EP0927796B1 - Schalungsplatte und Schalungssystem - Google Patents
Schalungsplatte und Schalungssystem Download PDFInfo
- Publication number
- EP0927796B1 EP0927796B1 EP98811274A EP98811274A EP0927796B1 EP 0927796 B1 EP0927796 B1 EP 0927796B1 EP 98811274 A EP98811274 A EP 98811274A EP 98811274 A EP98811274 A EP 98811274A EP 0927796 B1 EP0927796 B1 EP 0927796B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- channels
- block
- bracket
- formwork
- plate
- 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.)
- Expired - Lifetime
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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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/365—Stop-end shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
Definitions
- the invention relates to a formwork panel and a use the formwork panel with the in the preamble of claims 1 and 8 specified features.
- Formwork for concreting work is usually made from formwork boards assembled, which are attached to struts, which in turn on already completed parts of the relevant Be attached to the building, for example with wall plugs, Threaded rods and nuts. After the casting work is finished these struts are then removed and the formwork boards knocked off the cast concrete part. In particular when pouring floor slabs, formwork is involved The appropriate security measures are often required to a considerable extent for construction workers. Is too attaching and detaching the struts and knocking off the formwork boards are time consuming and therefore expensive and last but not least, accidental.
- a formwork element is known from CH 668 797 A5 consists of several right-angled irons, which are connected by means of cross struts are interconnected, with this basic construction a plate of thermal insulation material connected is used as face formwork for a floor slab should, namely for the formation of degrees, separations or Connections of the reinforced floor slabs to be concreted opposite or with other components, preferably for connection a floor slab on a two-layer masonry or also in the support area of the floor slab on one Retaining wall, with the insulation plate as a spacer acts to form an expansion joint.
- a variety of holding elements between the insulation plate and the mentioned basic. construction should act on the insulation plate Transfer compressive forces to the iron structure.
- the insulation panels are metal fiber boards or foamed Plastic insulation plates.
- From US-1,890,532 is a building board for creating Walls with or without filling known.
- the plate consists of cheap, organic, fibrous material and instructs one side surface semi-cylindrical recordings with holes on, in the spacer wires to fix two spaced plates can be inserted.
- the semi-cylindrical images are completely above the Surface of the plate and have no stiffening Effect on. Because the panels used to create walls serve, there are no physical characteristics which reveal a connection to a foundation. Let too the disclosed connecting wires are not as Use lanyards for the foundation.
- the invention has for its object a formwork panel for the creation of slab edge formwork, which has a higher rigidity with a small thickness as the known formwork panels.
- the formwork panels or elements, or panels for short, preformed hard plates with the plug connections, over the they are connected to the brackets anchored to the structure allow simple, time-saving and clean installation the formwork without the panels, e.g. Shuttering boards, need to be nailed or chocked down.
- the similarity is also favorable the material character of the plates according to the invention and of the other building materials used for plastering.
- the invention Hardboards can be inexpensive and with relatively little Weight can be produced, for example from fiber concrete, brick mass (Clay plates) or enough rigid plastic materials, so that they are easy to handle and despite their only one-time use, since they remain on the building, from Price ago are cheap if you consider the reduced workload considered in their use.
- the plate-shaped formwork elements in different ways so that the preferably parallel receptacles or channels for the bracket be formed.
- bent profiled sheets or grids into the mass of the Form sheet material so that wall or bead-like Projections with, for example, a V or U-shaped profile stick out on one side of the hardboard and with openings for Recording the legs of the bracket are provided with the help whose they are fixed in the desired position.
- These profiles can be bent from perforated metal strips, for example, preference is given to round holes which are plugged in enable the bracket in different orientations.
- the profile of the beads so that in the bracket-like profile interior, the holding brackets also on the side be plugged in, for example, the forehead formwork Wall to form.
- the profiles can be used individually or as contiguous profile strips molded into the board mass be, depending on the manufacturing convenience or Pricing. Preferably one sees two profile rails per plate before the at a certain distance from the edge of the plate Protrude plate surface and parallel to these plate edges run. With larger panel heights, several profile rails can also be used be provided.
- the holes of the two rails are aligned, so that the plate easily on the free leg of a L-shaped bracket can slide on.
- the rail with The mounting holes for the L-legs can also be made by individual angled edge areas of a sheet are formed, the protrude from the surface of the plate, while the remaining ones stand in between Edge areas of the sheet in the plate mass be embedded.
- the embedded sheet metal area is preferred also punched between these edges to make a better one Ensure pouring into the slab mass.
- Form these holes can suitably the circumferential profile of threaded sleeves be adapted, which are later optionally cast in can be: you only need the plate material punch through the hole in question to insert the sleeve and being able to clamp
- the receptacles for the legs of the bracket can also as channels open or closed within the plate surface of the hardboards run with open channels e.g. are partially covered or bridged by webs or only a narrow opening slot of less width than the profile width to have.
- the plates can also be double-walled and are continuous inside from top to bottom have parallel channels of suitable cross-sectional profile, for example Square or rectangular profile, triangular profile, T profile, L-profile or preferably round profile, just a few name possible profile shapes.
- the channels can have a slightly variable cross section have, i.e. narrow slightly in sections. In this way, a loose fit of the plates can be avoided.
- the bracket can also be in different shapes be trained, depending on what type of formwork in individual cases. For example, they can can be bent or assembled from profile bars.
- Slab edge formwork is suitable e.g. L-shaped bracket, one leg being horizontal and e.g. in more usual Is nailed to the ceiling formwork during the other legs are perpendicular and when the plates of be pushed on top, in their recordings, until the plate, in the case of double-shell plates, the outer one, sits at the bottom and results in a tight seal for the cast concrete.
- the legs of the bracket to be attached to the base are provided with the usual nail holes that are formed on Spacers also push these through.
- An additional Nail hole near the vertex allows an improved one Fixing the bracket and thus the plate when pouring cantilevered balcony floors to ensure a safe To guarantee closure at the lower edge.
- the bracket can conveniently for strength and cost reasons from iron profiles getting produced.
- U-profiles are particularly suitable, whereby the part to be nailed with the open profile side down points and the nail holes in the connection area between the U-legs of the profile are provided.
- the U-profile is at least with the legs that get into the recordings of the plates matched to the cross-section of the images, i.e. rectangular
- the width and height of the U correspond to the edge lengths of the rectangle, in the case of round recordings, the diameter chosen so that the leg profile fits straight into it.
- the inner wall can end a little in front of the outer wall in order to expose the channels at least by the height of the legs of the mounting bracket including spacers, so that the outer wall extends down to sit on the underlying part of the building.
- the channel walls can then also be dispensed with.
