WO2009127007A1 - Climbing mast assembly - Google Patents
Climbing mast assembly Download PDFInfo
- Publication number
- WO2009127007A1 WO2009127007A1 PCT/AU2009/000475 AU2009000475W WO2009127007A1 WO 2009127007 A1 WO2009127007 A1 WO 2009127007A1 AU 2009000475 W AU2009000475 W AU 2009000475W WO 2009127007 A1 WO2009127007 A1 WO 2009127007A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- mast
- climbing
- ratchet
- assembly according
- housings
- 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
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
- E04G11/24—Construction of lifting jacks or climbing rods for sliding forms
Definitions
- This invention relates to a climbing mast assembly that is useful in multi-storey building construction, for example, for lifting or jumping concrete formwork frames or perimeter screens.
- a crane is used to effect the jumping step.
- a system known as the LubecaTM system linked sections of the formwork are moved upwardly by heavy duty jacks.
- This latter system is particularly suitable for erecting cores or pillar groups of high rise buildings but is somewhat over engineered for smaller structures.
- a known system for eliminating the use of a crane involves the temporary installation of a mast between the building floors to be jumped.
- the mast includes a multiplicity of holes spaced every 40 millimetres or so along the mast.
- the formwork is jumped up the mast from hole to hole by a system of jacks.
- Such a system is, however, laborious and time consuming, taking about 4 hours to jump a single formwork segment up its mast to the next working level.
- each screen typically has two beams temporarily held to a completed floor by a large bolt at the inner end. These beams are termed "needles" in the building industry and take the weight of the screens. Prior to connecting the crane to the screens a second level of needles is located on the new level above. Once the crane has taken the load of the perimeter screen all of the needles on the lower level are unbolted and removed by workers and manually transported two levels up, prior to raising the screen.
- a limitation of the use of crane systems is that cranes can only operate in wind speeds up to a set maximum, eg 21 m/s, which can be somewhat limiting in areas of regularly higher wind speeds.
- the invention provides a climbing mast assembly, including:
- a mast having multiple recesses thereon spaced longitudinally along the mast;
- a pair of ratchet housings mounted to be relatively slideable along the mast and including means to mount one or more jacks for coupling the housings and operable to adjust the relative separation of the housings along the mast;
- first ratchet elements mounted on the respective ratchet housings for reciprocatory movement sliding movement, transversely of the mast, and selectively positionable to successively engage said recesses to limit return travel of the respective housing as it is advanced up the mast by operation of said jack(s);
- the mast is conveniently a tubular beam, for example of a rectangular or preferably square cross-section, in which the multiple recesses are formed as opposed pairs of apertures.
- the means to mount one or more jacks for coupling the housings preferably comprises two pairs of cooperating mounts for providing a pair of similar jacks to opposite sides of the mast.
- the assembly may include the jack(s). Where a pair of jacks is provided, in use they are preferably hydraulically linked for equal oil flow from a power pack, thereby ensuring a balanced and symmetric operation about the mast.
- the assembly typically may further include frame members for mounting one of the ratchet housings to a structure to be raised by the climbing mast assembly.
- frame members may include a pair of columns to either side of the mast along which the other ratchet housing is slideable. For use in a typical installation, these columns depend from the ratchet housing that, in situ, is uppermost.
- the columns of the frame members are arranged at a 90 degree angular spacing about the mast with respect to the jack positions.
- the first and second ratchet elements are preferably of similar shape and dimensions with an at least partially oblique trailing edge on a projecting portion. This portion typically further has a detent face aligned substantially at right angles to the longitudinal axis of the mast. These similar ratchet elements serve as first or second ratchet elements by virtue of their oppositely mounted, or relatively inverted, orientation.
- Means is preferably provided for effecting said selectively positionable feature of the ratchet elements by slideably moving them between a forward operative position in which they engage the mast recesses but are retractable against bias means in one relative direction of travel, and a retracted inoperative position.
- the first and second ratchet elements include a rear face from which projects a link rod.
- Each link rod may be eccentrically pinned to a cylindrical cam at one end of the cam lever. If the cam lever is swung through 180°, the respective ratchet element may be moved between the forward operative position and the retracted inoperative position.
