Shrinkable core for forming hollow precast load bearing wall panels

Abstract

A shrinkable core (100) for inserting in a mold (200) for forming a precast load bearing wall panel having a cavity, the shrinkable core (100) comprises a first wall (110) and a second wall (120), a first side element (112) and a second side element (122), and a spacing element (130). The first wall (110) and second wall (120) are spaced from each other by a first distance (d1) to define an internal region (115) in-between. The first side element (112) and the second side element (122) are arranged to close opposite edge portions of the spaced first wall (110) and second wall (120) such that fluid concrete cannot pass the opposite edge portions to get into the internal region (115), the first side element (112) and second side element (122) being spaced by a second distance (d2). The spacing element (130) is configured to vary at least one of the first distance (d1) and the second distance (d2) such that a circumference along the first and second walls (110, 120) and the first and second side elements (112, 122) shrinks monotonically with lowering said at least one distance.

Claims

1. A mold arrangement (300) for precasting load bearing wall panels, the mold arrangement (300) comprising: I. a shrinkable core (100) for inserting in a mold cavity (200), the shrinkable core (100) having: A. a first wall (110) and a second wall (120) being spaced from each other by a first distance (d1) to define an internal region (115) in-between; B. a first side element (112) and a second side element (122) arranged to close opposite edge portions of the spaced first wall (110) and second wall (120) such that fluid concrete cannot pass the opposite edge portions to get into the internal region (115), the first side element (112) and second side element (122) being spaced by a second distance (d2); and C. a spacing element (130) configured to vary at least one of the first distance (d1) and the second distance (d2) such that a circumference along the first and second walls (110, 120) and the first and second side elements (112, 122) shrinks monotonically with lowering said at least one distance; II. a first outer wall (210) and a second outer wall (220) being arranged oppositely to each other; and III. a first outer side wall (212) and a second outer side wall (222) being arranged opposite to each other and combined with the first and second outer wall (210, 220) to form a mold cavity (200) there-between; wherein the shrinkable core (100) is arranged in the mold cavity (200) such that the first and second wall (110, 120) are arranged in parallel to the first and second outer wall (210, 220); wherein at least one of the first and second outer side walls (212, 222) has a protrusion (231) which extends in the mold (200) and is configured to get into contact with at least one of the first and second side elements (112, 122) of the shrinkable core (100) when the shrinkable core (100) is inserted in the mold (200) such that after casting the load bearing wall panel with a cavity formed by the shrinkable core (100), the cavity comprises a further opening perpendicular to two openings along the lateral extending of the shrinkable core (100); and wherein the outer side wall (212) has further projections (250) extending from a bottom part to a top of the first outer side wall (212), and the second outer side wall (222) comprises further grooves (240) extending from a bottom part (610) to a top of the second side wall (222), wherein the further projections (250) and the further grooves (240) are configured to cast grooves and projections at the side parts of the precast load bearing wall panel which are adapted to engage with each other when connecting the precast walls with each other.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) The present invention will now be described by way of examples only, with reference to the accompanying drawings, in which:

(2) FIG. 1 depicts a cross-sectional view of a shrinkable core according to an embodiment;

(3) FIG. 2 depicts a cross-sectional view of the shrinkable core according to a further embodiment;

(4) FIG. 3a,b depict an overview and a cross-sectional view of a mold with the shrinkable core according to an embodiment;

(5) FIG. 4 depicts a perspective view of the mold together with the frame and the shrinkable core inserted in the mold according to an embodiment of the present invention;

(6) FIG. 5 shows a perspective view on an outer side wall with protrusions according to further embodiments; and

(7) FIGS. 6a-c depict a side view, a top view and a front view of a manufactured load bearing wall panel according to an embodiment of the present invention.

DETAILED DESCRIPTION OF THE INVENTION

(8) In the following directions are identified using a Cartesian coordinate system (x, y, z), wherein the z-direction is the vertical direction (against the gravitational force) and the x- and y-directions are both horizontal directions, wherein the x-direction defines a thickness direction of load bearing wall panel whereas the y-direction is the width direction.

