EP0891446A1 - Auxiliary device for laying of concrete blocks, in particular - Google Patents

Auxiliary device for laying of concrete blocks, in particular

Info

Publication number
EP0891446A1
EP0891446A1 EP97920632A EP97920632A EP0891446A1 EP 0891446 A1 EP0891446 A1 EP 0891446A1 EP 97920632 A EP97920632 A EP 97920632A EP 97920632 A EP97920632 A EP 97920632A EP 0891446 A1 EP0891446 A1 EP 0891446A1
Authority
EP
European Patent Office
Prior art keywords
molding
concrete
concrete blocks
molding according
laying
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.)
Granted
Application number
EP97920632A
Other languages
German (de)
French (fr)
Other versions
EP0891446B1 (en
Inventor
Karl Kortmann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from DE29622081U external-priority patent/DE29622081U1/en
Application filed by Individual filed Critical Individual
Publication of EP0891446A1 publication Critical patent/EP0891446A1/en
Application granted granted Critical
Publication of EP0891446B1 publication Critical patent/EP0891446B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/50Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
    • E01C19/502Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/221Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/222Raised kerbs, e.g. for sidewalks ; Integrated or portable means for facilitating ascent or descent
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/221Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/223Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/227Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E01C11/229Shallow gutters, i.e. gutters forming a minor pothole
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/003Pavings made of prefabricated single units characterised by material or composition used for beds or joints; characterised by the way of laying
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/002Coverings, the surface of which consists partly of prefabricated units and partly of sections made in situ

Definitions

  • the invention relates to an auxiliary device, in particular for laying concrete blocks, according to the preamble of claim 1.
  • a shaped strip designed in cross-section as a trapezoidal hollow part is provided, the side surface areas of which are provided with a bitumen layer before being positioned in the use position become. After the areas of the concrete road surface cast on both sides have hardened, the molding in the interior is heated and can then be removed from the installed position.
  • Such a molding is associated with a disadvantageously high processing effort, requires cleaning of the joint area after use and is not very flexible to use under different conditions of use.
  • the invention has for its object to provide an auxiliary device for the laying of concrete blocks, in particular, which with reduced effort and simple
  • the auxiliary device according to the invention is provided with a molding, which is designed for the precise and precise formation of spatial gaps with respective function-integrated surface contours on the side surfaces.
  • the molding is formed on the one hand towards the concrete blocks with a holding area and / or a system profiling and on the other hand towards the usable surface, which is formed in particular from cast concrete, with a molded projection, so that with these cross-sectional profiles both the precise positioning of the molding in the installation position, in particular at the edge of a Paving is also possible, and with different joint connection areas to the adjacent usable installation conditions, a quick and flexible profile adjustment is achieved in the area of the molded projection.
  • the molding is made of plastic material, on which an adhesive surface area provided with an adhesive is defined in the area of the longitudinal side surface facing the concrete block, so that precise positioning and positionally stable fixing of the molding in the installed position is possible until the adjacent usable area has hardened.
  • the Molded bar is grasped in its entirety on a handle attachment and removed from the installed position.
  • the remaining joint has an edge profile corresponding to the molded projection, the height of which in relation to the surface of the concrete block can be determined by the molding or the position of the integrated molded projection.
  • the shaped concrete block can be connected directly to the one-piece molding, which is in each case defined as a releasable component on one or more of the side surface areas by means of an adhesive connection or the like, that this molding is jointly with the Concrete block must be handled and placed in the installation position.
  • a cast concrete can be worked on the molding so that the joint and a driving surface are formed on the outside in front of the concrete molding, the front edge-edge profile of which is formed directly by a smooth outer contact surface and the molded projection of the molding.
  • the hardening of the fresh concrete takes place at this contact surface of the cast concrete and the molding and after that the molding can be removed from the smooth contact surface with little effort and without additional aids.
  • the shaped strip consists of a plurality of plastic parts connected by means of adhesive connections which impart different adhesive forces, the outer part, with its contact surface facing the cast concrete, being designed in particular as a dimensionally stable PVC strip. At least this part of the molding can after the above-described positioning of the stone in the installed position and the hardening of the cast concrete, be pulled off in such a way that a precisely and evenly spaced joint is formed between the concrete block and the cast-on driving surface.
  • this auxiliary device which is designed as a multi-part or one-piece molding, an exact parting line can be created with little effort in terms of shape and position, so that even when laying the concrete blocks by little-trained personnel, laying errors at the edge area towards a driving surface are largely excluded and also with faster Laying a sufficient assembly quality is achieved.
  • reliable tightness is achieved in this highly stressed driving area on an overall liquid-tight paving.
  • FIG. 1 is an enlarged detail view of the molding in the multi-part design in the installed position between a concrete block and a driving surface
  • FIG. 2 shows a partially sectioned perspective view of the molding in a second embodiment in the installed position
  • FIG. 8 shows a basic illustration similar to FIG. 1 with the molding according to FIG. 5 or FIG. 6 in the installed position.
  • FIG. 1 a molding strip, designated overall by 1 and effective as a laying auxiliary device, is shown in the installed position, whereby on the one hand a molded concrete block 2 and on the other hand a usable area 3 formed from cast concrete adjoin.
  • the molding 1 is connected to the concrete molding 2 in the area of its first longitudinal side face 4 facing the concrete molding 2 in a connecting plane E and, on the other hand, the molding 1 has a molding projection 6 which merges into the useful surface 3 in the area of its second longitudinal side 5 on.
  • the molding 1 ' is provided in the region of its first longitudinal side surface 4 with a support shoulder 7 which at least partially overlaps the concrete block 2.
  • the molding 1 (FIG. 1), which has a largely arbitrary component length, so that the two components can be positioned together in the laying position.
  • the molding 1 is particularly glued to the outer side surface 8 of the concrete block 2. It is also conceivable for such a molding 1 to be molded into the cast concrete at least in some areas during the shaping of the concrete block 2, so that a particularly stable connection of the laying unit to be transported to the installation site as composite components is achieved.
  • the molding 1 forms an auxiliary device which has an essentially rectangular cross-sectional contour, the outer side surface 5 of the molding 1 in a practical embodiment in the area towards the upper cover surface 11 having an acute-angled triangular shape having molded projection 6 is provided.
  • the molding 1 is designed as a multi-part component which has a foam filler part 14 and an outer molding part 15 next to one another on a lower foam base part 13 in the installed position. These individual layer parts 13, 14 and 15 are connected via a respective adhesive connection A, B, C.