- eyelet-like mounts are also conceivable, with at least two eyelets being aligned with one another such that a mounting bracket runs through them.
- the eyelets can be formed by cast-in metal profile parts or by integrally molded plate parts with corresponding openings, so that they can be pushed onto the free legs of the bracket to form a lost formwork.
- the panels can be produced in suitable sizes, according to a desired grid dimension, so that they can be put together and on top of each other to form a complete formwork. It is also possible to provide corner elements made of two plates which are firmly connected at right angles to one another or of one-piece plates of the design according to the invention, to which flat plates then adjoin on both sides.
- the plates can also be curved, for example in the form of a circular arc, in order to be able to cast round parts, such as columns.
- Seals can be provided to connect abutting panels, or the panels can be provided with an engaging profile or counter-profile on opposite edges, so that they can be joined together by mutual engagement. In this way, a smooth finish of the visible outside of the formwork can be achieved, which can also be made decorative as a visible surface.
- plates to be designed as angle plates for slab edge formwork and one Holding plate in the form of an L-shaped plate extension at the bottom to be provided, which is attached directly to the base instead of doing this, for example, L-shaped mounting brackets to use.
- Another way of training the bracket consists of bending individual legs back in a U-shape in order to the possibilities of intervention in the recordings of the invention Enlarge plates.
- one leg of an L-shaped Bracket U-shaped bent back parallel to itself to be hook-like with this bent-back part intervene in a receptacle of a formwork panel from above, if this shot is not accessible from below, such as in Case of a formwork panel with a retaining plate protruding below, that cannot be nailed directly to their base or no recesses for engaging retaining lugs Fastening strip.
- a particularly advantageous embodiment of the invention Plates where the openings of the channels are at a distance the long edges.
- This version enables a universal Using the plates and inserting the two in parallel Brackets connecting lying plates when on several sheets are already stacked on one side and connected to each other by connecting rods or pipes are.
- the connecting rods can be a few centimeters long be or extend over several plates.
- the strength of the panels and especially their flatness to ensure are a short distance from the surfaces reinforcement grid inserted, the main one Reinforcement runs in the longitudinal direction.
- the dimensional stability is further increased by a completely symmetrical arrangement of the Channels between the plate surfaces, i.e. the wall thicknesses between the channels and the plate surfaces are exact equal.
- the channels are preferably at very small intervals to each other.
- the distances between the channels correspond to a channel diameter and the wall thickness between the channels to the Plate surfaces approximately the radius of the channels.
- a reinforcement and reinforcement material are preferably glass fiber, Aramid fiber or steel nets inserted.
- the railing brackets are attached with clamping screws attached to the plates, with the tensioning screws either through recesses provided in the end faces of the plates and anchored to anchor plates on the back become.
- the anchor plates have a lead through the bore Sleeve on which the thread of the clamping screw protects against dirt from the concrete and also prevents it from flowing out prevented by concrete.
- the railing girders can each after execution both in the plane between two plates, in placed in the middle of panels and at the corner joints become. They serve at the junctures of the plates and at the corner joints of the panels as temporary templates the two colliding plates in the desired one Hold position until the backfilled concrete has hardened.
- a formwork element in the form of a plate 2 here with the help of a bracket 4 as slab edge formwork is vertically mounted on the edge of a building.
- the Plate 2 is double-walled and vertical running channels 6 which are used as recordings for vertical Leg 8 formed here as an L-shaped angle Bracket 4 serve.
- the bracket 4 are about usual Spacer 10 (see. Fig. 29, 30) with nails 12 on the Ceiling formwork 14 nailed.
- the horizontal leg the bracket 4 itself at a distance from the slab formwork 14 is located, the plate 2 sits on the outer wall 16, as is still explained, and forms a tight seal with this, so that no concrete escapes when concreting the ceiling.
- a plain bearing can be provided, as in Connection with Fig.
- the plate 2 has expediently a rough one on the inside or wall 18 Surface so that the ceiling concrete adheres well here. On the Outside or wall 20, however, its surface is smooth and can serve as a visible surface. If a plaster is to be applied, so this outer surface can of course also be rough, so the plaster adheres better.
- Fig. 2 shows the plate 2 from the roughened inner side.
- the inner wall 18 of the plate as I said, not pulled down like her outer wall 20, so that the channels 6 are exposed below so far that the bracket 4 can be inserted with its outer leg, as illustrated in FIG. 1, and the plate with its Outer wall 20 sits on the outer wall 16 of the building.
- bracket 4 to the formwork 14, that its vertical leg 8 compared to the representation in Fig. 1 is set back so far inwards that when attached Formwork panel 2 outside space for an insulating panel remains and this is easily applied and - for example by Glue - can be attached.
- FIG. 3 shows an arrangement of the formwork panels 2 on a corner of the building.
- an angular one Plate 2a used on the corner, which is on both sides just connect plates 2, which - as in connection with Fig. 1 described - via L-shaped bracket 4 on the Ceiling formwork 14 are attached.
- the bracket 4 for the Angle plate 2a are crossed by two L-shaped brackets formed in one piece, so that a cross frame arises, like this Figure 3 illustrates.
- the angle plate 2a can be the same Way with their channels 6 on the vertical legs 8th the bracket 4 put on until they with their lower edge sits on the outer wall 16, as is shown in FIGS. 1 and 2 for straight plates 2 is described.
- An execution as Round plate 2b is shown in FIG. 4 for the case of a 90 ° bend, for example for a round column.
- others can too Angles can be chosen in individual cases, and the rounding does not have to necessarily be circular, but can for example also oval or curved in another way.
- Figure 6c illustrates for a variant with round channels 6a, as it also shows Fig. 5, bracket 4 with round vertical Legs 8a, so that the bracket 4 also obliquely to Surface of the plate 2 can run, which for reasons of space can sometimes be useful.
- the legs 8a are also round, but they can have any shape in the round channels 6a is guided safely.
- the cross section of the legs 8a also be square, as shown in FIG. 3, when the Diameter of the round channels 6a as large as the diagonal of the Square.
- An embodiment for a square Column formwork with round channels 6a in the formwork panels 2 can be found in Fig. 5.
- the angle plates 2a used here extend at their ends with inclined surfaces 9, so that two Angle plates 2a brought together to form a square formwork can be.
- the bracket is here as a cross bracket 4a with four vertical Legs 8a formed, as shown in Figures 6a to 6c, so that each angle plate 2a is supported on two channels 6a is. Of course you can also the bracket 4 Execute six arms and then each angle plate 2a with three vertical legs 8a. In the same way round formwork panels 2 according to FIG. 4 with such cross or Hold star-shaped bracket 4, the arches of the curved formwork panels, for example, also extend over 180 ° can, so that the formwork from two instead of four 90 ° bends can be assembled.