(9) FIG. 1 depicts a cross-sectional view (in horizontal x-, y-directions) of the shrinkable core 100 according to an embodiment of the present invention. It comprises a first wall 110 and a second wall 120 being spaced from each other by a first distance d1 to define an internal region 115 in-between. A first side element 112 and a second side element 122 close opposite edge portions of the spaced first wall 110 and second wall 120 such that fluid concrete cannot pass the opposite edge portions to get into the internal region 115, i.e. the first and second side elements 112, 122 seal the edge portions for fluid concrete. The first and second side elements 112, 122 are separated from each other by a second distance d2.

(10) The shrinkable core 100 further comprises a spacing element 130 which is configured to vary the second distance d2 between the oppositely arranged first side element 112 and second side element 122 under a pressure of concrete from the outside region. The first and second side elements 112, 122 are fixed by the spacing element 130 by using attachment parts 137a,b. The spacing element 130 modifies in this example only the second distance d2 resulting into a shrinking a circumference along the first and second walls 110, 120 and the first and second side elements 112, 122 when the second distance d2 is lowered. This effect is caused by tilted portions/parts to be described next.

(11) Optionally, a holding parts are arranged to hold or provide guidance for the first and second wall 110, 120 without, however, applying a driving force.

(12) In the further embodiments the attachment parts 137 couple to the first and second wall 110, 120 and the tilted portions are arranged inside, so that only the first distance d1 is lowered by the spacing element 130 to thereby lowering the second distance accordingly.

(13) In the embodiment as shown in FIG. 1 the first wall 110 comprises a first tilted portion 111a and a second tilted portion 111b arranged at opposite ends in the y-direction. Similarly, the second wall 120 comprises a first tilted portion 121a and a second tilted portion 121b arranged at opposite edge portions along the y-direction. These tilted portions extend in the vertical z-direction from a bottom part to a top part. Similarly, the first side element 112 comprises a first tilted side part 113a and a second tilted side part 113b between which a planar part of the first side element 112 extends. In the same way, the second side element 122 comprises a first tilted side part 123a and a second tilted side part 123b, between which a planar part of the second side element 122 extends.

(14) The first and second side element 112, 122 may contact directly the first and second side wall 110, 120 (or the tilted portions 121a, 121b, 111a, 111b thereof). Optionally, sealing means may be arranged between side elements and side walls. The tilted portions/parts of the first and the second walls 110, 1.20 and the first and second side elements 112, 122 may be arranged in parallel to each other such that they can slide on each other and provide a closure so that fluid concrete filled around the shrinkable core 100, but cannot enter the internal region 115.

(15) In addition, the first and second walls may comprise metal or steal and comprise a thickness (e.g. 5-30 mm) to withstand the pressure of fluid concrete filled in the mold.

(16) FIG. 2 depicts a further embodiment of the shrinkable core 100 with the first and second walls 110, 1.20 and the first and second side elements 112, 122 arranged as in FIG. 1. However, differently to FIG. 1 the spacing element 130 comprises a rod arrangement 132 being adapted to modify the first distance d1 and the second distance d2 to thereby modify the circumference of the cross-sectional area covered by the shrinkable core 100 in the horizontal (x, y)-plane.

(17) In this embodiment the shrinkable core 100 comprises one or more expandable rod arrangements 132 to adjust the first distance and/or the second distance. For example, a first rod arrangement is configured to vary the first distance d1 and a second rod arrangement is configured to vary the second distance d2 by a predetermined amount (e.g. in a range of 1 to 3 cm or about 2 cm). This rod arrangements may be driven manually or by using a respective drive (e.g. a motor), and a gear box may be provided to transform the driving force into an expansion/retraction force of the rod arrangement 132.