  • the outer molded part 15 is fixed both in the area of its connection A to the base part 13 and the connection B to the filler part 14 with a connection stability that can be released under the effect of a defined tensile force.
  • this molding 1 is cast around, for example, the in-situ concrete forming the driving surface 3, the outer molded part 15 with the molded projection 6 causing the cast concrete to be profiled and this has increased break resistance in the area of the joint edge.
  • the outer molded part 15 can be pulled out of this connection position under the action of tensile forces (arrow F), the comparatively low connection stability in areas A and B being overcome.
  • the filling part 14 is made in an expedient embodiment from an elastic material with a comparatively small thickness D and can be removed from the laying position at the same time as the outer molded part 15, the connection B remaining and the connection E to the stone 2 and the connection C to the Base part 13 are solved. Thereafter, a parting line corresponding to the cross section of the outer molded part 15 is created, which is extremely precisely contoured and can be filled with little effort using a filling material provided, for example, as a sealant.
  • the molding 1 is provided in the connection plane E with a film part 16, which is fixed, for example, to the base part 13 via an adhesive connection 17.
  • this film part 16 creates a predetermined breaking notch in the manner of a leading slot after the cast concrete of the driving surface 3 has hardened, above the material stresses of the adjacent concrete parts while avoiding crack formation in the driving surface be dismantled and thus neither the driving surface 3 nor the joint tightness are adversely affected.
  • the molding 1 ' is shown in a second embodiment, which on the one hand has the joint molding 21 with the molded projection 6 as a one-piece component and on the other hand merges via a connecting zone 22 into the support profile shoulder 7, which in the manner of a cover leg 23 on the one hand rests on the concrete block 2 and on the other hand forms a substantially vertically extending handle leg 24.
  • a grip part 24 ′ corresponding to this grip leg 24 is provided on the filler part 14 in FIG. 1, it also being conceivable to also provide the outer molded part 15 with an approach which simplifies its handling.
  • the molding l 1 is formed on the underside in the region of the cover leg 23 with the adhesive surface area 25, a releasable adhesive connection being provided at this point, for example. It is also conceivable that the adhesive surface area 25 takes up the entire length of the support projection 7 or, similarly to the embodiment according to FIG. 1, the adhesive surface is provided on the side surface 4.
  • the molding 1 ' has, in an expedient configuration, on its side surface 4 directed towards the shaped concrete block 2 a profiling of the connecting zone 22 corresponding to a chamfer 27 or the like Pulling off the molding 1 'remains in the joint, similar to the embodiment according to FIG. 1.
  • the molded strip 1 ' is preferably provided with a horizontally extending upper pull-off surface 26 on the top surface 11.
  • This contour 26 can advantageously be used in the production of the usable surface 3 from cast concrete as a reference edge for a tool (not shown) provided for removing the cast concrete.
  • H and K FIG. 3, FIG.
  • moldings 1, 1 ' can be dimensioned differently in the area of the handle parts 24, 24' and / or the cover leg 23, it being conceivable to replace the handle part with a groove profile for an auxiliary tool (not shown) that can be inserted into it for pulling off , or to provide the cover leg 23 with a profile attachment 28 which engages behind the surface contour 27 '(FIG. 4) of the shaped concrete block 2 in the manner of an abutment.
  • the film part 16 'located at the lower edge region of the molding 1' is additionally connected to the base part 13 'via an adhesive layer 30 (FIG. 2) forming an upper adhesive zone 31, with which in a lower region of the side surface 8 there is simultaneously a connection of the film part 16' to the concrete block 2 via a second adhesive zone 32 is formed.
  • the side surface 8 is thus covered above this second adhesive zone 32 up to a vertical region 8 ', the chamfer region 27 and the adhesive surface region 25 in such a way that contamination of the concrete block 2 is largely avoided in this region and when the usable surface 3 is cast on a clean joint is formed.
  • the handle part 24 is effective in the manner of a flow wall in this manufacturing phase and thus the cleanliness in the area of the stone top is guaranteed even under rough operating conditions when the usable surface 3 is cast on.
  • FIGS. 5 to 7 show respective end views of the cross-sectional design of further molding strips 101, 101 ', 201, which are provided in the region of their longitudinal side surfaces 4' and 5 'with a support profile 40, 41 and 42, respectively, having shape recesses.
  • a liquid concrete can be introduced into the profiles when producing a concrete block 2 '(FIG. 8) or when pouring the usable surface 3, so that it forms an inseparable connection with the respective molding 101, 101', 201 after hardening.
  • the support profiles 40, 41 are provided with a plurality of groove profiles 43 which merge towards the bottom region of the molding 101, 101 'into a molding 44, 44' forming the laying gap and in which 7, the support profile 42 is provided only in the region of the longitudinal side surface 4 ', this with a individual arch groove 46 is designed in the manner of an abutment, which merges into a shaped shoulder 45 on the bottom side.
  • the molding strips 101, 101 'according to FIGS. 5 and 6 are provided with a respective division zone 47 above their support profiles 40 and 41, so that the molding strips 101, 101' (FIG. 8) in the installed position are in the loading area
  • This zone 47 provided as a predetermined breaking line can be separated under the effect of the tensile force F introduced via the handle part 24 'and the upper part 15' of the molding 101, 101 'can be pulled out of the installed position, while the lower part 13 'is fixed to the concrete with the respective support profiles 40, 41, 42 in a connecting position.
  • a slot 48 is provided as the dividing zone, so that the molding 201 can be separated in a residual connecting region 49 under the action of the tensile force F and then this upper part 15 'of the molding 201 is removable.
  • the lower part 13' remains in the manner of an elastic intermediate part in the bottom region of a joint formed above it (not shown).
  • This joint can be poured out with a sealant, for example a plastic that is elastic after hardening, in such a way that it forms an adhesive connection with the concrete material in the region of the side surface 5 and the connection surface E 'and also in the region of zone 47 on the lower part 13 is liable.
  • the sealant is fixed in the manner of a two-flank adhesion in such a way that relative movements of the stone 2 'to the useful Surface 3 can be compensated for without damaging the joint seal and contact with the side surface E 'of the stone 2' and the cast-on side surface 5 is reliably avoided in the case of high surface loads by the part 13 'acting as a buffer (FIG. 8).
  • the molding strips 101 and 101 ' are shown in the connecting position with the molded block 2' and the usable surface 3, it being possible in particular for the connecting surfaces E 'and E 1 ' towards the block 2 'to be formed as a result that during the production of the concrete block 2 'in its casting mold (not shown), the two molding strips 101, 101' are inserted and these harden together with the cast concrete to form the concrete block 2 'in such a way that the two parts can then be removed as a composite part, these can be fed to drying and hardening of the stone 2 and can be transported together to the installation location. It is also conceivable to provide the mold line 101, 101 ', 201 as one-piece frame parts which encompass the concrete block 2' on all sides in the bonded position during and after pouring.
  • the concrete block 2 ' is protected from drying out on one side during the drying phase and disadvantageous crack formation, for example due to uneven setting of the cast concrete, can be prevented.
  • the molding strips 101, 101 ', 201 located on the shaped concrete block 2' form a protective element with which, in particular, the edges of the stone 2 'which are at risk of breakage are protected against damage.