- the cruciform bracket 4b is shown in a side view in FIG. 6a, wherein in addition to the middle nail 12 visible in FIG.
- FIG. 6a there are others Nails in the star-shaped legs and spacers 10 are illustrated.
- Intermediate brackets are used when placing on the lowest plates, an embodiment of which for the example just described is illustrated in Fig. 6b.
- Intermediate bracket 4b follow its vertical legs 8a away from below so that they can be inserted from above into the already installed formwork panels 2 can be used instead of like the bottom one Bracket to be attached to the ceiling formwork 14.
- the second row of formwork panels 2 can then in the way described above on the vertical legs Put on 8b.
- 6c schematically shows a top view of the Bracket according to FIGS. 6a and 6b.
- the formwork panels 2 can not only be in different shapes, but also made with different dimensions as it is for the respective application from the point of view the manageability is appropriate.
- formwork is assembled from individual panels 2, the according to a modular system side by side and for Flat roof borders also arranged one above the other become.
- the side panel edges For sealing the side butt joints side by side located plates 2 against leakage of concrete can the side panel edges with suitable profiles and Counter profiles are formed which interlock.
- the formwork panels 2 are in this figure for the sake of illustration only very short - with only two channels 6 - drawn to accommodate a number of profile variations in the figure.
- a joint 24 is shown at the top left, at which two plates 2 immediately joined together with good dimensional accuracy are so that the butt joint is inherently tight, so as is the case with the lower edges of the plates 2. If this is not sufficient in practice, you can use the Butt joint a seal 26 between the two neighboring Insert plates 2.
- dovetail profile 28 A mutual profile intervention with profile and counter profile is illustrated as dovetail profile 28. Furthermore, a Semicircular profile 30 and a rectangular profile 32 shown. variants of the dovetail principle as a circular profile 34 are rectangular Profile 36 and half dovetail profile 38 shown. The angle profile 40 represents a simpler profile. It is obvious that countless profile shapes within the Invention the desired sealing purpose by mutual Fulfill the intervention without being illustrated here in detail become.
- a triangular cross section 6b and an angular or L cross section 6c are shown in FIG. 7 .
- the vertical Legs 8 of the bracket 4 do not necessarily have to be said the same cross-sectional shape as the channels 6 have:
- a triangular channel cross section be round according to an inscribed circle or angular or U-shaped, being located on the triangular edges support the channel profile.
- the bracket 4 can also be formed from sheet metal profiles, for example from angle or U profiles, the individual legs then be bent or welded together in a suitable manner. An example of this will be explained later with reference to FIG. 14.
- the channels do not necessarily have to be closed Channels run inside the plates 2.
- the figures 8a, b and c illustrate an open arrangement Channels 42 in the form of groove-like depressions in the formwork panel Second
- the channels are with bridging bars 44 provided, which together with the channel grooves the recordings form for the legs 8 of the bracket.
- the images do not need a square cross-section to have, as shown, but the cross-sectional shapes the channels thus formed can be as long as they are perform their task of receiving the bracket 4.
- the vertical leg 8 of the bracket 4 with lateral Barbs should be formed slightly over its outer surface protrude and in corresponding recesses in hook the channel wall.
- Such fixation options as well as with the help of a nail 130 in a transverse hole 72b of the Brackets allow pre-assembly of the bracket 4 in the plates 2, so that the latter is precisely aligned with the outer wall can be and only then the bracket 4 nailed the slab formwork or in any other suitable way be attached. Assemble the bracket 4 first and only then pushes the formwork panels 2 to their vertical Thigh, then an assembly jig would be useful so that Afterwards, plates 2 really sit exactly.
- Fig. 9 shows a formwork panel 2 with a molded at right angles Holding plate 50 on the outer wall 16 and the Ceiling formwork 14 sits and a receiving groove 52 for below has a plain bearing 54 which between the ceiling to be cast and the outer wall 16 supporting this.
- the attachment on the ceiling formwork 14 is carried out with the help of a cranked bracket 4c, which engages with two lugs 58 in two grooves 56, which are formed in the top of the holding plate 50 are.
- the step height of the crank 60 is with regard to the Dimensioned the thickness of the holding plate 50 so that the bracket with its right part in the figure with the interposition of spacers not shown here on the ceiling formwork 14 can be nailed.
- Fig. 10 shows a further attachment option with a holding plate 50 provided formwork plate 2, in which the top of the holding plate 50 has no grooves. Instead is attached with a specially shaped Bracket 4d, which has a U-shaped angled end 62 engages in a channel 6 from above and is shown in FIG Embodiment according to the contour of plate 2 and Holding plate 50 runs and also like that with reference to FIG. 9 illustrated bracket 4c over a crank 60 for Ceiling formwork 14 runs.
- bracket 4c over a crank 60 for Ceiling formwork 14 runs.
- the inner wall 18 of the plate 2 is reset to expose channels 6 as it is for recording of the transverse leg 70 of the connecting web 4d is provided here , but the inner wall 18 can also reach the top edge the plate 2 run, as is the case in Fig. 9, so that the crossbar 70 runs over the top edge of the plate, if this does not bother you, for example in the event that another is scheduled Formwork panel, the inner wall 18 of which is then reset below is, as can be seen from Fig. 1. Because enough channels 6 are present, the connection of such a top attached plate with the help of other free channels 6 respectively.
- FIG. 11 Another mounting option one with an angled Holding plate 50 provided formwork plate 2 is in Fig. 11 illustrates. Here is the holding plate 50 of nail holes 72 interspersed, through which she immediately with nails 12 can be nailed to the ceiling formwork 14.
- Fig. 12 illustrates a formwork panel 2 in which some Cross-sectional shapes of open channels are shown as examples are.
- a triangular channel 76 is illustrated on the left, the one at the tip of the triangle to the inner wall 18 of the Plate is open.
- In the middle is a rectangular channel 78 shown, which is open on the long side of the rectangle, and right
- An L-shaped channel 80 is shown, which is in the extension of an L-leg is open.
- the shape of the plates is their manufacture easier if the forming the channels Mold cores not at their ends, but over their entire length can be held in the form.
- a practicable design of a bracket 4 is shown in FIG. 13 using the example of an L-shaped bracket.
- it consists of U-shaped bars with one in the illustrated embodiment round U, which can, however, just as well be angular.
- U-profile depending on the dimensioning of the Height and width of the U adapted to numerous channel profiles can be that it sits sufficiently tight in channel 6.
- the two Legs of this L are either beveled at one end and welded together, or they can also, as shown, through Bending an initially stretched U-profile, if necessary with heating arise.