(18) The embodiments of FIGS. 1 and 2 allow two possible ways to arrange the tilted portions relative to the tilted side parts. For example, the tilted portions 111, 121 may either be arranged inside the tilted side parts 113, 123 (i.e. towards the internal region 115) such that, when the first distance d1 is lowered, the tilted portions 111, 121 of the first and second wall 110, 120 and the tilted side parts 113, 123 of the first and second side elements 112, 122 move parallel to each other, thereby decreasing the second distance d2 and thus the circumference of the cavity. Another possibility is that the tilted portions 111, 121 are arranged outside the tilted side parts 113, 123 (i.e. opposite to the internal region as in FIGS. 1 and 2) so that the first distance d1 is varied by varying the second distance d2. Both arrangements are equivalent and define only the one distance that is varied causing the other distance to adjust accordingly.

(19) The first or second side parts 112, 122 may, optionally, be unitarily formed with the first and second side walls 110, 120 such that on either side of the edge portions only one sliding arrangement is formed (only one gap is formed on either side).

(20) FIGS. 3a,b depict a mold arrangement 300 with the shrinkable core 100 according to a further embodiment, wherein FIG. 3a shows a cross-sectional view in the x,y-plane and FIG. 3b shows a cross-sectional view in y,z-plane. The mold arrangement 300 comprises the shrinkable core 100 arranged in a vertical direction (extending along the z-direction) so that the thickness direction of the shrinkable core 100 is perpendicular to the vertical direction (in x-direction).

(21) The molding arrangement 300 as depicted in FIG. 3a comprises a first outer wall 210 and a second outer wall 220, which are arranged in parallel and are closed on one side by a first outer side wall 212 and on the other opposite side by a second outer side wall 222 to define a mold cavity 200 in between (when it is arranged on a bottom plate not shown in FIG. 3a). In addition, the first outer side wall 212 comprises one or more first projection 231, and the second outer side wall 222 comprises one or more second projections 232 extending from the first and second outer side walls 212, 222 up to the shrinkable core 100. As result, the formed load bearing wall panel will comprise additional openings of the cavity formed by the shrinkable core 100 on both sides in the y-direction.

(22) FIG. 3b depicts a cross-sectional view of the mould arrangement 300 as shown in FIG. 3a along the z,y-plane. The mould arrangement 100 comprises again on the right-hand-side the first outer side wall 212 and on the left-hand-side the second outer side wall 222. The first outer side wall 212 comprises two protrusions (or projections) 231a, 231b, which are arranged separated from each other along the z-direction. Similarly, the second outer side wall 222 comprises likewise two projections 230a, 230b, which are also separated from each other along the vertical Z-direction. The projections 231 and 232 extend from the first and second outer side walls 212, 222 up to the first side element 112 (for the projections 231 of the first outer side wall 212) and the further projections 232 of the second outer side wall 222 extend up to the second side element 122. The first and second side elements 112, 122 are coupled to the rod arrangement 132 such that the rod arrangement 132 adjusts the second distance d2 between the first and second side elements 112, 122.

(23) In the embodiment as shown in FIG. 3b, a first and second gear box 510a and 510b are arranged between the two expandable or extendable rods 132a, 132b of the rod arrangement 132 to provide a force for maintaining or varying the second distance in d2. The gear boxes 510 are driven manually by using a driving rod arrangement 500 so that construction workers can adjust the second distance d2 in accordance with a drying process of a fluid concrete. The first and the second gear box 510a, 510 convert a rotational force applied by a construction worker by using the driving rod 500 into translational forces acting on the extendable rod arrangement 132a,b.

(24) FIG. 3b further depicts the button plate 610 onto which the mould arrangement 300 is attached. This attachment is provided for the shrinkable core 100 by using attachment elements 630a, 630b being fixed to the ground plate 610 (button plate) and are connected by further rods with further attachment elements 530 provided at the top of the shrinkable core 100. Therefore, a first attachment element 630a is connected with a first further attachment element 530a and a second attachment element 630b is connected with a further second fixing element 530b to provide a secure attachment for the shrinkable core 100 on the base plate 610.

(25) FIG. 3b depicts also that the shrinkable core 100 extends above the first and second outer side walls 212 and 222 and, in particular, above a filling level L up to which fluid concrete is filled within the molding cavity 200.