Abstract

The invention relates to an auxiliary device for laying of concrete blocks, in particular, which is provided with a moulded strip (1; 1') which can be placed between a paving surface edge (2) and an adjacent effective area (3) and after removal leaves a separating line. The moulded strip (1; 1'; 101; 101'; 201) has in the region of its first longitudinal side surface (4; 4') directed towards the concrete blocks (2; 2'; 2"), and/or on the second longitudinal side surface (5; 5') facing the effective surface (3) a contact section (6; 7) providing the fitting position.

Description

Hilfsvorrichtung für eine Verlegung von insbesondere Auxiliary device for laying in particular
BetonformsteinenConcrete blocks
Die Erfindung betrifft eine Hilfsvorrichtung, inbesondere für eine Verlegung von Betonformsteinen, gemäß dem Oberbe¬ griff des Anspruches 1.The invention relates to an auxiliary device, in particular for laying concrete blocks, according to the preamble of claim 1.
Bei einer bekannten Vorrichtung dieser Art (DE-PS 632 734) ist zur Herstellung von Raumfugen in insbesondere Beton¬ straßendecken eine im Querschnitt als ein trapezförmiges Hohlteil ausgebildete Formleiste vorgesehen, deren Seiten¬ flächenbereiche vor der Positionierung in der Gebrauchs¬ stellung mit einer Bitumenschicht versehen werden. Nach dem Aushärten der beidseitig angegossenen Bereiche der Be¬ tonstraßendecke wird die Formleiste im Innenraum erwärmt und kann danach aus der Einbaulage gelöst werden. Eine derartige Formleiste ist mit einem nachteilig hohen Verarbeitungsaufwand verbunden, erfordert nach der Anwen¬ dung eine Säuberung des Fugenbereiches und ist für unter¬ schiedliche Einsatzbedingungen wenig flexibel anwendbar.In a known device of this type (DE-PS 632 734), for the production of room joints in in particular concrete street ceilings, a shaped strip designed in cross-section as a trapezoidal hollow part is provided, the side surface areas of which are provided with a bitumen layer before being positioned in the use position become. After the areas of the concrete road surface cast on both sides have hardened, the molding in the interior is heated and can then be removed from the installed position. Such a molding is associated with a disadvantageously high processing effort, requires cleaning of the joint area after use and is not very flexible to use under different conditions of use.
Der Erfindung liegt die Aufgabe zugrunde, eine Hilfsvor¬ richtung für die Verlegung von insbesondere Betonform¬ steinen zu schaffen, die bei verringertem Aufwand und ein-The invention has for its object to provide an auxiliary device for the laying of concrete blocks, in particular, which with reduced effort and simple
BESTATIGUNGSKOPIE facher Handhabung die Bildung unterschiedlicher Quer- schnittsformen der Trennfuge mit hoher Formgenauigkeit und ohne Nacharbeiten ermöglicht.CONFIRMATION COPY Easy handling enables the formation of different cross-sectional shapes of the parting line with high dimensional accuracy and without reworking.
Die Erfindung löst diese Aufgabe mit einer Hilfsvorrich¬ tung mit den Merkmalen des Anspruches 1. Bezüglich wesent¬ licher weiterer Ausgestaltungen wird auf die Ansprüche 2 bis 16 verwiesen.The invention solves this problem with an auxiliary device with the features of claim 1. With regard to further essential configurations, reference is made to claims 2 to 16.
Die erfindungsgemäße Hilfsvorrichtung ist mit einer Form¬ leiste versehen, die zur läge- und formgenauen Raumfugen¬ bildung mit jeweilige funktionsintegrierte Oberflächen¬ konturen darbietenden Seitenflächen ausgebildet ist. Die Formleiste ist einerseits zu den Betonformsteinen hin mit einem Haltebereich und/oder einer Anlageprofilierung und andererseits zu der insbesondere aus Gießbeton gebildeten Nutzfläche hin mit einem Formvorsprung ausgebildet, so daß mit diesen Querschnittsprofilen sowohl die lagegenaue Festlegung der Formleiste in der Einbaulage, insbesondere am Rand einer Pflasterung, möglich ist als auch, bei jeweils unterschiedlichen Fugen-Verbindungsbereiche zur angrenzenden Nutzfläche erfordernden Einbaubedingungen, eine schnelle und flexible Profilanpassung im Bereich des Formvorsprungs erreicht wird.The auxiliary device according to the invention is provided with a molding, which is designed for the precise and precise formation of spatial gaps with respective function-integrated surface contours on the side surfaces. The molding is formed on the one hand towards the concrete blocks with a holding area and / or a system profiling and on the other hand towards the usable surface, which is formed in particular from cast concrete, with a molded projection, so that with these cross-sectional profiles both the precise positioning of the molding in the installation position, in particular at the edge of a Paving is also possible, and with different joint connection areas to the adjacent usable installation conditions, a quick and flexible profile adjustment is achieved in the area of the molded projection.
In zweckmäßiger Ausführung besteht die Formleiste aus Kunststoffmaterial, an dem im Bereich der zum Betonform- stein gerichteten Längsseitenfläche ein mit einem Kleb¬ stoff versehener Haftflächenbereich definiert ist, so daß eine genaue Positionierung und lagestabile Fixierung der Formleiste in der Einbaulage so lange möglich ist, bis die angrenzende Nutzfläche ausgehärtet ist. Danach wird die Formleiste insgesamt an einem Griffansatz erfaßt und aus der Einbaulage abgezogen. Die verbleibende Fuge weist zur Nutzfläche hin eine dem Formvorsprung entsprechende Rand- profilierung auf,wobei deren Höhenlage im Verhältnis zur Oberfläche des Betonformsteins durch die Formleiste bzw. die Lage des integrierten Formvorsprungs bestimmt werden kann.In an expedient embodiment, the molding is made of plastic material, on which an adhesive surface area provided with an adhesive is defined in the area of the longitudinal side surface facing the concrete block, so that precise positioning and positionally stable fixing of the molding in the installed position is possible until the adjacent usable area has hardened. After that the Molded bar is grasped in its entirety on a handle attachment and removed from the installed position. The remaining joint has an edge profile corresponding to the molded projection, the height of which in relation to the surface of the concrete block can be determined by the molding or the position of the integrated molded projection.