- at least the leg with nail holes 72 provided, e.g. via spacer 10 to a ceiling formwork to be nailed.
- Another nail hole 72a near the vertex of the L allows an additional Fixing the bracket 4 close to that on its vertical Leg 8 formwork panel 2 attached when concreting a balcony, the bottom plate of which is not on the outside of a wall seated. This allows gaps to form on the edge formwork prevent.
- One or more nail holes 72b in the vertical Legs allow the plate 2 to be fixed to the mounting bracket 4 using a nail 130 for both pre-assembly as well as for a firm hold when concreting (Fig. 18).
- FIG. 14 Another embodiment of the formwork panel according to the invention 2 is illustrated in FIG. 14, in which a die cut and bent sheet metal strip 94 in the formwork panel 2 is cast in and the receptacles or channels for the bracket 4 formed by cut-out recesses 96 that arise when the edges are bent into edge legs 100, with tabs 98 remaining.
- These tabs 98 as well Holes 102, 104 serve to anchor the metal strip when Pour into plate 2, holes 102 if desired, as illustrated on the left for holes 103, with a Contour can be formed so that they accept threaded dowels can later be used to attach a scaffold can.
- Figure 15 which shows the sheet metal strip 94 in profile, the Holes 102 and 104 are indicated, illustrates a possible use the holes 104 for receiving a tube 106, e.g. a plastic pipe, which when concreting a ceiling is poured in, and then inserting a rod allowed for a railing.
- a tube 106 e.g. a plastic pipe
- 15 is such a handrail 108 in h-shape indicated by dash-dotted lines, with a through posts 110 outside the plate 2 and protrudes into the tube 106 with an angle leg 112.
- the banister 108 is securely fixed in this way and gives one good hold and can be easily pulled out after use be removed from the tube 106 again.
- Another Attachment possibility for a railing is illustrated in Fig. 16.
- a railing bracket 114 is used there, which here has the shape of an L with an extension 116 on the short leg, with which he the lower edge leg 100 of the metal strip 94 embraces.
- the railing bracket engages with angled tabs 115 into the openings or recesses of the edge leg 100 16 as shown in FIG.
- the tabs can e.g. under education an opening 117 are cut out, through which then a railing strut 112 can be inserted. You can see it underneath a further opening 119, a bracket can also be used 4 protrude from below through both openings.
- the railing angle 114 runs around the bottom of the plate 2 and projects with his longer leg 118 out of the masonry.
- a slot 120 for inserting a wedge-shaped nose with which is a railing support, not shown here fixed in slot 120.
- the leg 118 also with other connecting elements for a railing support be provided.
- An expedient predetermined breaking point X allows the protruding from the masonry to break away Part of the leg 118 when it is no longer needed becomes.
- the metal strips 94 also allow assembly without further notice of formwork panels at an angle, then corresponding Elbow pieces made of sheet metal or flat iron on the edge legs 100 of the sheet metal strips 94 attached, e.g. screwed or can be welded so that the plates 2 a desired Form angles with each other and as prepared contra-angles can be used for building corners.
- Fig. 15 is the height h between the lower edge leg 100 and the end of the plate 2, this being Measure by the height of the legs of the bracket 4, with which this is nailed to the ceiling formwork 14, and the Height of the spacer 10 is given, that is at least the height of the exposed part of the channels 6 according to FIGS. 2 and 28 corresponds so that the plate 2 on the one below Masonry sits on.
- the corresponding height between the top Edge leg 100 and the upper end of the plate 2 is in principle not critical, but it will be useful, too Choose height equal to h, so that when mounting the panels 2 not for differences between top 7 or bottom edge 3 the plate 2 must pay attention.
- Figure 18 shows a combination of a number of Possibility of connecting formwork panels 2 and mounting brackets 4.
- the formwork panels 2 are parallel to theirs here Edges 3.7 extending rails 122 provided in the illustrated Embodiment a V-like profile with from have profile leg ends 126 projecting from the center of the profile, with which they are embedded in the formwork panels 2. to These profile leg ends are better anchoring in plate 2 provided with openings 124 which e.g. also for recording of threaded dowels can be designed as it is for holes 103 is illustrated in FIG. 14.
- openings 124 which e.g. also for recording of threaded dowels can be designed as it is for holes 103 is illustrated in FIG. 14.
- At the rear Plate in Fig. 18 is the possibility in dashed lines the formation of the profiled sheet indicated as a part, and in this case holes 103 may e.g.
- the formwork panel 2 protruding profile parts of the rails 122 are shown in the Embodiment approximately V-shaped, but can also be U-shaped or with another suitable profile be so that recesses 128 featured in their profile legs can be seen cursing each other around a thigh 8 to be able to accommodate the bracket 4.
- FIG. 19 illustrates where plate 2 Strips 132a, b are embedded, in which the recesses 128 are provided.
- the horizontal strips 132a are here with strips 132b running perpendicular to it, arranged in a lattice shape and not only allow the insertion of holding brackets from above and below, but also from the sides, so that the Possibilities of assembly and use of the formwork panels 2 still to be expanded.
- the strip grid can e.g. by plugging them together of the individual, each slit transversely Strips are prefabricated and then when pouring the plate 2 be molded.
- Fig. 18 only one bracket 4 is illustrated, which with nails 12 using not shown here Spacers 10 attached to a ceiling formwork 14 is.
- nail hole 72a can be an additional fixation of the bracket 4 close to the Provide formwork panel 2, such as when concreting balcony slabs is desirable to prevent gaps at the bottom edge to prevent the formwork panel 2.
- fixing nails 130 are illustrated in the figure, which nail holes 72b in the leg 8 of the bracket enforce on which the formwork panels 2 with their Rails or channels can be attached. Secure the fixing nails these connectors in addition to the formwork panels 2 cannot be lifted off when concreting.
- Securing can also be done by structuring the edges 5, for example in the form of sawtooth-like serrations as in the left edge or crenellated projections and recesses, such as the right edge of the leg 8 of the rear bracket 4 is indicated.
- Other edge designs are also used as a fixing structure as possible as snapping, clickable or screwable locks provided they have the legs in the receptacles hold firmly or positively.
- Figure 20 illustrates a variant of the invention in which embedded in the plate 2 here U-shaped bracket 134 are with their outside of the plate 2 Leg 136 by two on the leg 8 of the bracket 4 attached eyelets 138 is inserted and in this way on the bracket 4 are fixed, in the manner described above - with the help of spacers 10 and nails 5 - attached to the slab formwork is.
