EP2808287B1 - Method and device for transporting prefabricated brick wall - Google Patents

Method and device for transporting prefabricated brick wall Download PDF

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Publication number
EP2808287B1
EP2808287B1 EP14168569.3A EP14168569A EP2808287B1 EP 2808287 B1 EP2808287 B1 EP 2808287B1 EP 14168569 A EP14168569 A EP 14168569A EP 2808287 B1 EP2808287 B1 EP 2808287B1
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EP
European Patent Office
Prior art keywords
bands
protection members
edge
masonry
blocks
Prior art date
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Application number
EP14168569.3A
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German (de)
French (fr)
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EP2808287A3 (en
EP2808287A2 (en
Inventor
Tobias M. Riffel
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Rimatem GmbH
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Rimatem GmbH
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Publication of EP2808287A3 publication Critical patent/EP2808287A3/en
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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/12—Slings comprising chains, wires, ropes, or bands; Nets
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/12—Slings comprising chains, wires, ropes, or bands; Nets
    • B66C1/18—Band-type slings
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/22—Rigid members, e.g. L-shaped members, with parts engaging the under surface of the loads; Crane hooks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/041—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres composed of a number of smaller elements, e.g. bricks, also combined with a slab of hardenable material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/526—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits with adaptations not otherwise provided for, for connecting, transport; for making impervious or hermetic, e.g. sealings
    • 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • E04G21/147—Means in or on the elements for connecting same to handling apparatus specific for prefabricated masonry wall elements

Definitions

  • the invention relates to a device for transporting a prefabricated masonry, according to the closer defined in the preamble of claim 1.
  • a device of the type mentioned above for producing a prefabricated masonry of several stacked bricks is in the DE 34 32 940 A1 described.
  • connecting rods made of steel or the like, which are provided with hooks for lifting a crane device are provided.
  • the US 3,077,982A discloses edge protection members in the form of protective strips for cornerstones of bricks arranged on a pallet.
  • the present invention has for its object to provide a device of the type mentioned in which damage to the bricks of the prefabricated masonry are avoided as much as possible. According to the invention this object is achieved by the features mentioned in the characterizing part of claim 1.
  • the steel strips are pushed under the bottom row of stones, pulled up the long sides of the masonry and pulled over the at least one traverse. Then the steel bands are stretched, z. B. by collets, and clamped together. In this case, a bias should be set with a total of at least equal to the weight of the wall. It has now been found that due to the high forces that occur, in particular in the deflection areas of the steel strips, damage to the bricks located there can occur. By the edge protection members according to the invention, which are arranged between the bricks and the bands, it is now avoided that the bricks are damaged. This is especially true for the bottom row of stones. Of course, it is also possible to provide other stones, especially stones of the uppermost layer, also with edge protection members.
  • the bricks which are provided with the edge protection members, according to the invention on its lower support surface transverse to the stone longitudinal direction extending recesses or openings for receiving the edge protection members and the bands.
  • the height or depth of the recess or opening is to be provided in such a way that additionally the associated band can be pushed through.
  • 5 -15 mm, for example 10 mm, are to be provided for this purpose.
  • the edge protection members are each provided with a horizontal middle part and laterally arranged in the vertical direction extending or kinking side parts.
  • edge protection members are placed under the bricks in mortar-free sections.
  • edge protection members various materials are possible within the scope of the invention. It is only essential that they are correspondingly flexible or elastic. As suitable in practice, e.g. Edge protectors made of paper carton, plastic or steel sheet with a thickness of 2 - 4 mm and a width of 20 - 60 mm proved to be particularly suitable.
  • plastic straps or plastic fabrics for transporting the masonry is possible if a tear strength of at least 800 kg, preferably at least 1000 kg, is provided.
  • the plastic bands should each be wrapped around the masonry with a biasing force at least equal to or higher than the weight of the masonry to be transported. In this way, the masonry can be transported without damage and no cracks occurring because it is not loaded on train.
  • the FIG. 1 shows a prefabricated masonry 1 of a plurality of bricks 2, which are arranged one above the other in several rows. On the top stone row several trusses 3 are arranged one behind the other.
  • the trusses 3 can be made of different materials, such. As concrete elements or wood, exist.
  • the trusses 3 are connected to each other and are provided with fastening or suspension devices 4, via which the masonry 1 with a hoist 4a for transport to the site is connectable.
  • bands 5 are arranged at a distance from each other and extending in the vertical direction.
  • the bands 5 are made of plastic and wrap around the masonry 1 and the trusses. 3
  • the bricks 2 are provided with extending in the horizontal direction and transverse to the stone longitudinal direction recesses 6.
  • edge protection members 7 are pushed through.
  • the edge protection members 7 have a horizontal middle part 8 and laterally adjacent vertically and upwardly bent side parts 9.
  • the horizontal middle part 8 corresponds in its length to the stone width. Kinked up the two side parts 9 encase the brick with the recess 6.
  • the edge protection members 7 are pushed and pulled up on both sides , the bricks 2 are protected from breakage or other damage.
  • the plastic bands 5 are stretched and clamped together.
  • welding may also be provided.
  • a biasing force is applied, which corresponds at least to the weight of the masonry 1 to be lifted.
  • a tear or tensile strength of the bands 5 is to be provided so that the masonry 1 can be safely lifted and transported.
  • the edge protection members 7 are made in the embodiment of paper board and have a thickness of 2 - 3 mm and a width of 40 mm.
  • the recess 6 should have a depth of approximately 10 mm.
  • edge protection members 7 and the plastic bands 5 in recesses 6 of bricks including the bricks 2 miteins be milled or milled to obtain the recesses 6, the edge protection members 7 and the plastic straps 5 in mortar-free sections of a lowermost mortar layers of Masonry 1 can be arranged.
  • mortar is applied with a thickness of 10 mm for the masonry, so that free space can be kept free.
  • the free-standing of mortar can be z. B. also be done by arranging in the preparation of the bottom row of bricks in the mortar layer 10 corresponding spacers in the width of the edge protection members 7. After completion of the masonry 1 then the spacers, z. As small pieces of wood, removed and the edge protection members 7 together with plastic straps 5 are pushed through the now vacant sections.
  • the bands 5 can be severed and removed together with the edge protection members 7.
  • an adhesive can be used.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Packaging Of Annular Or Rod-Shaped Articles, Wearing Apparel, Cassettes, Or The Like (AREA)

