | 1988-08-09 | Russell Lorenz & Wilma Lorenz | Support member for a building structure support system |
| US4914875A (en) * | 1987-04-17 | 1990-04-10 | Russell Lorenz | Support member for a building structure support system |
| FR2644820A1 (fr) * | 1989-03-23 | 1990-09-28 | Lesueur Daniel | Dispositif pour la realisation de chapes ou dalles en beton |
| US5590863A (en) * | 1993-11-12 | 1997-01-07 | Sasaki; Mitsuo | Support |
| US5561950A (en) * | 1994-03-30 | 1996-10-08 | Collins; Ted R. | Method and apparatus for adjustable pier block |
| US5595366A (en) * | 1995-02-06 | 1997-01-21 | Central Piers, Inc. | Seismic foundation pier |
| 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 |
| JP3697851B2 (ja) * | 1997-09-04 | 2005-09-21 | 積水化成品工業株式会社 | レベル調整具とレベル調整機能付きコラム形成用型枠 |
| US5862635A (en) * | 1997-09-16 | 1999-01-26 | Magnum Foundation Systems | Support system for a building structure |
| JP2006141745A (ja) * | 2004-11-22 | 2006-06-08 | Hoshino Kikaku:Kk | 天地支持装置 |
| GB2422854A (en) * | 2005-02-04 | 2006-08-09 | Christopher David Marsh | Adjustable support bracket |
| CN1861925A (zh) * | 2006-06-16 | 2006-11-15 | 崔成群 | 锚栓预埋定位装置及其使用方法 |
| US7941975B2 (en) * | 2007-04-11 | 2011-05-17 | 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 |
| CN201144516Y (zh) * | 2008-01-03 | 2008-11-05 | 浙江海滨建设集团有限公司 | 高层建筑施工挑架 |
| CN201295920Y (zh) * | 2008-10-17 | 2009-08-26 | 马俊强 | 一种锚点平台 |
| CN101614018B (zh) * | 2009-03-30 | 2011-03-16 | 上海龙净环保科技工程有限公司 | 大型脱硫防腐蚀箱罐底部基础结构的施工方法 |
| CA2700707C (fr) * | 2010-04-16 | 2014-07-15 | Renovation S.E.M. Inc. | Piliers de beton structuraux reglables en surface et dans le sol |
| US8769893B1 (en) * | 2013-04-12 | 2014-07-08 | Kwikspace Guam | Twist lock portable building footing |
-
2011
- 2011-05-19 GB GB1108402.7A patent/GB2490941A/en not_active Withdrawn
-
2012
- 2012-05-18 AU AU2012257587A patent/AU2012257587A1/en not_active Abandoned
- 2012-05-18 GB GB1208819.1A patent/GB2491040A/en not_active Withdrawn
- 2012-05-18 US US14/117,938 patent/US20140075878A1/en not_active Abandoned
- 2012-05-18 WO PCT/GB2012/051127 patent/WO2012156752A1/fr not_active Ceased
- 2012-05-18 JP JP2014510884A patent/JP2014517170A/ja active Pending
- 2012-05-18 CN CN201280023888.XA patent/CN103703198A/zh active Pending
- 2012-05-18 EP EP12726164.2A patent/EP2710206A1/fr not_active Withdrawn
- 2012-05-18 CA CA2836246A patent/CA2836246A1/fr not_active Abandoned
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4917683B1 (fr) * | 1970-11-05 | 1974-05-02 | ||
| US4546581A (en) * | 1984-08-10 | 1985-10-15 | Gustafson Harold L | Building structure support system |
Non-Patent Citations (1)
| Title |
|---|
| See also references of EP2710206A1 * |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2710206A1 (fr) | 2014-03-26 |
| GB2491040A (en) | 2012-11-21 |
| CN103703198A (zh) | 2014-04-02 |
| GB201108402D0 (en) | 2011-07-06 |
| GB201208819D0 (en) | 2012-07-04 |
| JP2014517170A (ja) | 2014-07-17 |
| AU2012257587A1 (en) | 2014-01-09 |
| CA2836246A1 (fr) | 2012-11-22 |
| GB2490941A (en) | 2012-11-21 |
| US20140075878A1 (en) | 2014-03-20 |
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