(26) FIG. 4 depicts a perspective view of the molding arrangement 300, wherein a first mold cavity 200a and a second mold cavity 200b are formed adjacent to each other and are separated by a partition wall 310. The first mold cavity 200a is formed between a first outer wall 210a and the partition wall 310 and the second mold cavity 200b is formed between a second outer wall 220b and partition wall 310. The side faces are closed by a first outer side wall 212 and on the other, opposite side (along the y-direction) by a second outer side wall 222 which extend along both mold cavities 200a,b. In addition, the first mold cavity 200a comprises a first shrinkable core 100a and the second mold cavity 200b comprises a second shrinkable core 100b arranged vertically so that a top portion extends above the first and second mold cavities 200a,b.

(27) In addition, in the embodiment as shown in FIG. 4, the first and second outer wall 210a, 220b and the first and second outer side walls 212, 222 are arranged within a frame 400 providing actuating means 410, 420 by which the first and second outer wall 210a, 220b and the first and second outer side walls 212, 222 can be moved in horizontal direction, i.e. in the x-direction or the y-direction. For example, the movement of the first outer side walls 212 is achieved by an element 414 which is pivotable about an axis 411 (parallel to the x-direction) and engages with tracks 412 on the first outer side wall 212 so that upon a rotation of the element 414 the outer side wall 212 is driven in a horizontal y-direction. Similarly, the first outer wall 210a is movable horizontally (in x-direction) by an engagement of a further pivotable element 424 rotatable about the axis 421 and engaging a further track 422 being arranged along the first outer side wall 210a. Analogous actuating means are provided for the second outer side wall 222 and the second outer wall 220b to move them in the respective opposite directions when compared the first outer wall 210a and first outer side wall 212.

(28) Optionally, the frame 400 is configured to be mounted on a vehicle such that the mold arrangement 300 as depicted in FIG. 4 can be moved to a construction site thereby allowing the manufacturing of load bearing wall panels on site without the need to move the precast load bearing wall panels from a manufacturing site to the construction site. As result, a mobile mold form arrangement is obtained which can be flexibly moved to different construction areas.

(29) As shown in FIG. 4 the shrinkable cores 100a, b are attached to the bottom side and, in addition, comprise a manual actuating means 500 which is configured that upon rotation the first and second outer side elements 212, 222 are moved in the horizontal y-direction in opposite directions to each other. Therefore, both molding cavities 200a, b are enlarged (because the core shrinks) and after the drying process the load bearing wall panels can be pulled out easily.

(30) FIG. 5 depicts a perspective view on one of the outer side walls 212 (or 222) arranged in vertical direction with the projections 231 (or 232). In this embodiment three projections 231 are formed along the z-direction so that the precast concrete wall will comprise on either side three openings connecting the cavity inside the load bearing wall panel with the outside.

(31) The outer side wall 212 of FIG. 5 corresponds to the outer side wall 212 as used in the molding arrangement of FIG. 4, so that it will cover a side part of two adjacent molding cavities 200a, b, wherein three projections 231-1 are provided for the first molding cavity 200a and three projections 231-2 are provided for the second molding cavity 200b. In addition, the outer side wall 212 of FIG. 5 comprises abutment elements 520, which are configured to provide an abutment for the first outer wall 210a or the second outer wall 220b, such that the actuating means 420 (see FIG. 4) will drive the first outer wall 210a and the second outer wall 220b up to the abutment elements 520, as depicted in FIG. 5. Moreover, the outer side wall 212 from FIG. 5 shows also the engagement tracks 412 for providing a sliding path for the pivotable element 414.

(32) In addition, FIG. 5 depicts an extended groove portion 240 and an extended projection portion 250 extending along the vertical z-direction. The extended groove portion 240 and extended projection portion 250 are configured such that the concrete walls formed by using this outer side wall will also comprise a respective grooves/projections which can engage (i.e. the projection 250 is formed such that its shape will fit into the groove 240). The resulting grooves/projections formed on the concrete wall will provide an addition stability when they engage in the building process by stabilizing the connection between adjacent load bearing wall panels when using for construction.

