EP3395521A1 - Moule - Google Patents
Moule Download PDFInfo
- Publication number
- EP3395521A1 EP3395521A1 EP18169023.1A EP18169023A EP3395521A1 EP 3395521 A1 EP3395521 A1 EP 3395521A1 EP 18169023 A EP18169023 A EP 18169023A EP 3395521 A1 EP3395521 A1 EP 3395521A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- mould
- split
- component
- cavity
- mould according
- 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- Withdrawn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
- 238000000465 moulding Methods 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 8
- 238000005096 rolling process Methods 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 3
- 230000009969 flowable effect Effects 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000000605 extraction Methods 0.000 description 4
- 230000001133 acceleration Effects 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000002889 sympathetic effect Effects 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/08—Moulds provided with means for tilting or inverting
- B28B7/087—Moulds provided with means for tilting or inverting using rocker or rolling 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
- 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
- E04G11/32—Tiltable forms or tilting tables for making walls as a whole or in parts in situ
Definitions
- the present invention is concerned with a mould, and in particular a mould used to manufacture components formed from concrete or the like.
- the component generally has to be left in the mould for a minimum of 16 hours, in order to develop sufficient strength to allow removal from the mould. This therefore allows production of only one component per day, per mould. Additional production requires additional moulds, taking valuable space on the factory floor. Furthermore, only one concrete face has a high quality finish. The internal face is trowelled, thereby reducing the appearance of the quality of the product.
- the present invention provides a split mould comprising two separable sections defining a cavity therebetween; and a guide member which is adapted to allow the mould to be rolled into an inverted position for demoulding.
- the guide member defines at least one curved support surface.
- the or each curved support surface extends between a base and a top of the mould.
- the curved support surface is a continuous surface.
- the guide member projects from one section of the mould.
- the split mould comprises at least one lifting point located on the other section of the mould.
- the guide member comprises a frame.
- the cavity is open at a top thereof, when the mould is in an upright position.
- the open top of the cavity is located substantially flush with a surface on which the mould has been rolled.
- the cavity is shaped and dimensioned, when in an upright position, to produce a top heavy component.
- the two sections of the mould are hinged together.
- the two sections of the mould are hinged together adjacent a base of the cavity.
- the split mould comprises a damper operable to effect the controlled roll of the mould into the inverted position.
- the damper is in the form of at least one spring biased retractable wheel which projects beyond the guide member such as to contact a surface on which the mould is being rolled.
- the split mould comprises a platform located to facilitate access to an open top of the cavity.
- the present invention provides a method of moulding a component, the method comprising the steps of filing a cavity of a mould with a flowable material; allowing the material to at least partially set; rolling the mould into an inverted position; and demoulding the component.
- the method comprises the step of rolling the mould into the inverted position on at least one guide member provided on the mould.
- the method comprises the step of separating two sections of the mould to facilitate demoulding.
- the method comprises damping the speed of rotation of the mould towards the inverted position.
- the term "upright” is intended to mean the orientation of a mould during the gravity fed filling of the mould cavity, which preferably occurs via an open upper face of the mould.
- inverted is intended to mean an orientation turned upside down or through approximately 180 degrees from an upright position.
- top heavy is intended to mean the state that a component is in due to shape and orientation, in which a greater proportion of the mass of the component is located about an upper portion of the component when in that orientation, generally resulting in an unstable component that has a risk of overturning.
- a mould for use in manufacturing a structural component 12, in particular when formed from concrete or the like.
- the component 12 need not be limited to the shape illustrated, and the mould 10 may be adapted to produce components (not shown) of any desired shape.
- the mould 10 is however particularly suited to producing large concrete components that are "tall” and relatively “thin", for example wall components, that as a result of their relative dimensions are conventionally difficult to demould due to the self weight of the component which can impose significant stresses on the component if stood in an upright or vertical orientation immediate following demoulding, resulting in potential damage to the component.
- the mould 10 comprises two sections, which in the embodiment illustrated comprise a first half 14 and a second half 16 separable from one another, as will be described in detail hereinafter. It should be understood that the invention does not require the two separable sections to be formed as halves, and one section could be significantly larger that the other. It is also envisaged that the mould could have more that two sections separable from one another to allow for demoulding.
- the two halves 14, 16 may be formed from any suitable material or combination of materials, and may include any additional conventional features (not shown) which aid in the moulding and/or demoulding procedures.