- a dashed line is a variant in which the leg 8 of the bracket 4 with a continuous Channel 140 is formed, in which in this case with 136a designated legs of the bracket 134 are inserted can, with a fixation of those explained with reference to FIG. 18 Art through appropriate structuring of the surface or edges of the leg 136 can be provided.
- the leg 8 of the Bracket 4 can be, for example, tubular with a continuous channel 140 may be formed so that one leg 136 can be inserted from both sides, for example can, as in the embodiment with the eyes 138 of the Case is.
- Another variant for the suspension bracket 134 exists in two (or possibly more) individual, hooks pointing up or down for hanging in the eyelets 138 to anchor to plate 2, but what in the drawing is not specifically shown.
- Such single hooks can expediently also as a double-sided hook - like a lying T - be designed so that they can be in the eyelets from above or below 138 can be introduced.
- the bracket 4 On the tubular leg 8 the bracket 4, the other leg, for example be welded, or the bracket 4 is a total of one Tube bent, as is shown in FIG. 13 for a bracket is explained with a U-shaped cross section.
- the bracket 4 is on the formwork 14 fastened with three nails 12 and carries the plate at its end 2. Its lower edge 3 is at a distance from the surface 5 of the outer wall 16. The distance between the surface 5 and the lower edge 3 results from a structural inaccuracy; this is due to the precisely positioned plate 2 now balanced.
- the lower edge 3 lies exactly in the plane the ceiling formwork 14 and the upper edge 7 of the plate 2 defined the level of the surface of the concrete slab to be poured.
- a tension screw 15 is passed through.
- This comprises an anchor part 41 made of metal or plastic, in which the clamping screw 15 is held.
- On the anchor part 17 is preferably a sleeve 73 which is passed through the hole 9 in the plate 2.
- the Sleeve 73 prevents concrete water between the hole 9 and the thread of the clamping screw 15 can get this dirty.
- On the thread of the clamping screw 15 is a Clamping bracket 19 placed and intended a profile tube 21st or a U-profile 35 against the outside 23 of the plate 2 press.
- An angular receptacle is inserted in the profile tube 21 25, into which a railing post 27 is inserted.
- the railing post 27 could also be inserted directly into the profile tube 21 become.
- the anchor part 41 is replaced by a guide tube 29 which lies in the concrete behind the plate 5 and into which the angular receptacle 25 is inserted.
- the angular receptacle 25 has the shape of an inverted U, the second leg 31 of which forms the guide for the clamping screw 71, which can be pressed against the outside 23 of the plate 2.
- 22 shows the angular course of a ceiling, which is formed by three angularly arranged plates 2.
- the panels 2 are supported by the holding brackets 4, which are fastened to the ceiling formwork 14 with nails 12.
- the plates 2 are temporarily held together by suitably designed means in the corners where two plates 2 meet each other.
- a terrain support 33 as is described in FIG. 21 for two panels 2 abutting one another on the end face.
- the clamping screw 15 penetrates the U-shaped profile 35 in the bore 9 and then the two abutting plates 2 at an angle of approximately 45 ° and is held on an anchor tube 17 inserted in the channel 6 with a threaded bore attached to it.
- the same railing support 33 serves at location B to accommodate the railing post 27. It connects two plates 2 abutting one another on the end face and adjusts their outer sides 23 exactly in one plane.
- a corner holder 37 where two plates 2 form an inner corner
- the latter is preferably angled at the ends by 45 °.
- a clamping bracket 19 in turn serves to tighten or tension the corner holder 37.
- FIG 25 is another example of a circumferential on a wall Shown flat roof.
- a bracket 43 with the shape of an h is used.
- This bracket 43 can subsequently through the reinforcement webs 84 are passed through. That the reinforcement can erected at the beginning of the building of the wall and afterwards the panels 2 stacked and be connected to each other.
- the connection of the plates 2 are preferably staggered by connecting rods or tubes 45, which in the channels 6 are inserted (Fig. 31 and 32).
- the connecting rods 45 can be made of metal or plastic or metal with a Plastic cover exist.
- the jacket is the Connecting rods 45 provided with ribs or roughened, wherein the total diameter of the connecting rods 45 is slightly larger is than the diameter of the channels 6 so that when inserted the connecting rods 45 in the channels 6 a non-positive Connection between the two is created.
- the three Legs 47, 49, 51 of the bracket 43 are preferred formed analogously to the connecting rods 45.
- the length A of the front leg 47 is less than the height h of the steps 53 along the upper edge 7 or the lower edge 3 of the plates 2. This makes it possible to mount bracket 43 or its Insert leg 47 into channel 6 of plate 2 below, if a second plate 2 has already been arranged above it is (see position D).
- the leg 49 is preferably something shorter (B) than the leg 47.
- a railing bracket 33 fastens and supports the railing post 27.
- FIG. 27 shows how, for example, a surrounding wall of a flat roof is constructed using the formwork system according to the invention.
- the construction of the ceiling termination is carried out as shown for example in FIG. 1. That is, the plate 2, which forms the end face of the ceiling to be cast, is held by the mounting bracket 4, which is fastened to the ceiling formwork 14. One or more further plates 2 come to rest over this plate 2. On the ceiling side, on the other hand, there is no plate 2 directly on the formwork 14, but it lies on the H-shaped retaining bracket 55. When the ceiling is poured, its lower feet are enclosed by it and the next plates 2 can be placed on the legs 57 protruding beyond the surface of the ceiling be put on or put on.
- bracket and Rails With a suitable choice of the dimensions of the bracket and Rails and their distances from each other and from the plate edges can be a very universal modular system with the invention create what is diverse in a simple manner Formwork tasks allowed to be mastered.
- the formation of the bore 9 formed by a semicircle 9a on each plate edge 13 is visible, which also cuts the channel 6 in which the anchor tube 17 is held.
- the areas of the plate 2 referred to as the inner wall 18 and the outer wall 20 have a wall thickness b in the area of the channels 6.
- the distances b are half as large as the mutual distances a of the channels 6.
- the diameter of the channels 6 is approximately twice as large as their mutual distances a.
- the channels 6 form a kind of "honeycomb structure" within the plate, which imparts a rigidity to the plate 2.
- the channels 6 are half-shell-shaped and extend to the adjacent edge 37.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Die Platten können in passenden Größen hergestellt werden, entsprechend einem gewünschten Rastermaß, so daß sie sich zur Bildung einer vollständigen Schalung aneinander und aufeinander setzen lassen. Man kann auch Eckelemente aus zwei rechtwinklig miteinander fest verbundenen oder einstückigen Platten erfindungsgemäßer Ausbildung vorsehen, an die sich dann zu beiden Seiten ebene Platten anschließen. Erfindungsgemäß können die Platten auch gekrümmt sein, z.B. kreisbogenförmig, um runde Teile, wie etwa Säulen, gießen zu können. Zur Verbindung aneinanderstoßender Platten kann man Dichtungen vorsehen oder man kann die Platten an gegenüberliegenden Kanten mit einem Eingriffsprofil bzw. Gegenprofil versehen, so daß sie sich unter gegenseitigem Eingriff zusammenfügen lassen. Auf diese Weise läßt sich ein glatter Abschluß der sichtbaren Außenseite der Schalung erreichen, die als Sichtfläche auch dekorativ gestaltet werden kann.