In vorteilhafter Ausführung kann der Betonformstein un¬ mittelbar mit der einstückigen Formleiste verbunden sein, die jeweils als ein lösbares Bauteil an einer oder mehre¬ ren der Seitenflächenbereichen so über eine Klebeverbin¬ dung oder dgl. festgelegt ist, daß diese Formleiste ge¬ meinsam mit dem Betonformstein zu handhaben ist und in die Einbaulage verbracht wird. Danach kann insbesondere ein Gießbeton so an die Formleiste angearbeitet werden, daß außenseitig vor dem Betonformstein die Fuge und eine Fahr¬ fläche gebildet sind, wobei deren stirnseitiges Kanten- Randprofil unmittelbar von einer glatten äußeren An¬ lagefläche und dem Formvorsprung der Formleiste geformt wird. An dieser Berührungsfläche von Gießbeton und Formleiste erfolgt die Aushärtung des Frischbetons und da¬ nach kann die Formleiste an der glatten Anlagefläche mit geringem Aufwand und ohne zusätzliche Hilfsmittel abge¬ zogen werden.In an advantageous embodiment, the shaped concrete block can be connected directly to the one-piece molding, which is in each case defined as a releasable component on one or more of the side surface areas by means of an adhesive connection or the like, that this molding is jointly with the Concrete block must be handled and placed in the installation position. Thereafter, in particular, a cast concrete can be worked on the molding so that the joint and a driving surface are formed on the outside in front of the concrete molding, the front edge-edge profile of which is formed directly by a smooth outer contact surface and the molded projection of the molding. The hardening of the fresh concrete takes place at this contact surface of the cast concrete and the molding and after that the molding can be removed from the smooth contact surface with little effort and without additional aids.
Die Formleiste besteht in zweckmäßiger Ausführung aus mehreren, über unterschiedliche Haftkräfte vermittelnde Klebeverbindungen verbundenen Kunststoffteilen, wobei der äußere, mit seiner Anlagefläche zum Gießbeton gerichtete Teil insbesondere als eine formstabile PVC-Leiste ausgebildet ist. Zumindest dieser Teil der Formleiste kann nach der vorbeschriebenen Positionierung des Steines in der Einbaulage und dem Aushärten des Gießbetons so abge¬ zogen werden, daß eine formgenaue und gleichmäßige Trennfuge zwischen dem Betonformstein und der angegossenen Fahrfläche gebildet wird.In an expedient embodiment, the shaped strip consists of a plurality of plastic parts connected by means of adhesive connections which impart different adhesive forces, the outer part, with its contact surface facing the cast concrete, being designed in particular as a dimensionally stable PVC strip. At least this part of the molding can after the above-described positioning of the stone in the installed position and the hardening of the cast concrete, be pulled off in such a way that a precisely and evenly spaced joint is formed between the concrete block and the cast-on driving surface.
Mit dieser als mehrteilige oder einstückige Formleiste ausgebildeten Hilfsvorrichtung kann eine exakte Trennfuge mit geringem Aufwand form- und lagegenau erzeugt werden, so daß auch bei Verlegung der Betonformsteine von wenig geschultem Personal Verlege-Fehler am Randbereich zu einer Fahrfläche hin weitgehend ausgeschlossen sind und auch bei schneller Verlegung eine hinreichende Montagequalität er¬ reicht wird. Nach der anschließenden Verfüllung der Trenn¬ fuge, beispielsweise mit einem elastischen Kunststoff¬ material als Dichtungsmittel, ist eine zuverlässige Dich¬ tigkeit in diesem hochbelasteten Fahrbereich auf einer insgesamt flüssigkeitsdichten Pflasterung erreicht.With this auxiliary device, which is designed as a multi-part or one-piece molding, an exact parting line can be created with little effort in terms of shape and position, so that even when laying the concrete blocks by little-trained personnel, laying errors at the edge area towards a driving surface are largely excluded and also with faster Laying a sufficient assembly quality is achieved. After the subsequent filling of the parting line, for example with an elastic plastic material as a sealant, reliable tightness is achieved in this highly stressed driving area on an overall liquid-tight paving.
Weitere Einzelheiten und Vorteile der Erfindung ergeben sich aus der nachfolgenden Beschreibung und der Zeichnung, die zwei Ausführungsbeispiele der erfindungsgemäßen Form¬ leiste veranschaulichen. In der Zeichnung zeigen:Further details and advantages of the invention result from the following description and the drawing, which illustrate two exemplary embodiments of the molding according to the invention. The drawing shows:
Fig. 1 eine vergrößerte Ausschnittsdarstellung der in Einbaulage zwischen einem Betonformstein und einer Fahrfläche befindlichen Formleiste in mehrteiliger Ausführung,1 is an enlarged detail view of the molding in the multi-part design in the installed position between a concrete block and a driving surface,
Fig. 2 eine teilweise geschnittene Perspektivdar- εtellung der Formleiste in einer zweiten Ausführungsform in Einbaulage, Fig . 3 und2 shows a partially sectioned perspective view of the molding in a second embodiment in the installed position, Fig. 3 and
Fig. 4 jeweilige Seitenansichten der Formleiste ähnlich Fig. 2 mit unterschiedlichen Profi¬ lierungen an den Seitenflächen der Form¬ leiste,4 respective side views of the molding bar similar to FIG. 2 with different profiles on the side surfaces of the molding bar,
Fig. 5 bis5 to
Fig. 7 jeweilige Ausführungsformen der Formleiste mit einer Stützprofilierung an den Längssei¬ tenflächen, und7 respective embodiments of the molding with a support profile on the longitudinal side surfaces, and
Fig. 8 eine Prinzipdarstellung ähnlich Fig. 1 mit der Formleiste gemäß Fig. 5 bzw. Fig. 6 in Einbaulage.8 shows a basic illustration similar to FIG. 1 with the molding according to FIG. 5 or FIG. 6 in the installed position.
In Fig. 1 ist eine insgesamt mit 1 bezeichnete und als Verlege-Hilfsvorrichtung wirksame Formleiste in Einbaulage dargestellt, wobei einerseits ein Betonformstein 2 und andererseits eine aus Gießbeton gebildete Nutzfläche 3 an¬ grenzen. Die Formleiste 1 ist im Bereich ihrer zu den Be¬ tonformsteinen 2 gerichteten ersten Längsseitenfläche 4 in einer Verbindungsebene E mit dem Betonformstein 2 verbun¬ den und andererseits weist die Formleiste 1 im Bereich ihrer zweiten Längsseitenfläche 5 einen in die Nutz¬ fläche 3 übergehenden Formvorsprung 6 auf. In der Ausfüh¬ rungsform gemäß Fig. 2 bis Fig. 4 ist die Formleiste 1' im Bereich ihrer ersten Längsseitenfläche 4 mit einem Stütz¬ ansatz 7 versehen, der den Betonformstein 2 zumindest be¬ reichsweise übergreift. Für eine schnelle Verlegung der Betonformεteine 2 können diese in einer vorteilhaften Ausführung unmittelbar mit der eine weitgehend beliebige Bauteillänge ausweisenden Formleiste 1 (Fig. 1) verbunden sein, so daß die beiden Bauteile gemeinsam in der Verlegestellung positionierbar sind. Die Formleiste 1 ist dabei insbesondere mit der äußeren Seitenfläche 8 des Betonformsteines 2 verklebt . Ebenso ist denkbar, bei der Formung des Betonformsteins 2 eine derartige Formleiste 1 zumindest bereichsweise in den Gießbeton einzuformen, so daß eine besonders stabile Verbindung dieser als Verbundbauteile zum Verlegeort zu transportierenden Verlegeeinheit erreicht ist .In FIG. 1, a molding strip, designated overall by 1 and effective as a laying auxiliary device, is shown in the installed position, whereby on the one hand a molded concrete block 2 and on the other hand a usable area 3 formed from cast concrete adjoin. The molding 1 is connected to the concrete molding 2 in the area of its first longitudinal side face 4 facing the concrete molding 2 in a connecting plane E and, on the other hand, the molding 1 has a molding projection 6 which merges into the useful surface 3 in the area of its second longitudinal side 5 on. In the embodiment according to FIGS. 2 to 4, the molding 1 'is provided in the region of its first longitudinal side surface 4 with a support shoulder 7 which at least partially overlaps the concrete block 2. For rapid laying of the concrete blocks 2, in an advantageous embodiment, these can be connected directly to the molding 1 (FIG. 1), which has a largely arbitrary component length, so that the two components can be positioned together in the laying position. The molding 1 is particularly glued to the outer side surface 8 of the concrete block 2. It is also conceivable for such a molding 1 to be molded into the cast concrete at least in some areas during the shaping of the concrete block 2, so that a particularly stable connection of the laying unit to be transported to the installation site as composite components is achieved.