Description

Die Erfindung betrifft eine Vorrichtung zum Transportieren eines vorgefertigten Mauerwerkes, nach der im Oberbegriff von Anspruch 1 näher definierten Art.The invention relates to a device for transporting a prefabricated masonry, according to the closer defined in the preamble of claim 1.

Eine Vorrichtung der eingangs erwähnten Art zum Herstellen eines vorgefertigten Mauerwerkes aus mehreren übereinander angeordneten Mauersteinen ist in der DE 34 32 940 A1 beschrieben. Für einen Transport zum Aufstellungsort sind nach einer Fertigstellung des Mauerwerkes ein vertikal durch das Mauerwerk geschobene Zuganker, Verbindungsstäbe aus Stahl oder dergleichen, die mit Haken zum Anheben über eine Kraneinrichtung versehen sind, vorgesehen.A device of the type mentioned above for producing a prefabricated masonry of several stacked bricks is in the DE 34 32 940 A1 described. For a transport to the site after a completion of the masonry a vertically pushed through the masonry tie rods, connecting rods made of steel or the like, which are provided with hooks for lifting a crane device are provided.

Anstelle der Verwendung von Zugankern ist es aus der DE 198 14 612 A1 auch bereits bekannt, um das Mauerwerk und die wenigstens eine Traverse Bänder oder Gurte zu schlingen. Über die Aufhängeeinrichtungen in der oder den Traversen kann dann ebenfalls ein Transport des vorgefertigten Mauerwerkes erfolgen.Instead of using tie rods, it is out of the DE 198 14 612 A1 Also already known to wrap the masonry and the at least one Traverse bands or straps. About the suspension devices in the truss or the transport of the prefabricated masonry can then also be done.

Nachteilig bei Verwendung von Bändern, die stets aus Stahl bestehen, ist, dass aufgrund der dabei auftretenden hohen Kräfte und Gewichte die Mauersteine durch die Stahlbänder beschädigt werden können.A disadvantage of using bands that are always made of steel, is that due to the high forces and weights occurring the bricks can be damaged by the steel bands.

Die US 3,077,982A offenbart Kantenschutzglieder in Form von Schutzstreifen für Ecksteine von auf einer Palette angeordneten Mauersteinen.The US 3,077,982A discloses edge protection members in the form of protective strips for cornerstones of bricks arranged on a pallet.