- Fig. 1
- eine schematische Seitenansicht für eine Deckenrandschalung unter Verwendung einer erfindungsgemäßen Schalungsplatte;
- Fig. 2
- eine Ansicht einer erfindungsgemäßen Schalungsplatte von der Betonierseite her gesehen;
- Fig. 3
- eine schematische Draufsicht eines Ausschnitts einer Eckschalung für eine Decke;
- Fig. 4
- eine Ansicht von oben auf eine Rundschalungsplatte;
- Fig. 5
- ein Beispiel für die Schalung einer quadratischen Säule unter Verwendung erfindungsgemäß ausgebildeter Winkelschalungsplatten;
- Fig. 6a, 6b und 6c
- Ansichten von Halterungsbügeln, wie sie für das in Fig. 5 veranschaulichte Ausführungsbeispiel verwendet werden können,
- Fig. 7
- verschiedene Ausführungsbeispiele von Seitenprofilen zum Zusammenfügen benachbarter Schalungsplatten;
- Fig. 8a, 8b und 8c
- eine Obenansicht, eine Ansicht von innen und eine Seitenansicht einer abgewandelten Ausführungsform der erfindungsgemäßen Schalungsplatte mit offenen Kanälen;
- Fig. 9
- eine Schalungsplatte mit angeformter Halteplatte zur Befestigung an der Deckenschalung mit Hilfe eines die Haltungsplatte fixierenden Halterungsbügels;
- Fig. 10
- eine weitere Variante einer Schalungsplatte mit angeformter Halteplatte und speziell geformtem Halterungsbügels, der von oben in die Kanäle der Schalungsplatte eingreift;
- Fig. 11
- ein weiteres Beispiel zur Befestigung einer Schalungsplatte mit angeformter Halteplatte;
- Fig. 12
- einige Beispiele verschiedener Kanalquerschnitte offener Kanäle;
- Fig. 13
- ein Ausführungsbeispiel für einen aus U-Profil gebildeten Halterungsbügels;
- Fig. 14
- ein weiteres Ausführungsbeispiel einer erfindungsgemäßen Schalungsplatte unter Verwendung eines gestanzten und gebogenen Blechstreifens zur Bildung der Ausnehmungen;
- Fig. 15
- einen Querschnitt durch den Blechstreifen;
- Fig. 16
- ein Beispiel für die Anbringung eines Geländerwinkels;
- Fig. 17
- eine schematische perspektivische Ansicht des Geländerwinkels;
- Fig. 18
- eine Zusammenfassung von Montagebeispielen gemäß weiteren Ausführungsbeispielen der Erfindung;
- Fig. 19
- eine Schalungsplatte mit einer kreuzweisen Anordnung von Aufnahmestreifen für die Halterungsbügel;
- Fig. 20
- einen schematischen Querschnitt durch eine Ausführungsform der Erfindung, bei der die Aufnahmen der Steckverbindungen an den Halterungsbügeln und die Steckzapfen an den Platten vorgesehen sind.
- Fig. 21
- eine Schalungsplatte mit aufgesetztem Geländerträger und Geländerpfosten,
- Fig. 22
- eine Aufsicht auf winkelig versetzte Schalungsplatten als verlorene Deckenrandschalung oder als Mauer,
- Fig. 23
- einen Ankerteil für einen Eck-Geländerträger,
- Fig. 24
- eine Schalungsplatte mit aufgesetztem Geländerträger und Geländer,
- Fig. 25
- einen Querschnitt durch eine im Aufbau befindliche Schalung für eine umlaufende Mauer an einem Flachdach,
- Fig. 26
- einen h-förmigen Halterungsbügel,
- Fig. 27
- eine weitere Ausgestaltung für einen Querschnitt durch eine im Aufbau befindliche Schalung für eine umlaufende Mauer an einem Flachdach,
- Fig. 27a
- einen H-förmigen Halterungsbügel,
- Fig. 28
- eine perspektivische Darstellung der Schalungsplatte gemäss Figur 2 mit beidseitigem Absatz,
- Fig. 29
- eine Seitenansicht eines Distanzhalters,
- Fig. 30
- einen Grundriss des Distanzhalters in Figur 29,
- Fig. 31
- eine Seitenansicht eines Verbindungsstabes,
- Fig. 32
- einen Querschnitt durch den Verbindungsstab in Figur 31,
- Fig. 33a
- eine Seitenansicht eines Ankerteils und
- Fig. 33b
- eine Aufsicht auf den Ankerteil in Figur 33a.
In Figur 22 erkennt man den winkelförmigen Verlauf einer Decke, welche durch drei winklig angeordnete Platten 2 geschalt ist. Die Platten 2 werden durch die Haltebügel 4 getragen, welche mit Nägeln 12 auf der Deckenschalung 14 befestigt sind. Die Platten 2 sind in den Ecken, wo jeweils zwei Platten 2 zusammenstossen, durch geeignet ausgebildete Mittel temporär zusammengehalten. An der Stelle A, wo zwei Platten 2 eine Aussenecke bilden, können letztere durch einen Geländeträger 33 zusammengehalten werden, wie er in Figur 21 für zwei stirnseitig aneinander stossende Platten 2 beschrieben ist. Die Spannschraube 15 durchdringt das U-förmige Profil 35 in der Bohrung 9 und danach die beiden aneinanderstossenden Platten 2 in einem Winkel von ca. 45° und ist an einem im Kanal 6 eingeführten Ankerrohr 17 mit einer daran angebrachten Gewindebohrung gehalten. Der gleiche Geländerträger 33 dient an der Stelle B zur Aufnahme des Geländerpfostens 27. Er verbindet zwei stirnseitig aneinanderstossende Platten 2 und justiert deren Aussenseiten 23 exakt in einer Ebene. An der Stelle C, an der zwei Platten 2 eine Innenecke bilden, werden letztere durch einen Eckenhalter 37 zusammengehalten. Dieser umfasst wiederum eine Spannschraube 15, welche ein Profilrohr mit einer rechtwinkligen Stützfläche 39 durchdringt und an einer innenliegenden Gegenhalteplatte 41 verankert ist. Letztere ist an den Enden vorzugsweise um 45° abgewinkelt. Zum Festziehen bzw. Spannen des Eckhalters 37 dient wiederum ein Spannbügel 19.