- the invention provides a climbing mast assembly, including:
- a central mast having multiple recesses thereon spaced longitudinally along the mast;
- a pair of ratchet housings mounted to be relatively slideable along the mast and including means to mount one or more jacks for coupling the housings and operable to adjust the relative separation of the housings along the mast;
- first ratchet elements mounted on the respective ratchet housings for reciprocatory movement, relative to the mast, and selectively positionable to successively engage said recesses to limit return travel of the respective housing as it is advanced up the mast by operation of said jack(s);
- second ratchet elements mounted on the respective ratchet housings for reciprocatory movement, relative to the mast, and selectively positionable to successively engage said recesses to allow lifting of the mast by the jack(s) and to limit return travel of the mast when it is being raised relative to the respective housings;
- the reciprocatory movement of the ratchet elements is preferably a sliding movement transversely of the mast.
- the frame members depend from the ratchet housing that, in situ, is uppermost.
- the frame members include outer uprights, the lower ends of which are braced by inwardly directed cantilevered beams that mount wheels for rotatably engaging the outer face of the wall or column during the jumping process.
- the outer uprights may be linked by a cross-beam structure, upon which working platforms may be mounted.
- the columns of the frame members are preferably arranged at a 90 degree angular spacing about the mast with respect to the jack positions.
- the central mast is preferably positioned to be aligned with, and lie directly above, a respective wall or column.
- the mast may have a detachable base plate for casting into the top of the wall or column and for supporting the mast when the ratchet housings are advanced upwardly.
- the assembly is typically supported by retractable needles that engage with the wall or column.
- a climbing formwork structure including two climbing mast assemblies, according to the first or second aspect, to form two adjacent walls or columns.
- a method of forming a wall or column including:
- a climbing mast assembly according to the first or second aspect, such that the mast is aligned with, and lies directly above, a cast section of a respective wall or column;
- Figure 1 is a front elevation for an exemplary climbing formwork structure to which are fitted a pair of climbing mast assemblies according to an embodiment of the invention
- Figure 2 is a vertical axial cross-section of one of the climbing mast assemblies, on the line 2-2, in Figure 1 , in which the hydraulic jacks are omitted;
- Figure 3 is a somewhat schematic plain view of the horizontal cross-section on the line 3-3, in Figure 2, of one of the opposed pairs of ratchet housings of the mast assembly;
- Figures 4 and 5 are pairs of more detailed views of a ratchet element and a cam lever respectively.
- Figure 1 illustrates a climbing formwork structure 10 being employed to progressively erect a pair of spaced concrete columns or walls 12.
- the main frame 14 of steel girders has outer uprights 16, 17 linked by main cross-beams 18 that are in turn linked horizontally by two pairs 20 of spaced back-to-back square channel beams 22. These beams are centred on or aligned with, and lie just above, the columns 12.
- Upper working platforms 24 are mounted on main cross-beams 18 between and to the outside of main beam pairs 20.
- Each climbing mast assembly 40 includes a central mast 42 in the form of a tubular square-section beam, and a pair of similar vertically spaced ratchet units 50, 51 that embrace the mast.
- the upper ratchet unit 50 is fixed to, and at an elevated position above, channels 22, by respective channel section columns 52 to opposite sides of mast 42, while lower ratchet unit 51 is vertically moveable along columns 52 but coupled to upper ratchet unit 50 by a pair of hydraulic jacks 55. Jacks are also disposed to opposite sides of mast 42 but angularly displaced by 90 degrees from columns 52.
- Columns 52 are linked and braced midway by a pair of side plates 53, and fastened to the respective channel beams 22 by foot-plates 54 welded to the columns and bolted in situ to the beams.
- each mast 42 has a base plate 43 that is cast in situ and thereby mounted atop a respective column 12, as illustrated in Figure 1.
- the mast projects upwardly in a close sliding fit between channel beams 22, and is formed with a multiplicity of equispaced opposed rectangular apertures 45, typically set, for example, at 275mm spacing.