Die Formleiste 1 (Fig. 1) bildet dabei eine Hilfsvorrich¬ tung, die eine im wesentliche rechteckige Querschnitts¬ kontur aufweist, wobei in zweckmäßiger Ausführung die äußere Seitenfläche 5 der Formleiste 1 im Bereich zur oberen Deckfläche 11 hin mit dem eine spitzwinklige Drei¬ ecksform aufweisenden Formvorsprung 6 versehen ist. Die Formleiste 1 ist in dieser ersten Ausführung als ein mehr¬ teiliges Bauteil ausgebildet, das auf einem in Einbaulage unteren Schaumstoff-Basisteil 13 nebeneinander sowohl einen Schaumstoff-Füllteil 14 als auch ein Außenform¬ teil 15 aufweist. Diese einzelnen Lagenteile 13, 14 und 15 sind dabei über eine jeweilige Klebeverbindung A, B, C verbunden. Von funktionaler Bedeutung ist dabei, daß das Außenformteil 15 sowohl im Bereich seiner Verbindung A zum Basisteil 13 als auch der Verbindung B zum Füllteil 14 hin mit einer unter Wirkung einer definierten Zugkraft lös¬ baren Verbindungsstabilität festgelegt ist. In der Einbaulage gemäß Fig. 1 wird diese Formleiste 1 beispielsweise von dem die Fahrfläche 3 bildenden Ortbeton umgössen, wobei der Außenformteil 15 mit dem Formvor¬ sprung 6 eine Profilierung des Gießbetons bewirkt und dieser im Bereich der Fugenkante eine erhöhte Bruchsi¬ cherheit aufweist. Nach der Aushärtung des Gießbetons kann das Außenformteil 15 aus dieser Verbindungsstellung unter Wirkung von Zugkräften (Pfeil F) herausgezogen werden, wobei die vergleichsweise geringe Verbindungsstabilität in den Bereichen A und B überwunden wird.The molding 1 (FIG. 1) forms an auxiliary device which has an essentially rectangular cross-sectional contour, the outer side surface 5 of the molding 1 in a practical embodiment in the area towards the upper cover surface 11 having an acute-angled triangular shape having molded projection 6 is provided. In this first embodiment, the molding 1 is designed as a multi-part component which has a foam filler part 14 and an outer molding part 15 next to one another on a lower foam base part 13 in the installed position. These individual layer parts 13, 14 and 15 are connected via a respective adhesive connection A, B, C. It is of functional importance that the outer molded part 15 is fixed both in the area of its connection A to the base part 13 and the connection B to the filler part 14 with a connection stability that can be released under the effect of a defined tensile force. In the installed position according to FIG. 1, this molding 1 is cast around, for example, the in-situ concrete forming the driving surface 3, the outer molded part 15 with the molded projection 6 causing the cast concrete to be profiled and this has increased break resistance in the area of the joint edge. After the cast concrete has hardened, the outer molded part 15 can be pulled out of this connection position under the action of tensile forces (arrow F), the comparatively low connection stability in areas A and B being overcome.
Der Füllteil 14 ist in zweckmäßiger Ausführung aus einem elastischen Material mit vergleichsweise geringer Dicke D gefertigt und kann gleichzeitig mit dem Außenformteil 15 aus der Verlegestellung entfernt werden, wobei die Ver¬ bindung B bestehen bleibt und die Verbindung E zum Stein 2 und die Verbindung C zum Basisteil 13 gelöst werden. Danach ist eine dem Querschnitt des Außenformteils 15 entsprechende Trennfuge geschaffen, die überaus exakt konturiert ist und mit geringem Aufwand mit einem bei¬ spielsweise als Dichtmittel vorgesehenen Füllmaterial ge¬ füllt werden kann.The filling part 14 is made in an expedient embodiment from an elastic material with a comparatively small thickness D and can be removed from the laying position at the same time as the outer molded part 15, the connection B remaining and the connection E to the stone 2 and the connection C to the Base part 13 are solved. Thereafter, a parting line corresponding to the cross section of the outer molded part 15 is created, which is extremely precisely contoured and can be filled with little effort using a filling material provided, for example, as a sealant.
Im Bereich des Basisteils 13 ist die Formleiste 1 in der Verbindungsebene E mit einem Folienteil 16 versehen, das beispielsweise über eine Klebeverbindung 17 am Basis¬ teil 13 festgelegt ist. In der dargestellten Verlegestel¬ lung ist mit diesem Folienteil 16 eine nach Aushärtung des Gießbetons der Fahrfläche 3 wirksame Sollbruchkerbe nach Art eines vorauseilenden Schlitzes geschaffen, über den Materialspannungen der aneinanderliegenden Betonteile unter Vermeidungen von Rißbildungen in der Fahr-Oberflache abgebaut werden und damit weder die Fahrfläche 3 noch die Fugendichtigkeit nachteilig beeinflußt sind.In the area of the base part 13, the molding 1 is provided in the connection plane E with a film part 16, which is fixed, for example, to the base part 13 via an adhesive connection 17. In the laying position shown, this film part 16 creates a predetermined breaking notch in the manner of a leading slot after the cast concrete of the driving surface 3 has hardened, above the material stresses of the adjacent concrete parts while avoiding crack formation in the driving surface be dismantled and thus neither the driving surface 3 nor the joint tightness are adversely affected.
In Fig. 2 bis 4 ist die Formleiste 1' in einer zweiten Ausführungsform dargestellt, die als einstückiges Bauteil einerseits den Fugenformteil 21 mit dem Formvorsprung 6 aufweist und andererseits über eine Verbindungszone 22 in den Stützprofilansatz 7 übergeht, der nach Art eines Deck¬ schenkels 23 einerseits auf dem Betonformstein 2 aufliegt und andererseits einen sich im wesentlichen vertikal er¬ streckenden GriffSchenkel 24 bildet. Ein diesem GriffSchenkel 24 entsprechender Griffteil 24 ' ist in Fig. 1 am Füllteil 14 vorgesehen, wobei ebenso denkbar ist, das Außenformteil 15 ebenfalls mit einem dessen Hand¬ habung vereinfachenden Ansatz zu versehen.2 to 4, the molding 1 'is shown in a second embodiment, which on the one hand has the joint molding 21 with the molded projection 6 as a one-piece component and on the other hand merges via a connecting zone 22 into the support profile shoulder 7, which in the manner of a cover leg 23 on the one hand rests on the concrete block 2 and on the other hand forms a substantially vertically extending handle leg 24. A grip part 24 ′ corresponding to this grip leg 24 is provided on the filler part 14 in FIG. 1, it also being conceivable to also provide the outer molded part 15 with an approach which simplifies its handling.