Über dieser Platte 2 kommen eine oder mehrere weitere Platten 2 zu liegen. Deckenseitig hingegen steht direkt keine Platte 2 auf der Schalung 14, sondern sie liegt auf dem H-förmigen Haltebügel 55. Dessen untere Füsse werden beim Giessen der Decke von dieser umschlossen und auf die über die Oberfläche der Dekke hinausragenden Schenkel 57 können die nächsten Platten 2 aufgesetzt bzw. aufgesteckt werden.
Die als Innenwand 18 und als Aussenwand 20 bezeichneten Bereiche der Platte 2 weisen im Bereich der Kanäle 6 eine Wandstärke b auf. In einer bevorzugten Ausgestaltung der Erfindung sind die Abstände b halb so gross wie die gegenseitigen Abstände a der Kanäle 6. In einer weiteren bevorzugten Ausgestaltung der Erfindung ist der Durchmesser der Kanäle 6 etwa doppelt so gross wie deren gegenseitige Abstände a. Die Kanäle 6 bilden innerhalb der Platte eine Art "Wabenstruktur", welche der Platte 2 eine Steifigkeit vermittelt. Im Bereich der Stufe 53 sind die Kanäle 6 halbschalenförmig und erstrecken sich bis zu der anliegenden Kante 37. Durch Einlegen von parallel zu den Plattenoberflächen und/oder der Längskanten 3,7 liegenden Bewehrungsstäben, -gittern oder Armierungen 73 zwischen die Oberflächen der Platte und die symmetrisch darin angeordneten Kanäle 6 lässt sich die Festigkeit und Steifigkeit der Platte 2 weiter erhöhen.
Claims (10)
- Schalungsplatte (2) für die Erstellung von Deckenrand-Abschalungen, mit einer Aussenseite und einer mit flüssigem Beton beim Hinterfüllen in Kontakt zu gelangen bestimmten Innenseite, mit einer oberen und einer unteren Längskante und zwei Stirnkanten, mit zu den Stirnkanten parallel verlaufenden Aufnahmen (6) für einen Schenkel eines Halterungsbügels (4) oder Verbindungsmittels, dadurch gekennzeichnet, dass Kanäle (6) oder Kanäle (6) bildende Aufnahmen (96,128) eine obere und eine untere öffnung aufweisen, wobei mindestens die unteren Öffnungen in einem Abstand (4) zur unteren Längskante (3) des Platte (2) in gleichmässigen Abständen (a) nebeneinander liegen und dass die Anordnung und Ausbildung der Kanäle (6) oder der Kanäle bildenden Aufnahmen (96,128) innerhalb der Platte (2) eine Art Wabenstruktur, welche der Platte (2) eine Steifigkeit vermittelt, bilden.
- Schalungsplatte nach Anspruch 1, dadurch gekennzeichnet, dass der seitliche Abstand (a) der Kanäle (6) ungefähr dem doppelten Abstand (b) der Kanäle (6) von den Oberflächen (3,7) der Platte (2) entspricht und dass zwischen den Oberflächen (3,7) und den Kanälen (6) je mindestens eine parallel zu den Plattenoberflächen und/oder den Längskanten (3,7) verlaufende strang- oder gitterförmige Bewehrung (75) aus Metall, Glas oder Kunststoff eingelegt ist.
- Schalungsplatte nach Anspruch 2, dadurch gekennzeichnet, dass der Durchmesser der Kanäle (6) etwa dem doppelten Abstand (a) der Kanäle (6) entspricht.
- Schalungsplatte nach Anspruch 1, dadurch gekennzeichnet, dass die öffnungen die Endbereiche der Kanäle (6) bilden und beidseitig in einem Abstand (h) von den Längskanten (3,7) von einer parallel zu den Längskanten (3,7) verlaufenden Stufe (53) in der Platte (2) mindestens teilweise seitlich freigelegt sind und dass der Abstand (b) der nicht freigelegten Abschnitte der Kanäle (6) von beiden Plattenoberflächen gleich gross ist.
- Schalungsplatte nach Anspruch 3, dadurch gekennzeichnet, dass der parallel zu den Plattenoberflächen verlaufende Bereich der Stufe (53) in der Mittelebene der Platte (2) verläuft und dass die Kanäle (6) im verdünnten Bereich der Platte (2) halbschalenförmige Ausnehmungen bilden.
- Schalungsplatte nach Anspruch 1, dadurch gekennzeichnet, dass parallel zu den Kanten (3,7) verlaufende, gegebenenfalls gitterförmig angeordnete Schienen (100,122) bzw. Streifen (132a,132b) vorgesehen sind, die miteinander fluchtende öffnungen (96,128) als Aufnahmen für die Halterungsbügel (4) aufweisen und dass die Schienen (100,122) durch in die Platten (2) eingeformte ausgelochten Blechen bestehende Profile gebildet werden.
- Schalungsplatte nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass die Platten (2) an einer Seitenkante (13) mit einem Randprofil und an ihrer gegenüberliegenden Seitenkante mit einem dazu komplementären Gegenprofil zum Zusammenfügen zweier Platten (2) versehen sind (Profile 28,30,32,34,36, 38,40).
- Verwendung der Schalungsplatte (2) nach einem der Ansprüche 1 bis 7, als Aufnahme für einem Ankerteil (41) für einen in Anlage mit der Schalungsplatte (2) zu gelangen bestimmten, als temporäres Verbindungsmittel der Platten (2) dienender Geländerträger (33), mit einer Pfostenaufnahme (21,106) zum Einschieben eines Pfostens (27,110), einer Spannschraube (15,71) zum Verspannen des Geländerträgers (33) an der Schalungsplatte (2) und mit einem an deren Innenseite anzuliegen bestimmten Gegenhalter (29) oder einem Anker (17,41).
- Verwendung nach Anspruch 8, dadurch gekennzeichnet, dass die Spannschraube (15,71) durch die Schalungsplatte (2) hindurchgeführbar und in einem Gewinde am Anker (17,41) verankerbar ist oder dass der Geländerträger (33) h-förmig ausgebildet ist und der kurze Schenkel in den Gegenhalter (29) einsteckbar und, geführt am längeren Schenkel, mit der Spannschraube (71) an der Schalungsplatte (2) verspannbar ist.