(33) FIGS. 6a to 6c depict a concrete load bearing wall panel being manufactured by using the molding arrangement 300 as depicted, for example, in FIG. 4 with a shrinkable core 100 as depicted in FIG. 1 or 2. FIG. 6a shows the load bearing wall panel from a side view (in x-direction), FIG. 6b shows the load bearing wall panel from the side B (the z,y-plane) and FIG. 6c shows the load bearing wall panel from the top from the C side (the x,y-plane).

(34) As shown in FIG. 6b, the load bearing wall panel comprises three openings 712a,b,c being connected to the cavity 710 as depicted, for example in the top view of FIG. 6c are formed by projections 231 in FIG. 5. Therefore, the cavity 610 is not only open at the top and bottom side of the load bearing wall panel, but has also on each side three further openings 712. In further embodiments the number of opening may be different as well as its relation location may modified as needed.

(35) In further embodiments the frame 400 is or can be arranged inside a container such that the manufacturing arrangement can be moved easily to a construction site by using a vehicle. The frame may comprise multiple moldings, for example, eight or four moldings being arranged adjacent to each other so that multiple concrete load bearing wall panels can be manufactured in parallel. In further embodiments, compressed air or hydraulics are used to move the walls back and forth after end before a concrete wall is formed. Moreover, steam may be used to be injected inside the container to heat the surroundings and to make the concrete (cement) dry, thereby providing better quality concrete elements. In addition, the steam may also be injected inside the hollow part of the walls, thereby improving the drying process also inside the cavity.

(36) The movable side walls and side elements may be moved about 5 mm to 5 cm or about 1 cm during the drying process or afterwards to allow the lifting of the manufactured load bearing wall panel.

(37) The manufactured load bearing wall panels comprise the advantage that air can go through the cavities to cool the walls instead of using insulations. Moreover, the side openings being connected to the wall may be used for electrical, plumbing or other wires or pipes to go through from one wall to another, because the side openings are arranged at an equal height relatively to each other.

(38) Moreover, the cavities in the walls can be used to allow air circulations, either normal air or evaporated cooler (for example by having an exhaust fan at one end of the building and water running on some water-retaining material at the other end). Optionally, water-retaining material such as for example volcanic rocks, can be inserted in the cavity such that water is retained there.

(39) As for the moving manufacturing assembly, the container including the multiple molds can be combined with a crane arranged on the vehicle to move the precast concrete walls after the drying process out of the molding. Optionally, the crane may also be replaceable to improve the mobility of the vehicle.

(40) Therefore, the present invention provides precast concrete hollow walls, which may be completely hollow with openings on the top, bottom and sides (edges). The concrete walls may contain iron bars, nets (for example with a thickness of 4 mm) for the walls, and supported by 8 and 10 mm iron bars. The thickness of the iron bars and nets depends on structural design of the building. The completely hollow concrete walls give complete freedom for plumbing and electric work being arranged inside of the cavity of the walls of the building. The cavity may either be used for adding heat insulating materials or to be used for pumping hot or cold air between the walls. Projections on one edge and the groove on the other edge (also for top and bottom edges) may help to firmly fit walls together with each other. Walls can be manufactured in a standard size (either big or small) and some of them comprise openings for windows and others for doors. Some also have openings for plumbing and electrical maintenance and for installing electrical boxes.

(41) The concrete may be dried with hot steam for 3 to 4 hours and in the hollow inner part a metal body (shrinkable core) is placed that will be enlarged by 2 cm and will retract when the concrete is drying about the 2 cm to allow moving the core out of the hollow part. Therefore, in further embodiments the relative movement of the first and second outer side elements 212, 222 and the first and second walls 110, 120 are configured to be movable about a predetermined distance (for example between 1 to 5 cm or preferably around 1 cm) in opposite directions.