In zweckmäßiger Ausführung ist die Formleiste l1 im Be¬ reich des Deckschenkels 23 unterseitig mit dem Haftflä¬ chenbereich 25 ausgebildet, wobei an dieser Stelle bei¬ spielsweise eine lösbare Klebeverbindung vorgesehen ist . Ebenso ist denkbar, daß der Haftflächenbereich 25 die ge¬ samte Länge des Stützansatzes 7 einnimmt oder ähnlich der Ausführung gemäß Fig. 1 die Haftfläche an der Seitenfläche 4 vorgesehen ist.In an expedient embodiment, the molding l 1 is formed on the underside in the region of the cover leg 23 with the adhesive surface area 25, a releasable adhesive connection being provided at this point, for example. It is also conceivable that the adhesive surface area 25 takes up the entire length of the support projection 7 or, similarly to the embodiment according to FIG. 1, the adhesive surface is provided on the side surface 4.
Die Formleiste 1' weist in zweckmäßiger Ausbildung auf ihrer zum Betonformstein 2 gerichteten Seitenfläche 4 eine einer Fase 27 oder dgl. Steinkontur entsprechende Profi¬ lierung der Verbindungszone 22 auf und unterhalb des Fugenformteiles 21 kann ein zusätzliches Basisteil 13 vor¬ gesehen sein, das nach dem Abziehen der Formleiste 1' ähn¬ lich der Ausführung gemäß Fig. 1 in der Fuge verbleibt. Im Bereich des zur angrenzenden Nutzfläche 3 gerichteten Formvorsprunges 6 ist die Formleiste 1 ' vorzugsweise mit einer waagerecht verlaufenden oberen Abziehfläche 26 an der Deckfläche 11 versehen. Diese Kontur 26 ist bei der Herstellung der Nutzfläche 3 aus Gießbeton vorteilhaft als Bezugskante für ein zum Abziehen des Gießbetons vorge¬ sehenes Werkzeug (nicht dargestellt) nutzbar. Mit unter¬ schiedlichen Abstandsmaßen H und K (Fig. 3, Fig. 4) , be¬ zogen auf eine mit einer Strich-Punktlinie dargestellte mittlere Verlegeebene L, sind unterschiedliche Varianten einer Höhenanpassung der Abziehfläche 26 (bzw. der gleich- ebenig mit dieser verlaufenden Nutzfläche 3) an die Ober¬ seite 27 des Betonformsteines 2 dargestellt. Mit der Formleiste 1 und deren weitgehend variable Querschnitts¬ profilgestaltung ist die vorgesehene Höhenlage der Nutz¬ fläche 3 zum Betonformstein 2 hin mit hoher Genauigkeit erreichbar, wobei gleichzeitig die Einbaubedingungen wesentlich vereinfacht sind.The molding 1 'has, in an expedient configuration, on its side surface 4 directed towards the shaped concrete block 2 a profiling of the connecting zone 22 corresponding to a chamfer 27 or the like Pulling off the molding 1 'remains in the joint, similar to the embodiment according to FIG. 1. In the region of the molded projection 6 directed towards the adjacent usable surface 3, the molded strip 1 'is preferably provided with a horizontally extending upper pull-off surface 26 on the top surface 11. This contour 26 can advantageously be used in the production of the usable surface 3 from cast concrete as a reference edge for a tool (not shown) provided for removing the cast concrete. With different spacing dimensions H and K (FIG. 3, FIG. 4), with reference to a central laying plane L shown with a dash-dot line, there are different variants of a height adjustment of the pull-off surface 26 (or that of the same level with this) extending usable area 3) on the upper side 27 of the concrete block 2. With the molding 1 and its largely variable cross-sectional profile design, the intended height of the usable surface 3 towards the concrete block 2 can be achieved with high accuracy, while at the same time the installation conditions are considerably simplified.
Die vorbeschriebenen Formleisten 1, 1' können im Bereich der Griffteile 24, 24' und/oder des Deckschenkels 23 unterschiedlich dimensioniert sein, wobei denkbar ist, den Griffteil auch durch eine Nutprofilierung für ein in diese einführbares Hilfswerkzeug (nicht dargestellt) zum Abziehen zu ersetzen, oder den Deckschenkel 23 mit einem die Oberflächenkontur 27' (Fig. 4) des Betonformsteins 2 nach Art eines Widerlagers hintergreifenden Profilan¬ satz 28 zu versehen.The above-described moldings 1, 1 'can be dimensioned differently in the area of the handle parts 24, 24' and / or the cover leg 23, it being conceivable to replace the handle part with a groove profile for an auxiliary tool (not shown) that can be inserted into it for pulling off , or to provide the cover leg 23 with a profile attachment 28 which engages behind the surface contour 27 '(FIG. 4) of the shaped concrete block 2 in the manner of an abutment.
In einer vorteilhaften Ausführung ist das am unteren Rand¬ bereich der Formleiste 1' befindliche Folienteil 16' zu- sätzlich mit dem Basisteil 13' über eine eine obere Klebe¬ zone 31 bildenden Klebeschicht 30 (Fig. 2) verbunden, mit der in einem unteren Bereich der Seitenfläche 8 gleich¬ zeitig eine Verbindung des Folienteils 16' mit dem Beton¬ formstein 2 über eine zweite Klebezone 32 gebildet ist. Damit ist die Seitenfläche 8 oberhalb dieser zweiten Klebezone 32 bis zu einem Vertikalbereich 8', dem Fasen¬ bereich 27 und dem Haftflächenbereich 25 hin so abgedeckt, daß in diesem Bereich eine Verunreinigung des Betonform¬ steins 2 weitgehend vermieden ist und beim Angießen der Nutzfläche 3 eine saubere Fuge geformt wird. Gleichzeitig ist der Griffteil 24 nach Art eines Fließwalls in dieser Herstellungsphase wirksam und damit die Sauberkeit im Be¬ reich der Steinoberseite auch unter rauhen Betriebsbedin¬ gungen beim Angießen der Nutzfläche 3 gewährleistet.In an advantageous embodiment, the film part 16 'located at the lower edge region of the molding 1' is additionally connected to the base part 13 'via an adhesive layer 30 (FIG. 2) forming an upper adhesive zone 31, with which in a lower region of the side surface 8 there is simultaneously a connection of the film part 16' to the concrete block 2 via a second adhesive zone 32 is formed. The side surface 8 is thus covered above this second adhesive zone 32 up to a vertical region 8 ', the chamfer region 27 and the adhesive surface region 25 in such a way that contamination of the concrete block 2 is largely avoided in this region and when the usable surface 3 is cast on a clean joint is formed. At the same time, the handle part 24 is effective in the manner of a flow wall in this manufacturing phase and thus the cleanliness in the area of the stone top is guaranteed even under rough operating conditions when the usable surface 3 is cast on.