- Verwendung nach einem der Ansprüche 8 oder 9, gekennzeichnet durch einen aussen in Anlage mit zwei winkelig zueinander liegenden Schalungsplatten (2) zu gelangen bestimmten, als Eckhalter wirkenden Geländerträger (33), mit einer in einem in einen der Kanäle (6) einschiebbaren Ankerstift (17) geführten Spannschraube (15) und mit einer Pfostenaufnahme (21) zum Einstecken eines Geländerpfostens (27).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19758238 | 1997-12-30 | ||
DE19758238A DE19758238A1 (de) | 1997-12-30 | 1997-12-30 | Schalungssystem |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0927796A1 EP0927796A1 (de) | 1999-07-07 |
EP0927796B1 true EP0927796B1 (de) | 2004-11-17 |
Family
ID=7853587
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98811274A Expired - Lifetime EP0927796B1 (de) | 1997-12-30 | 1998-12-30 | Schalungsplatte und Schalungssystem |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0927796B1 (de) |
AT (1) | ATE282743T1 (de) |
DE (2) | DE19758238A1 (de) |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1079037B1 (de) | 1999-08-20 | 2005-09-28 | System Albanese | Verfahren zur Erstellung einer Deckenrand-Abschalung sowie eine Deckenrand-Abschalung |
DE19939844A1 (de) * | 1999-08-23 | 2001-03-01 | Giulio Albanese | Verbindungselement für Schalungsplatten |
EP1094168B1 (de) | 1999-10-21 | 2007-03-28 | System Albanese | Bügel zum Befestigen und Ausrichten von Deckenrand-Abschalplatten |
FR2802956B1 (fr) * | 1999-12-22 | 2002-08-23 | Claude Letulle | Element de construction, notamment element de rive pour le coffrage peripherique d'une dalle en beton |
DE20020504U1 (de) * | 2000-12-01 | 2002-04-04 | Schoeck Bauteile Gmbh | Schalungselement als verlorene Schalung und mit diesem versehenes Fertigteil |
ATE556186T1 (de) * | 2001-12-24 | 2012-05-15 | System Albanese | Deckenrand-abschalelement für betondecken |
ATE365840T1 (de) * | 2003-02-15 | 2007-07-15 | Heraklith Ag | Verlorener schalungsk rper |
FR2893047B1 (fr) * | 2005-11-10 | 2009-05-15 | Francois Bedos | Bloc de construction pour coffrage de rive. |
EP1947256B1 (de) | 2007-01-17 | 2016-03-23 | Pino Albanese | Abschalungsvorrichtung |
EP1947255B1 (de) | 2007-01-17 | 2019-03-13 | Pino Albanese | Armierung für Abschalungsplatten |
MA34864B1 (fr) * | 2012-07-23 | 2014-02-01 | Serge Michel Paloumet-Bourda | Procédé de construction de poutre de couronnement de quai avec porte à faux |
FR3039183B1 (fr) * | 2015-07-24 | 2018-06-15 | Lesage Developpement | Element de coffrage prefabrique, coffrage obtenu et procede de fabrication d'une dalle d'une construction comportant une reservation traversante delimitee par ledit coffrage |
AT524240B1 (de) * | 2020-09-29 | 2022-06-15 | Harra Stefan | Abschalvorrichtung |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE290547C (de) * | ||||
US1890532A (en) * | 1931-06-08 | 1932-12-13 | Insolo Holding Company | Building block and wall form |
FR1513329A (fr) * | 1966-10-17 | 1968-02-16 | Procédé de construction d'un mur porteur, étanche, isotherme et isophone | |
CA1072766A (en) * | 1978-02-14 | 1980-03-04 | John Rudichuk | Concrete forms |
US4433520A (en) * | 1980-12-15 | 1984-02-28 | Jack Maschhoff | Building wall construction |
DE8127638U1 (de) * | 1981-09-22 | 1982-12-02 | Gemmecke, Walter, 7990 Friedrichshafen | "deckenrandschalung fuer zu giessende gebaeudedecken" |
FR2552472B2 (fr) * | 1983-02-08 | 1985-11-08 | Ott Renaud | Systeme constructif utilisant des coffrages perdus notamment isolants et armes |
ATE23593T1 (de) * | 1983-01-28 | 1986-11-15 | Rhodius Gmbh & Co Kg Geb | Bleibende, waermedaemmende schalung fuer wandkonstruktion. |
DE3346318A1 (de) * | 1983-12-22 | 1985-07-04 | Reinhold 6296 Mengerskirchen Beck | Vorrichtung zur befestigung von schalplatten an einem bauwerk |
CH668797A5 (en) * | 1985-02-21 | 1989-01-31 | Walter Egger | Shuttering member for floor slabs - has plate on shank orthogonal to floor slab, forming front shuttering |
DE8800054U1 (de) * | 1987-11-11 | 1988-03-03 | Mönter, Johannes, 4518 Bad Laer | Vorrichtung zur Halterung von Schalbrettern |
DE8801872U1 (de) * | 1988-02-13 | 1988-04-14 | Mönter, Johannes, 4518 Bad Laer | Vorrichtung zur Halterung von Schalbrettern |
DE4244494C1 (de) * | 1992-12-30 | 1994-09-15 | Baumann Verwertungs Gmbh | Haltevorrichtung zum Halten eines Schalelements |
DE9406863U1 (de) * | 1994-04-25 | 1994-06-30 | Heinrich Wellmeyer Fahrzeugbau GmbH & Co. KG, 49196 Bad Laer | Haltebügel für Deckenbetonierungen |
AU2300595A (en) * | 1994-05-10 | 1995-11-29 | Quad-Lock Building Systems Limited | Insulating concrete form utilizing interlocking foam panels |
DE19523069C5 (de) * | 1995-06-24 | 2007-04-12 | Harald Hagedorn | Verlorenes Schalungsbauteil |
DE19541614C2 (de) * | 1995-10-23 | 2003-02-13 | Manfred Bruer | Deckenabschlußelement als Wand-Deckenübergang |
CH688417A5 (de) * | 1995-10-25 | 1997-09-15 | Pecon Ag | Schalungselement. |
DE29607463U1 (de) * | 1996-04-24 | 1996-08-29 | Hummel, Heinz, 49196 Bad Laer | Schalklammer |
-
1997
- 1997-12-30 DE DE19758238A patent/DE19758238A1/de not_active Withdrawn
-
1998
- 1998-12-30 DE DE59812272T patent/DE59812272D1/de not_active Expired - Lifetime
- 1998-12-30 AT AT98811274T patent/ATE282743T1/de active
- 1998-12-30 EP EP98811274A patent/EP0927796B1/de not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE19758238A1 (de) | 1999-07-29 |
EP0927796A1 (de) | 1999-07-07 |
DE59812272D1 (de) | 2004-12-23 |
ATE282743T1 (de) | 2004-12-15 |
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