(42) In yet another embodiments the shrinkable core comprises the tilted portions of the first and second walls and the tilted side parts of the first and second side elements being formed at least piece-wise a planar shape or comprise at least piece-wise an arc shape. In addition, one or both of the first and second side elements 112, 122 are formed unitarily with one of the first and second walls 110, 120.

(43) For example, the first side element 112 may be formed unitarily with the second wall 120 and the second side element 122 may be unitarily formed with the first wall 110 and may comprise either the tilted shape as depicted in FIG. 1 or 2, may also be formed in an arch-shape such that two archs are arranged on top of each other and are relatively moveable to each other to provide the desired effect that the core shrinks in the sense that the cross-sectional area or the circumference of the core can be monotonically increased or decreased by using respective driving elements.

(44) Embodiments relate also to a process of manufacturing the load bearing wall panels using the manufacturing facilities as depicted in FIGS. 4 to 6. During this process the mold walls (i.e. the first outer wall 210, the second outer wall 220, first outer side wall 212, the second outer side wall 222) are opened to outside allowing workers to go inside the mold cavity 200 and to apply lubricants on each wall. This lubricant may, for example, comprise oil, diesel or chemicals so that the concrete does not stick on the walls when concrete sets or dries. If the there is a double mold as depicted in FIG. 6, the partition wall 310 that separates the two molds 200a, 200b may not be moved and is fixed.

(45) When the lubricants is applied, the walls are closed to create one or more mold cavities 200a, 200b. In addition, the lubricant is applied to the one or more shrinkable cores 100a, 100b before installing it in the one or more mold cavities 200a, 200b. Next, the one or more shrinkable cores 100a, 100b are installed, wherein the shrinkable cores 100a, 100b are in the closed position to fit in the mold's bottom plate 610. In this closed position the distances d1 and d2 are at their retracted/close position (e.g. have minimal values).

(46) Then the one or more shrinkable cores 100a, 100b are fixed in the mold's bottom plate 610 with the attachments elements 630a,b that are controlled from the top by using elements 530a,b. As next step, the one or more shrinkable cores 100a, 100b are expanded using the rod arrangement 500, 132 which actuates the driving rods 132a, b to expand/open the one ore more shrinkable cores 100a, 100b to fit in the mold's bottom plate and become stable.

(47) The role of the one or more shrinkable cores 100a, 100b are to create the vertical cavities in the precast wall panel and they may be removed before releasing the wall from the mold. This provides more space inside the mold after releasing the walls for cleaning and maintenance. Removing the walls before the shrinkable core could affect the wall and the shrinkable core 100.

(48) As next step, the steel structured is installed inside the one or more mold cavities 200a, 200b. Additional accessories may be installed on top of the one or more shrinkable cores 100a, 100h and the molds 200 to direct the concrete mix inside the mold cavities 200. After pouring the concrete mix inside the mold cavity vibratos (e.g. hand held or fixed) may be used to smoothly fill the molds with concrete until it becomes a viscous material. The reason for pouring the concrete vertically is to achieve a unitary wall casted in a single step. After pouring is finished, the concrete is left to set and dry. Steam may be turned on to speed the drying process. It is left for about 3-4 hours to become solid.

(49) When the concrete is dry and solid, the shrinkable core 100 is retracted to its closed position so that the one or more shrinkable cores 100a, 100b are easily to release from the mold. The attachment elements 630 are un-tightened from the top by using elements 530 and the crane lifts the shrinkable core to its storing location.

(50) The molds doors (i.e. the first outer wall 210, the second outer wall 220, first outer side wall 212, the second outer side wall 222) are opened in order to lift the precast wall without damaging the mold's walls. The precast walls are lifted and are taken to its curing and storing location. Finally, the mold is cleaned and prepared for the next production shift or day.

(51) The embodiments described above and the accompanying drawing merely serve to illustrate the subject matter of the present invention and the beneficial effects associated therewith, and should not be understood to imply any limitation. The features of the invention, which are disclosed in the description, claims and drawings, may be relevant to the realization of the invention, both individually and in any combination.