In Fig. 5 bis 7 zeigen jeweilige Stirnansichten die Quer¬ schnittsgestaltung weiterer Formleisten 101, 101', 201, die im Bereich ihrer Längsseitenflächen 4' bzw. 5' mit einer Formausnehmungen aufweisenden Stützprofilierung 40, 41 bzw. 42 versehen sind. In die Profilierungen ist bei Herstellung eines Betonformsteines 2' (Fig. 8) oder beim Gießen der Nutzfläche 3 ein Flüssigbeton einbringbar, so daß dieser nach dem Aushärten eine unlösbare Verbindung mit der jeweiligen Formleiste 101, 101' , 201 bildet. In den Ausführungsformen gemäß Fig. 5 und Fig. 6 sind die Stützprofilierungen 40, 41 mit mehreren Nutprofilen 43 versehen, die zum bodenseitigen Bereich der Formleiste 101, 101 ' hin in eine den Verlegespalt bildenden Forman¬ satz 44, 44' übergehen und in der Ausführungsform gemäß Fig. 7 ist die Stützprofilierung 42 nur im Bereich der Längsseitenfläche 4' vorgesehen, wobei diese mit einer einzelnen Bogennut 46 nach Art eines Widerlagers ausgebil¬ det ist, die bodenseitig in einen Formansatz 45 übergeht.5 to 7 show respective end views of the cross-sectional design of further molding strips 101, 101 ', 201, which are provided in the region of their longitudinal side surfaces 4' and 5 'with a support profile 40, 41 and 42, respectively, having shape recesses. A liquid concrete can be introduced into the profiles when producing a concrete block 2 '(FIG. 8) or when pouring the usable surface 3, so that it forms an inseparable connection with the respective molding 101, 101', 201 after hardening. In the embodiments according to FIGS. 5 and 6, the support profiles 40, 41 are provided with a plurality of groove profiles 43 which merge towards the bottom region of the molding 101, 101 'into a molding 44, 44' forming the laying gap and in which 7, the support profile 42 is provided only in the region of the longitudinal side surface 4 ', this with a individual arch groove 46 is designed in the manner of an abutment, which merges into a shaped shoulder 45 on the bottom side.
Die Formleisten 101, 101' gemäß Fig. 5 und Fig. 6 sind oberhalb ihrer Stützprofilierungen 40 bzw. 41 mit einer jeweiligen Teilungszone 47 versehen, so daß die in Einbau¬ lage befindlichen Formleisten 101, 101' (Fig. 8) im Be¬ reich dieser als Sollbruchlinie vorgesehenen Zone 47 unter Wirkung der über den Griffteil 24 ' eingeleiteten Zug¬ kraft F getrennt werden können und der obere Teil 15' der Formleiste 101, 101' jeweils aus der Einbaulage herausge¬ zogen werden kann, während der untere Teil 13' mit den jeweiligen Stützprofilierungen 40, 41, 42 in einer Verbin¬ dungstellung am Beton fixiert ist. In der Ausführungsform gemäß Fig. 7 ist als Teilungszone ein Schlitz 48 vorgese¬ hen, so daß die Formleiste 201 unter Wirkung der Zug¬ kraft F in einem Rest-Verbindungsbereich 49 getrennt werden kann und danach dieser obere Teil 15' der Form¬ leiste 201 abziehbar ist.The molding strips 101, 101 'according to FIGS. 5 and 6 are provided with a respective division zone 47 above their support profiles 40 and 41, so that the molding strips 101, 101' (FIG. 8) in the installed position are in the loading area This zone 47 provided as a predetermined breaking line can be separated under the effect of the tensile force F introduced via the handle part 24 'and the upper part 15' of the molding 101, 101 'can be pulled out of the installed position, while the lower part 13 'is fixed to the concrete with the respective support profiles 40, 41, 42 in a connecting position. In the embodiment according to FIG. 7, a slot 48 is provided as the dividing zone, so that the molding 201 can be separated in a residual connecting region 49 under the action of the tensile force F and then this upper part 15 'of the molding 201 is removable.
Nach dem Herausziehen des jeweiligen oberen Teiles 15' aus der Einbaulage (Fig. 8) verbleibt der untere Teil 13' nach Art eines elastischen Zwischenteiles im Bodenbereich einer darüber gebildeten Fuge (nicht dargestellt) . Diese Fuge kann mit einem Dichtmittel, beispielsweise einem nach dem Aushärten elastischen Kunststoff, so ausgegossen werden, daß dieses im Bereich der Seitenfläche 5 und der Verbin¬ dungsfläche E' eine Klebeverbindung mit dem Betonmaterial bildet und auch im Bereich der Zone 47 am unteren Teil 13 ' haftet. Mit dieser Ausführung der Fugendichtung ist das Dichtmittel nach Art einer Zwei-Flanken-Haftung so festge¬ legt, daß Relativbewegungen des Steines 2' zur Nutz- fläche 3 ohne Beschädigung der Fugendichtung ausgleichbar und auch eine Berührung der Seitenfläche E' des Steines 2' und der angegossenen Seitenfläche 5 bei hohen Flächenbela¬ stungen durch das als Puffer wirksame Teil 13 ' sicher ver¬ mieden ist (Fig. 8) .After the respective upper part 15 'has been pulled out of the installed position (FIG. 8), the lower part 13' remains in the manner of an elastic intermediate part in the bottom region of a joint formed above it (not shown). This joint can be poured out with a sealant, for example a plastic that is elastic after hardening, in such a way that it forms an adhesive connection with the concrete material in the region of the side surface 5 and the connection surface E 'and also in the region of zone 47 on the lower part 13 is liable. With this embodiment of the joint seal, the sealant is fixed in the manner of a two-flank adhesion in such a way that relative movements of the stone 2 'to the useful Surface 3 can be compensated for without damaging the joint seal and contact with the side surface E 'of the stone 2' and the cast-on side surface 5 is reliably avoided in the case of high surface loads by the part 13 'acting as a buffer (FIG. 8).
In der Darstellung gemäß Fig. 8 sind die Formleisten 101 und 101' in Verbindungsstellung mit dem Formstein 2' und der Nutzfläche 3 dargestellt, wobei insbesondere die Ver¬ bindungsflächen E' und E1 ' zum Stein 2' hin dadurch ge¬ bildet sein können, daß bei der Herstellung des Betonform¬ steines 2' in dessen Gießform (nicht dargestellt) die beiden Formleisten 101, 101' eingelegt werden und diese gemeinsam mit dem Gießbeton zu dem Betonformstein 2' so aushärten, daß danach die beiden Teile als Verbundteil entnehmbar, diese einer Trocknung und Aushärtung des Steines 2 zuführbar und gemeinsam zum Verlegeort transpor¬ tierbar sind. Ebenso ist denkbar, die Formleiεte 101, 101' , 201 als einstückige Rahmenteile vorzusehen, die den Betonformstein 2' während und nach dem Gießen allseitig in der Verbundstellung umfassen.8, the molding strips 101 and 101 'are shown in the connecting position with the molded block 2' and the usable surface 3, it being possible in particular for the connecting surfaces E 'and E 1 ' towards the block 2 'to be formed as a result that during the production of the concrete block 2 'in its casting mold (not shown), the two molding strips 101, 101' are inserted and these harden together with the cast concrete to form the concrete block 2 'in such a way that the two parts can then be removed as a composite part, these can be fed to drying and hardening of the stone 2 and can be transported together to the installation location. It is also conceivable to provide the mold line 101, 101 ', 201 as one-piece frame parts which encompass the concrete block 2' on all sides in the bonded position during and after pouring.
Mit dieser Verbundguß-Herstellung ist der Betonform¬ stein 2' während der Trocknungsphase vor einseitiger Aus¬ trocknung geschützt und es können nachteilige Rißbildun¬ gen, beispielsweise durch ungleichmäßiges Abbinden des Gießbetons, verhindert werden. Während des nachfolgenden Transportes bilden die am Betonformstein 2 ' befindlichen Formleisten 101, 101', 201 ein Schutzelement, mit dem insbesondere die bruchgefährdeten Kanten des Steins 2 ' vor Beschädigung geschützt sind. With this composite cast production, the concrete block 2 'is protected from drying out on one side during the drying phase and disadvantageous crack formation, for example due to uneven setting of the cast concrete, can be prevented. During the subsequent transport, the molding strips 101, 101 ', 201 located on the shaped concrete block 2' form a protective element with which, in particular, the edges of the stone 2 'which are at risk of breakage are protected against damage.

