FORMWORK CORE FOR A FORMWORK SYSTEM FOR CASTING A BELL-SHAPED BODY

Abstract

A formwork core for a formwork system for concreting a bell body including a base frame and two corner supports detachably fastened at a variable distance. The corner supports each bear two corner connection panels, which are arranged at a right angle to each other around the corner and can be synchronously retracted and extended without touching each other. The corner supports also bear corner angle pieces, which likewise can be retracted and extended and, in the completely extended state, close the gap between the two associated corner connection panels in order to form a vertical outer shell of the formwork core. The vertical edges of the corner connection panels, which vertical edges are distant from the corner, have screw flanges facing inward. Optionally, at least one side formwork panel can be inserted between the corner connection panels one side.

Claims

1. A formwork core for a formwork system for casting a bell-shaped body, comprising a base, vertical corner supports and side formwork elements, which are rotatably mounted at the corner supports in such a manner that the side formwork elements can be retracted inwards, wherein the corner supports each carry two corner connection panels, which are arranged perpendicular to each other around the corner and are synchronously retractable and extendable without touching, wherein, in the fully extended state, a narrow vertical gap remains between the two corner connection panels in the area of the corner; the corner supports each carry a corner bracket, which are synchronously retractable and extendable and, in the fully extended state, close the gap between the two corresponding corner connection panels to form a vertical outer edge of the formwork core; the vertical edges of the corner connection panels remote from the corner can be releasably attached to one another, wherein two corner supports each are releasably attached to a common base frame in variable distance.

2. The formwork core according to claim 1, wherein, at the vertical edges remote from the corner, the corner connection panels comprise bolt flanges that point inwards.

3. The formwork core according to claim 1, wherein the corner brackets are coupled to the corner supports in such a manner that during retraction the corner brackets retract to the inside before the corner connection panels do.

4. The formwork core according to claim 1, wherein a horizontal ceiling formwork panel is mounted on the corner supports, and the corner connection panels and the corresponding corner brackets are coupled with the corner supports in such a manner that, when the formwork core is retracted, the corner connection panels and the corner brackets move upwards beyond the ceiling formwork panel.

5. The formwork core according to claim 4, wherein the corner connection panels and the corner brackets at their upper edges comprise ceiling webs that are oriented inwards at right angles, and, in the fully extended state of the formwork core, these ceiling webs and the central ceiling formwork panel form the plane top side of the formwork core.

6. The formwork core according to claim 1, wherein the base frames comprise a plurality of parallel fastening grooves, which are engaged by fastening means arranged at the bottom of the corner supports.

7. The formwork core according to claim 6, wherein the base frames comprise a number of parallel T-beams that are spaced apart from one another.

8. The formwork core according to claim 1, wherein at least one side formwork panel each can be installed between the corner connection panels that form a side surface of the formwork core.

9. The formwork core according to claim 8, wherein the side formwork panels comprise inwards-pointing bolt flanges at their vertical edges, which flanges correspond to the bolt flanges of the corner connection panels.

Description

[0027] Hereinafter, exemplary embodiments of the invention are described in more detail with reference to the enclosed Figures, in which:

[0028] FIG. 1a shows a formwork system with formwork core and outer formwork, in a simplified perspective view;

[0029] FIG. 1b shows the formwork core of the formwork system of FIG. 1a, without ceiling formwork panel;

[0030] FIG. 2a shows a second, smaller formwork core, in a perspective view diagonally from above;

[0031] FIG. 2b shows the formwork core of FIG. 2a, without front side;

[0032] FIG. 2c shows the formwork core of FIG. 2a, without front side, rear side and ceiling formwork panel;

[0033] FIG. 2d shows the formwork core of FIG. 2a, without side formwork elements and ceiling formwork panel;

[0034] FIG. 3 shows the upper edge of the formwork core of FIG. 2a, viewed from the inner side and in an enlarged scale;

[0035] FIG. 4 shows a corner support of the formwork core of FIG. 2a with corner bracket;

[0036] FIG. 5 shows the side formwork elements of the formwork core of FIG. 2a, viewed from the inner side and in an enlarged scale.

[0037] The formwork system according to FIG. 1a comprises a base plate 10, an outer formwork 20 and a formwork core 30 that is designed as a shrink core.