- These apertures are, in operation, selectively engaged by ratchet elements 60a, 60b (shown in Figure 2) that are slideable horizontally in ratchet units 50, 51.
- Ratchet elements 60a, 60b are all of similar form but are arranged in four pairs: each ratchet unit has a pair of ratchet housings 56 on the same sides of the mast as the hydraulic jacks 55, and each housing in turn has a pair of side-by-side ratchet elements 60a, 60b of relatively inverted orientation. The housings are coupled by side plates 69.
- First ratchet elements 60a consist of a flat plate 61 with a rear edge face 62 from the centre of which projects a cylindrical link rod 63.
- Ratchet element 60a is a close sliding fit in matching rectangular housing 56 with face 65 facing downwards, while ratchet element 60b is similarly mounted but with face 65 facing upwards.
- the two ratchet elements are separated by and engage a vertical rotatable pin 68 to facilitate their sliding movement while keeping them apart.
- Each rod 63 projects from the rear of housing 56 where it is eccentrically pinned to a cylindrical cam 70 at one end of a cam lever 72.
- Cam 70 engages the rear face of housing 56 and so if lever 72 is swung through 180°, the respective ratchet element is moved between a forward operative position in which protruding portion 64 can project from the open front 57 of housing 56 into the path of the mast, and a withdrawn position within the housing 56.
- a helical compression spring 75 between the rear edge face 62 of each ratchet element 60 and the rear wall of housing 56 biases the ratchet element outwardly but the spacing occupied by the spring is reduced by swinging lever 72 to the withdrawn position.
- ratchet elements 60a on one side of the mast are positioned opposite ratchet elements 60b on the other.
- the ratchet elements 60a on the left are in their operative position, while the ratchet elements 60b on the right are in their withdrawn position: the different positions of the cam levers 72 will be noted.
- FIG. 1 depicts the situation at the completion of curing of the most recently cast sections of columns 12, and it is therefore time to jump the structure 10 to the next level ready for casting the next segments of the columns.
- Ratchet segments 60a are set in the operative positions and ratchet segments 60b in the withdrawn positions, the condition shown in Figure 2.
- Needles 28 are disengaged whereupon the load of structure 10 is taken by the operative ratchet elements and hence by ratchet housings 56.
- the mounting of the ratchet elements in the housings should be suitably load-rated: this is achieved in part by the close fitting sliding fit of the ratchet elements in sufficiently strong rectangular housings.
- the jacks 55 are actuated in extension mode to push the upper ratchet units 50 upwardly and thereby lift the entire structure 10, including wallforms 26, via columns 52.
- Each ratchet element 60a of the upper ratchet unit will successively engage apertures 45 of the mast, retracting against spring 75 but jumping into each aperture in turn to thereby limit return travel of the respective ratchet housings 56, ratchet units 50 and thereby of the entire structure 10 as it is advanced up the masts 42 by the operating jacks 55. If the jacks fail, the structure falls no further than the spacing between apertures 45 before it is locked against further descent.
- the jack throw is equal to multiple such aperture spacings, for example a total throw of 1.2 metres before it reaches its maximum extent.
- the jacks are now retracted to elevate the lower ratchet unit 51 , ratchet elements 60 again moving in and out as they successively engage and are pushed back by apertures 45. This process is then repeated until the full jump height is reached, at which point needles 28 are extended again to rest on the top of the columns 12, or in other preformed recesses for this purpose on the columns.
- the jumping process is then completed by raising the mast 42.
- the positions of the ratchet elements must all be reversed, with ratchet elements 60a being moved to their withdrawn positions and ratchet elements 60b to their operative positions.
- lower ratchet elements 60b engage the mast apertures to lift the mast upwardly while upper ratchet elements 60b successively retract and extend as they successively engage the mast apertures.
- the reverse occurs when the jacks are extended and again should the jacks fail in some way, the mast cannot fall further than the spacing of apertures 45 before it is caught by the ratchet elements.
- the illustrated climbing mast assembly is of relatively simple construction and, as a complete and self contained unit, is readily adaptable to a variety of situations.