- the mould 10 is also provided with a guide member 18 which is shaped and dimensioned to enable the mould 10 to be rolled from an upright position, as illustrated in Figure 1 , to an inverted position as shown in Figure 2d and generally about a longitudinal axis XX, again as will be described in detail hereinafter. It will be understood that the terms “upright” and “inverted” may refer only to the orientation of the mould 10 and not necessarily to the working orientation of the component being produced in the mould 10.
- the first half 14 and the second half 16 together define a cavity 20, into which, in use, concrete or the like is poured in order to create the component 12.
- the cavity 20 When in the upright position ready for filing with concrete the cavity 20 has a base 22, an open top 24, and shuttering 26 at either end of the cavity 20 in order to seal the ends of the cavity 20.
- the first half 14 and the second half 16 are also secured together, adjacent the base 22 of the cavity 20, by means of a hinge 28 or any other functional equivalent.
- the mould 10 may be opened to facilitate demoulding of the component 12, as will be described hereinafter in detail.
- the guide member 18 is comprised of a pair of frames 30 an outer face of each of which defines a curved or arcuate support surface, which are substantially semi-circular in profile in the preferred embodiment illustrated, the frames 30 being reinforced by the provision of a strut 32 extending therebetween.
- the frames 30 are secured to the first half 14, preferably at or adjacent either end thereof, in order to provide the maximum stability to the mould 10 during the rolling thereof. It will be appreciated from the following description of the operation of the mould 10 that the number, design and exact position of the frames 30 is not critical, and simply act to provide at least one and preferably a pair of the curved support surfaces spaced from one another to provide stability as the mould 10 is rolled into an inverted orientation as hereinafter described.
- the curved support surfaces preferably extend between the base 22 and the top 24 of the mould 10.
- the mould 10 is also provided with a platform in the form of a walkway 34, extending between the frames 30, which enables access to the top 24 of the cavity 20 when the mould 10 is in the upright position. It will be appreciated that the exact location and configuration of the walkway 34 may be varied once it provides access to the top 24 of the cavity 20.
- the mould 10 is stood in an upright position, as illustrated in Figure 1 , with the first half 14 and the second half 16 secured together by conventional releasably engagable locking means (not shown) which may be hydraulically or otherwise actuated.
- Wet concrete is then poured into the cavity 20, until the cavity 20 is filled flush to the top 24.
- the mould 10 is then left for a suitable period of time in order to set sufficiently to permit demoulding, which may vary depending on the composition of the concrete or other material used to fill the cavity 20.
- each of the frames 30 preferably comprises a substantially horizontal element 30a extending between the curved portion of the frame 30 and the first half 14, the outer face of each element 30a being substantially flush with the top 24 or bottom 22 of the mould 10 in order to provide a footing to stabilise the mould 10 in the upright or inverted orientations.
- the shape of the component 12, when inverted as in Figure 2A will result in the component 12, and consequently the mould 10, being top heavy.
- the mould 10 is secured to a conventional gantry crane (not shown) or the like by means of suitable hardware provided on the mould 10, and preferably such as one or more steel eyelets or the like, preferably at or adjacent point A on the second half 16, being a position remote from the first half 14 and the frames 30.
- the gantry crane (not shown) is then operated to raise the mould 10, which will thus become unstable, due to the lowered and eccentric position of point A relative to the axis XX of rotation as defined by the curved support surfaces of the frames 30, which in conjunction with the top heavy state of the mould 10, will result in the mould 10 tending to topple over onto the first half 14.
- the curved support surfaces of the frames 30 will constrain the mould 10 to a smooth rolling motion as it topple sideways.
- the mould 10 is shown as it begins to roll about the guide member 18, wherein the mould 10 will accelerate due to the top heavy nature of the component 12 therein. This acceleration will reduce significantly the load carried by the gantry crane, thereby resulting in slack developing in the rope (not shown) of the gantry crane, which must be compensated for by accelerating the uptake of the rope
- FIG 2C shows the mould 10 having rolled beyond the horizontal, at which point the ropes of the gantry crane are again fully loaded. Raising of the mould 10 is continued in order to maintain the rolling motion of same.
- the mould 10 eventually reaches a fully inverted position, at which point the gantry crane is uncoupled from point A.
- the mould 10 is thus designed to place the underside of the finished component 12 on the factory floor at extraction.
- the component 12 is positioned in its optimum configuration for strength on demoulding.
- the component 12 is completely confined, and therefore subject to no external forces.
- the ropes (not shown) of the gantry crane (not shown) are then connected to the second half 16, at or adjacent point B.