[0038] The outer formwork 20 comprises two opposite end walls 21, two side walls 22 arranged perpendicular thereto, as well as a number of vertical outer supports 23 at which the end walls 21 and the side walls 22 are suspended. The outer supports 23 are releasably attached to guide rails 24 so that all side formwork elements can be moved off outwards after casting.

[0039] The formwork core 30 sits between the outer formwork 20. The bell-shaped concrete part (not shown) can be pulled or pushed out vertically upwards after hardening, whereupon it detaches from the formwork core 30. The formwork core 30 has the shape of a rectangular cuboid, the rear side of which is open. Its outer walls are formed by a total of eight corner connection panels 31, four side formwork panels 32 inserted between two corner connection panels 31, and a central horizontal ceiling formwork panel 33 (cf. FIGS. 1a, 1b).

[0040] FIG. 1b allows a view into the interior of the formwork core 30. Four vertical corner supports 34 can be seen, each of which carries two corner connection panels 31. Two of the total of eight corner connection panels 31 each are arranged perpendicular to one another around the corner so that they enclose one of the four corners of the formwork core 30. The corner supports 34 also each carry a corner bracket 35, which closes the gap between the two corresponding corner connection panels 31 and thus forms a vertical outer edge of the formwork core 30.

[0041] Two vertical side supports 36 each are arranged between the corner supports 34 along the two long sides of the formwork core 30. These side supports 36 carry the side formwork panels 32.

[0042] The corner supports 34 and the side supports 36 are releasably attached in pairs on a common base frame 40. The distance between the corner supports 34 and/or side supports 36 mounted on a base frame 40 is variable so that the width of the formwork core 30 can be adjusted. The base frames 40 comprise a plurality of fastening grooves 41 which are arranged parallel to one another and are open at the top. The base frames 40 comprise a plurality of T-beams 42 arranged in parallel and at a distance from one another, between which the fastening grooves 41 are arranged. The ends of the T-beams 42 are screwed onto narrow crossbeams 43 which rest on the base plate 10 (cf. FIG. 1).

[0043] The guide rails 24 for the outer supports 23 (FIG. 1a) protrude beyond the outer contour of the formwork core 30 so that the outer formwork 20 (FIG. 1a) can be moved sufficiently far outwards. Thus, the formwork core 30 becomes accessible and can be moved upwards easily after the concrete has hardened. For this purpose, a lift frame 50 engages under the lower edges of the formwork core 30. If this lift frame 50 is moved upwards after the concrete has hardened, the hardened concrete part (not shown) detaches from the outer walls of the formwork core 30; at the same time, the formwork core 30 shrinks as the corner connection panels 31, the side formwork panels 32, and the corner brackets 35 are pulled inwards in a synchronized manner. This will detach the outside of the formwork core from the concrete part. The corner brackets advance. The kinematics can be driven electrically, hydraulically or purely mechanically.

[0044] The formwork core 50 shown in FIG. 2a and the following Figures is somewhat smaller, in particular narrower and shorter than the previously described formwork core 30 according to FIGS. 1a, 1b. In principle, however, both formwork cores 30 and 50 are constructed identically.

[0045] The smaller formwork core 50 is also designed as a shrink core. The side formwork elements of the formwork core 50 comprise a total of eight corner connection panels 51, four side formwork panels 52 arranged between them, as well as a central, approximately square ceiling formwork panel 53. In FIG. 2a, the side formwork elements are raised a little upwards. An elongated corner bracket 55, which forms the vertical outer edge of the formwork core 50, fills the gap between the two corner connection panels 51 of one corner.

[0046] The load-bearing structure of the formwork core 50 is formed in particular by four vertical corner supports 54, as can be clearly seen from FIGS. 2b, 2c, and 2d. Two of these corner supports 54 each are releasably attached to a common base frame 60 (FIG. 2a). For this purpose, the corner supports 54 have foot plates 56 at their lower ends with fastening screws 56a inserted therein (FIG. 2d). The lower (not visible) ends of the fastening screws 56a engage in fastening grooves 61 of the base frames 60. The base frames 60 essentially comprise six T-beams 62, which are arranged in parallel and at a slight distance from one another, the ends of which are screwed onto crossbeams 63. The T-beams 62 form the fastening grooves 61 with a T-shaped profile. After loosening the fastening screws 56a, the corner supports 54 can be moved longitudinally in the fastening grooves 61 in order to increase or decrease the distance between the corner supports 54 and to thus change the length of the formwork core 50.