Claims

Ansprüche Expectations
1. Hilfsvorrichtung für eine Verlegung von insbesondere Betonformsteinen mit einer Formleiste (1; 1') , die zwischen einem Pflasterflächenrand (2) und einer angren¬ zenden Nutzfläche (3) anbringbar ist und nach ihrer Ent¬ nahme eine Trennfuge zurückläßt, dadurch gekennzeichnet, daß die Formleiste (1; 1 ' ; 101; 101' ; 201) im Bereich ihrer zu den Betonformsteinen (2; 2' ; 2' ') gerichteten ersten Längsseitenfläche (4; 4') und/oder an der zur Nutzfläche (3) hin gerichteten zweiten Längsseiten¬ fläche (5; 5') mit einem die Einbaulage vorgebenden Anlageprofil (6; 7) versehen ist.1. Auxiliary device for laying, in particular, concrete blocks with a molding (1; 1 ') which can be fitted between a paving surface edge (2) and an adjacent usable surface (3) and which, after removal, leaves a parting line, characterized in that that the molding (1; 1 '; 101; 101'; 201) in the area of its first longitudinal side surface (4; 4 ') facing the concrete blocks (2; 2'; 2 '') and / or on the usable surface (3rd ) directed towards the second longitudinal side surface (5; 5 ') is provided with an installation profile (6; 7) which specifies the installation position.
2. Formleiste nach Anspruch 1, dadurch gekennzeichnet, daß die Formleiste (1; 1') an der ersten Längsseitenfläche2. Molding bar according to claim 1, characterized in that the molding bar (1; 1 ') on the first longitudinal side surface
(4) einen Kaftflächenbereich (E; 25) aufweist, auf dem ein die Formleiste (1; 1') lösbar an Betonformsteinen (2) festlegendes Klebemittel vorgesehen ist .(4) has an adhesive surface area (E; 25) on which an adhesive is provided which fixes the molding (1; 1 ') releasably to concrete blocks (2).
3. Formleiste nach Anspruch 1 oder 2, dadurch gekenn¬ zeichnet, daß die Formleiste (1) mehrteilig ausgebildet ist . 3. molding according to claim 1 or 2, characterized gekenn¬ characterized in that the molding (1) is formed in several parts.
4. Formleiste nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Formleiste (1) mit einem unteren Schaumstoff-Basisteil (13) , einem auf diesem abgestützten und den Haftflächenbereich (E) aufweisenden Schaumstoff- Füllteil (14) sowie einem neben diesem auf dem Basisteil (13) angeordneten und einen Formvorsprung (6) aufweisenden4. molding according to one of claims 1 to 3, characterized in that the molding (1) with a lower foam base part (13), a supported on this and the adhesive surface area (E) having foam filler (14) and one next this arranged on the base part (13) and having a molded projection (6)
Außenformteil (15) versehen ist.Outer molded part (15) is provided.
5. Formleiste nach Anspruch 4, dadurch gekennzeichnet, daß das Außenformteil (15) sowohl am Basisteil (13) als auch am Füllteil (14) nach oben herausziehbar abgestützt ist .5. molding according to claim 4, characterized in that the outer molded part (15) is supported both on the base part (13) and on the filler part (14) extractable upwards.
6. Formleiste nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß die Formleiste (1; 1') an ihrer Unter¬ seite mit einem in Einbaulage am Betonformstein (2) an¬ liegenden Folienstreifen (16; 16")versehen ist.6. Molding according to one of claims 1 to 5, characterized in that the molding (1; 1 ') is provided on its underside with a foil strip (16; 16 ") lying in the installed position on the concrete block (2).
7. Formleiste nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Formleiste (1) im oberen Bereich des Füllteils (14) und/oder des Außenformteils (15) mit einem Griffteil (24 ' ; 24) versehen ist.7. molding according to one of claims 1 to 6, characterized in that the molding (1) in the upper region of the filling part (14) and / or the outer molding (15) is provided with a handle part (24 '; 24).
8. Formleiste nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß die Formleiste (l1 ; 101; 101' ; 201) einstückig ausgebildet ist und einen zu den Betonform¬ steinen (2; 2') gerichteten Stützansatz (7; 7') aufweist.8. molding according to one of claims 1 to 7, characterized in that the molding (l 1 ; 101; 101 '; 201) is integrally formed and a support lug (7; 7.) Directed towards the concrete blocks (2; 2') ') having.
9. Formleiste nach Anspruch 8, dadurch gekennzeichnet, daß der Stützansatz (7) als ein im wesentlichen der Ober¬ flächenkontur (27') der Betonformsteine (2) folgender Deckschenkel (23) ausgebildet ist. 9. molding according to claim 8, characterized in that the support projection (7) is designed as a substantially the upper surface contour (27 ') of the concrete blocks (2) following leg (23).
10. Formleiste nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, daß an die Formleiste (l1) oberseitig ein vertikaler GriffSchenkel (24) als der Griffteil angeformt ist .10. Molding bar according to one of claims 1 to 9, characterized in that a vertical handle leg (24) is formed on the top of the molding bar (l 1 ) as the handle part.
11. Formleiste nach einem der Ansprüche 1 bis 10, da¬ durch gekennzeichnet, daß am Deckschenkel (23) unterseitig der Haftflächenbereich (25) vorgesehen ist.11. Molding according to one of claims 1 to 10, da¬ characterized in that the adhesive surface area (25) is provided on the underside of the cover leg (23).
12. Formleiste nach einem der Ansprüche 1 bis 11, da¬ durch gekennzeichnet, daß die Formleiste (1; 1') oberhalb des zur angrenzenden Nutzfläche (3) gerichteten Formvor¬ sprungs (6) eine waagerechte Abziehfläche (26) aufweist.12. Molding bar according to one of claims 1 to 11, characterized in that the molding bar (1; 1 ') has a horizontal peeling surface (26) above the form projection (6) directed towards the adjacent usable surface (3).
13. Formleiste nach einem der Ansprüche 1 bis 12, da¬ durch gekennzeichnet, daß die Abziehfläche (26) zum Griff- Schenkel (24) hin mit einer Schräge (22) übergeht.13. Molding according to one of claims 1 to 12, da¬ characterized in that the peeling surface (26) to the handle leg (24) merges with a slope (22).
14. Formleiste nach einem der Ansprüche 1 bis 13, da¬ durch gekennzeichnet, daß der am Deckschenkel (23) befind¬ liche Haftflächenbereich (25) in einer Ebene liegt, die bezogen auf eine von der waagerechten Abziehfläche (26) definierten Verlegeebene (L) in einem Höhenabstand (H) verläuft .14. Molding according to one of claims 1 to 13, characterized by the fact that the adhesive surface area (25) located on the cover leg (23) lies in a plane which is based on a laying plane (L) defined by the horizontal peeling surface (26) ) runs at a height distance (H).
15. Formleiste nach einem der Ansprüche 1 bis 14, da¬ durch gekennzeichnet, daß der Deckschenkel (23) mit einem die Oberflächenkontur (27') des Betonformsteins (2) nach Art eines Widerlagers hintergreifenden Profilansatz (28) versehen ist. 15. Molding according to one of claims 1 to 14, da¬ characterized in that the cover leg (23) is provided with a the surface contour (27 ') of the concrete block (2) in the manner of an abutment engaging profile approach (28).
16. Formleiste nach einem der Ansprüche 1 bis 15, dadurch gekennzeichnet, daß die Formleiste (101; 101') bei der Herstellung des Betonformsteines (2') mit diesem zu einem einstückigen Verbundbauteil verbunden ist. 16. Molding according to one of claims 1 to 15, characterized in that the molding (101; 101 ') in the manufacture of the concrete block (2') is connected to this to form a one-piece composite component.
EP97920632A 1996-04-11 1997-04-09 Auxiliary device for laying of concrete blocks, in particular Expired - Lifetime EP0891446B1 (en)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE29606557 1996-04-11
DE29606557U 1996-04-11
DE29622081U 1996-12-19
DE29622081U DE29622081U1 (en) 1996-04-11 1996-12-19 Auxiliary device for laying concrete shaped blocks in particular
PCT/EP1997/001759 WO1997038167A1 (en) 1996-04-11 1997-04-09 Auxiliary device for laying of concrete blocks, in particular

Publications (2)

Publication Number Publication Date
EP0891446A1 true EP0891446A1 (en) 1999-01-20
EP0891446B1 EP0891446B1 (en) 2003-11-12

Family

ID=26058840

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97920632A Expired - Lifetime EP0891446B1 (en) 1996-04-11 1997-04-09 Auxiliary device for laying of concrete blocks, in particular

Country Status (4)

Country Link
EP (1) EP0891446B1 (en)
AT (1) ATE254216T1 (en)
AU (1) AU2694797A (en)
WO (1) WO1997038167A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1088940B1 (en) * 1999-04-07 2009-11-11 Nihon Kogyo Co., Ltd. Paving block and its laying method
US11105094B2 (en) * 2019-09-16 2021-08-31 Mono Slab Ez Form Llc Cement form with extension
US11946266B2 (en) * 2020-05-07 2024-04-02 Mono Slab Ez Form Llc Cement form with brick ledge

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Publication number Priority date Publication date Assignee Title
US1891897A (en) * 1926-05-13 1932-12-20 Carey Philip Mfg Co Crowning device for expansion joints
US2012370A (en) * 1932-07-21 1935-08-27 Banwell James Paving strip
DE632734C (en) * 1934-11-17 1936-07-13 Georg Wieland Method and device for producing space joints, especially in concrete pavements
US3330187A (en) * 1964-12-14 1967-07-11 Western Textile Products Compa Plastic articles and methods of making same
US3838930A (en) * 1971-11-26 1974-10-01 V Koch Two-piece joint-forming device for hardenable, area-covering structural material
DE3133271A1 (en) * 1981-08-22 1983-03-03 Irbit Holding AG, 1701 Fribourg INTO A ROLL OF FOAM STRIPS, PREFERABLY FOR SEALING PURPOSES
BE898930A (en) * 1984-02-17 1984-06-18 Moot Willem H Multidirectional expansion joint for civil engineering projects - comprises profile which supports removable separating strip during casting, resulting groove being filled with elastics

Non-Patent Citations (1)

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Title
See references of WO9738167A1 *

Also Published As

Publication number Publication date
AU2694797A (en) 1997-10-29
ATE254216T1 (en) 2003-11-15
WO1997038167A1 (en) 1997-10-16
EP0891446B1 (en) 2003-11-12

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