- the locking means (not shown) securing the first half 14 and the second half 16 are uncoupled, and the gantry crane then actuated to raise the mould 10 away from the component 12, as illustrated in Figure 2D .
- the second half 16 will therefore pivot outwardly away from the component 12, leaving the component 12 exposed at one face.
- the mould 10 will reach a fully open state, at which point further raising of the first half 14 results in the entire mould 10 being rotated away from the component 12, as is illustrated in Figure 2E .
- the profile of the component 12 is preferably designed such as not to present any obstacle to this path of removal. Thus the component 12 is left in a "fresh" state standing on the floor.
- the mould 10 is then restored to its upright position, and manufacture of another component 12 can commence immediately.
- the mould 10 can be moved such that discharge of this second component (not shown) is not obstructed by the first component 12, which may not have gained sufficient strength to be moved using its cast in lifting inserts (not shown).
- a conventional lifting frame (not shown) is not required, and at any time it is only necessary to lift half the mass of the mould 10 and component 12.
- the lifting requirement is reduced to approximately 40% of that required for conventional moulding methods.
- a damper 36 may be provided to allow the gantry crane to keep pace with the rotating mould 10.
- a pair of the dampers 36 are preferably provided, one adjacent each of the pair of frames 30.
- Each damper 36 comprises a freely rotatable wheel 38, preferably pneumatic, mounted to a compressible hydraulic ram 40 at a position in which the wheel 38 projects partially radially outwardly of the curved support surface defined by the respective frame 30, the hydraulic ram 40 being arranged and positioned to allow the wheel 38 to be displaced effectively radially inwardly relative to the frame 30.
- a brace 42 is also secured between the first half 14 or the frame 30, and the wheel 38.
- each wheel 38 will contact the ground, slowing the rotation of the mould 10.
- the ram 40 will be compressed, forcing the wheel 38 inwardly, permitting the mould 10 to continue to roll along the ground contacting support surfaces of the frames 30.
- any other suitable damping mechanism may be provided in place of the damper 36, while maintaining the functionality of same.
- the mould 10 of the present invention at least doubles productivity by allowing at least two of the components 12 to be produced every 24 hours.
- the mould 10 is considerably easier to manipulate in order to effect demoulding, while producing a product which has a significant increase in the quality of the external surfaces thereof.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IES20170088 | 2017-04-24 |
Publications (1)
Publication Number | Publication Date |
---|---|
EP3395521A1 true EP3395521A1 (fr) | 2018-10-31 |
Family
ID=62063344
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP18169023.1A Withdrawn EP3395521A1 (fr) | 2017-04-24 | 2018-04-24 | Moule |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3395521A1 (fr) |
IE (1) | IES20180131A2 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109518960A (zh) * | 2019-01-08 | 2019-03-26 | 中国建筑第二工程局有限公司 | 一种现浇顶板预留洞口可周转定型模具及其施工方法 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE221922C (fr) * | ||||
GB619121A (en) * | 1946-11-22 | 1949-03-03 | Richard Ralph Oakden | Improvements relating to the production of concrete beams and blocks |
DE1938547U (de) * | 1965-12-23 | 1966-05-12 | Ernst Reichelt | Kipp-vorrichtung fuer kippform-maschine zur herstellung von betonsteinen. |
-
2018
- 2018-04-24 EP EP18169023.1A patent/EP3395521A1/fr not_active Withdrawn
- 2018-04-24 IE IES20180131A patent/IES20180131A2/en not_active Application Discontinuation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE221922C (fr) * | ||||
GB619121A (en) * | 1946-11-22 | 1949-03-03 | Richard Ralph Oakden | Improvements relating to the production of concrete beams and blocks |
DE1938547U (de) * | 1965-12-23 | 1966-05-12 | Ernst Reichelt | Kipp-vorrichtung fuer kippform-maschine zur herstellung von betonsteinen. |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109518960A (zh) * | 2019-01-08 | 2019-03-26 | 中国建筑第二工程局有限公司 | 一种现浇顶板预留洞口可周转定型模具及其施工方法 |
CN109518960B (zh) * | 2019-01-08 | 2024-05-10 | 中国建筑第二工程局有限公司 | 一种现浇顶板预留洞口可周转定型模具及其施工方法 |
Also Published As
Publication number | Publication date |
---|---|
IES20180131A2 (en) | 2018-10-31 |
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Legal Events
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AX | Request for extension of the european patent |
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STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
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18D | Application deemed to be withdrawn |
Effective date: 20190501 |