[0047] As can be seen in particular in FIG. 2d, the corner supports 54 each carry two retainers 57 which are arranged at a right angle to one another around the corner. These retainers 57 are jointedly connected with the corner supports 54 by means of pivoted levers 58. In a similar way, the corner brackets 55 are jointedly connected to the corner supports 54 via lever arms 59 (cf. FIG. 2b). The corner connection panels 51 are mounted on the retainers 57 (cf. FIG. 2c).

[0048] The enlarged illustration of FIG. 3 shows the upper end of a corner support 54. The corner support 54 has a hexagonal cross section. The pivoted levers 58 for the corner connection panels 51 and the lever arm 59 for the corner bracket 55 protrude outwards. In the illustration, the corner bracket 55 has moved inwards a little so that a gap has formed in the area of the corner between the two adjacent corner connection panels 51. When the formwork core 50 is fully extended, this gap is of course closed. The adjacent corner connection panels 51 have already moved up a little here.

[0049] FIG. 4 shows the cross-sectional profile of the corner brackets 55. The corner bracket 55 is essentially formed by an elongated L-profile. At the upper end, there is a ceiling web 55a, which is set at a right angle and points inwards.

[0050] From FIG. 2c and in particular from the enlarged illustrations of FIGS. 3 and 5, it can be clearly seen that the corner connection panels 51 each comprise bolt flanges 51a at their vertical edges remote from the corner, which bolt flanges point inwards at right angles. The interposed side formwork panels 52 have corresponding bolt flanges 52a (cf. FIG. 5). In this way, either two corner connection panels 51, which lie in the same plane, can be screwed directly to one another, or two corner connection panels 51 can be releasably connected to a side formwork panel 52.

[0051] The corner connection panels 51 have ceiling webs 51b attached inwards at right angles at their upper edges (FIG. 2c, FIG. 3). At their upper end, the corner brackets 55 also have a perpendicular, inward-facing ceiling web 55a, as can be seen in particular in FIGS. 2b and 4. The side formwork panels 52 have ceiling webs 52b of the same length (cf. FIG. 2c and FIG. 3).

[0052] The corner brackets 55 are resiliently mounted on pressure plates 70 at their lower ends (cf. FIG. 4). As a result, the ceiling webs 55a of the corner brackets 55 can slide under the ceiling webs 52b of the adjacent corner connection panels 51 when the formwork core 50 is shrunk (cf. FIG. 3 , FIG. 2a, FIG. 2b).

[0053] Horizontal and vertical tension and compression rods stiffen the construction (FIG. 2d).

[0054] FIG. 2a shows the formwork core 50 in a state in which the corner connection panels 51 are almost completely extended outwards, but the corner brackets 55 have already been pulled a little inwards or downwards. In FIG. 2b, the corner connection panels 51 and the corner brackets 55 have moved a little further upwards so that the path is clear to now draw in the corner connection panels 51 further inwards. In doing so, they detach from the walls (not shown) on the outside of the cast bell-shaped body.

REFERENCE NUMERALS

[0055] 10 base plate [0056] 20 outer formwork [0057] 21 end wall (of 20) [0058] 22 side wall [0059] 23 outer support [0060] 24 guide rail [0061] 30 formwork core [0062] 31 corner connection panel (of 30) [0063] 32 side formwork panel [0064] 33 ceiling formwork panel [0065] 34 corner support [0066] 35 corner bracket [0067] 36 side support [0068] 37 lift frame [0069] 40 base frame [0070] 41 fastening groove (of 40) [0071] 42 T-beam [0072] 43 crossbeam [0073] 50 (small) formwork core [0074] 51 corner connection panel (of 50) [0075] 51a bolt flange [0076] 51b ceiling web [0077] 52 side formwork panel [0078] 52a bolt flange (of 52) [0079] 52b ceiling web (of 52) [0080] 53 ceiling formwork panel [0081] 54 corner support [0082] 55 corner bracket [0083] 55a ceiling web (of 55) [0084] 56 foot plate [0085] 56a fastening screw (in 56) [0086] 57 retainer [0087] 58 pivoted lever [0088] 59 lever arm [0089] 60 base frame [0090] 61 fastening groove [0091] 62 T-beam [0092] 63 crossbeam [0093] 70 pressure plate