- the combination of the multi-recessed mast and the complementary sets of ratchet elements allows a single lift to be a substantial proportion of the total jump required, and yet safety is assured by having ratchet elements capable of carrying the load of the jumped structure with only a small vertical maximum slip equal to the spacing of the mast recesses.
- the invention has been described herein in connection with a climbing formwork structure.
- the climbing mast assembly may be employed to jump perimeter screens used to guard and protect the edges of floors of multi-storey buildings as the floors are being successively constructed.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Jib Cranes (AREA)
Abstract
Description
Claims
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2009238217A AU2009238217A1 (en) | 2008-04-17 | 2009-04-17 | Climbing mast assembly |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2008901887A AU2008901887A0 (en) | 2008-04-17 | Climbing mast assembly | |
| AU2008901887 | 2008-04-17 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2009127007A1 true WO2009127007A1 (en) | 2009-10-22 |
Family
ID=41198700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/AU2009/000475 Ceased WO2009127007A1 (en) | 2008-04-17 | 2009-04-17 | Climbing mast assembly |
Country Status (2)
| Country | Link |
|---|---|
| AU (1) | AU2009238217A1 (en) |
| WO (1) | WO2009127007A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112694041A (en) * | 2021-01-22 | 2021-04-23 | 安阳师范学院 | High tower type high spectrum agricultural remote sensing imaging cloud platform |
| DE112009005086B4 (en) | 2009-07-21 | 2023-08-10 | Tms Tüfekcioglu Mühendislik Sanayi Ve Ticaret Anonim Sirketi | Beam head with bolt mechanism for piston powered climbing systems |
| CN117266373A (en) * | 2023-10-19 | 2023-12-22 | 广州市第三市政工程有限公司 | Jacking device and vertical in-situ jacking method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB964058A (en) * | 1961-10-24 | 1964-07-15 | Hilgers Ag | An improved safety device for cranes |
| AU607139B2 (en) * | 1986-06-03 | 1991-02-28 | Waco Kwikform Pty. Limited | Hydraulic self climbing formwork |
| US6557817B2 (en) * | 2000-01-18 | 2003-05-06 | Wilian Holding Company | Wall climbing form hoist |
| WO2005042876A1 (en) * | 2003-10-29 | 2005-05-12 | Formula One Self Driving Screens Pty Ltd | A lifting assembly for a shutter to allow continuous casting |
| WO2008019408A1 (en) * | 2006-08-18 | 2008-02-21 | Rund-Stahl-Bau Gesellschaft M.B.H. | Climbing formwork for concreting a wall of a structure |
-
2009
- 2009-04-17 AU AU2009238217A patent/AU2009238217A1/en not_active Abandoned
- 2009-04-17 WO PCT/AU2009/000475 patent/WO2009127007A1/en not_active Ceased
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB964058A (en) * | 1961-10-24 | 1964-07-15 | Hilgers Ag | An improved safety device for cranes |
| AU607139B2 (en) * | 1986-06-03 | 1991-02-28 | Waco Kwikform Pty. Limited | Hydraulic self climbing formwork |
| US6557817B2 (en) * | 2000-01-18 | 2003-05-06 | Wilian Holding Company | Wall climbing form hoist |
| WO2005042876A1 (en) * | 2003-10-29 | 2005-05-12 | Formula One Self Driving Screens Pty Ltd | A lifting assembly for a shutter to allow continuous casting |
| WO2008019408A1 (en) * | 2006-08-18 | 2008-02-21 | Rund-Stahl-Bau Gesellschaft M.B.H. | Climbing formwork for concreting a wall of a structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE112009005086B4 (en) | 2009-07-21 | 2023-08-10 | Tms Tüfekcioglu Mühendislik Sanayi Ve Ticaret Anonim Sirketi | Beam head with bolt mechanism for piston powered climbing systems |
| CN112694041A (en) * | 2021-01-22 | 2021-04-23 | 安阳师范学院 | High tower type high spectrum agricultural remote sensing imaging cloud platform |
| CN117266373A (en) * | 2023-10-19 | 2023-12-22 | 广州市第三市政工程有限公司 | Jacking device and vertical in-situ jacking method |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2009238217A1 (en) | 2009-10-22 |
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