Der vorliegenden Erfindung liegt die Aufgabe zugrunde, eine Vorrichtung der eingangs erwähnten Art zu schaffen, bei der Beschädigungen der Mauersteine des vorgefertigten Mauerwerkes so weit wie möglich vermieden werden. Erfindungsgemäß wird diese Aufgabe durch die im kennzeichnenden Teil von Anspruch 1 genannten Merkmale gelöst.The present invention has for its object to provide a device of the type mentioned in which damage to the bricks of the prefabricated masonry are avoided as much as possible. According to the invention this object is achieved by the features mentioned in the characterizing part of claim 1.

Zum Transport des Mauerwerkes werden unter die unterste Steinreihe die Stahlbänder durchgeschoben, an den Längsseiten des Mauerwerks hochgezogen und über die wenigstens eine Traverse gezogen. Anschließend werden die Stahlbänder gespannt, z. B. durch Spannzangen, und zusammengeklammert. Dabei sollte eine Vorspannung mit in Summe mindestens entsprechend der Gewichtskraft der Wand eingestellt werden. Es hat sich nun herausgestellt, dass aufgrund der auftretenden hohen Kräfte insbesondere in den Umlenkbereichen der Stahlbänder Beschädigungen der dort sich befindenden Mauersteine auftreten können. Durch die erfindungsgemäßen Kantenschutzglieder, die zwischen den Mauersteinen und den Bändern angeordnet werden, wird nun vermieden, dass die Mauersteine beschädigt werden. Dies gilt insbesondere für die unterste Steinreihe. Selbstverständlich ist es jedoch auch möglich, weitere Steine, insbesondere Steine der obersten Schicht, ebenfalls mit Kantenschutzgliedern zu versehen.To transport the masonry, the steel strips are pushed under the bottom row of stones, pulled up the long sides of the masonry and pulled over the at least one traverse. Then the steel bands are stretched, z. B. by collets, and clamped together. In this case, a bias should be set with a total of at least equal to the weight of the wall. It has now been found that due to the high forces that occur, in particular in the deflection areas of the steel strips, damage to the bricks located there can occur. By the edge protection members according to the invention, which are arranged between the bricks and the bands, it is now avoided that the bricks are damaged. This is especially true for the bottom row of stones. Of course, it is also possible to provide other stones, especially stones of the uppermost layer, also with edge protection members.

Die Mauersteine, die mit den Kantenschutzgliedern versehen sind, weisen erfindungsgemäß auf ihrer unteren Auflagefläche quer zur Steinlängsrichtung verlaufenden Aussparungen oder Durchbrechungen zur Aufnahme der Kantenschutzglieder und der Bänder auf.The bricks, which are provided with the edge protection members, according to the invention on its lower support surface transverse to the stone longitudinal direction extending recesses or openings for receiving the edge protection members and the bands.

Dabei ist die Höhe bzw. Tiefe der Aussparung oder Durchbrechung so vorzusehen, dass zusätzlich auch noch das dazugehörige Band durchgeschoben werden kann. Vorzugsweise sind hierzu 5 -15 mm, beispielsweise 10 mm, vorzusehen.In this case, the height or depth of the recess or opening is to be provided in such a way that additionally the associated band can be pushed through. For this purpose, 5 -15 mm, for example 10 mm, are to be provided for this purpose.

Erfindungsgemäß kann vorgesehen sein, dass die Kantenschutzglieder jeweils mit einem horizontalen Mittelteil und seitlich daneben angeordneten in vertikaler Richtung verlaufenden bzw. abknickenden Seitenteilen versehen sind.According to the invention it can be provided that the edge protection members are each provided with a horizontal middle part and laterally arranged in the vertical direction extending or kinking side parts.

Eine weitere Lösungsmöglichkeit kann darin bestehen, dass die Kantenschutzglieder unter den Mauersteinen in mörtelfreien Abschnitten angeordnet werden.Another possible solution may be that the edge protection members are placed under the bricks in mortar-free sections.

Für die Kantenschutzglieder sind im Rahmen der Erfindung verschiedene Materialien möglich. Wesentlich ist lediglich, dass sie entsprechend biegsam bzw. elastisch sind. Als geeignet hierzu haben sich in der Praxis z.B. Kantenschutzglieder aus Papierkarton, Kunststoff oder Stahlblech mit einer Stärke von 2 - 4 mm und einer Breite von 20 - 60 mm als besonders geeignet herausgestellt.For the edge protection members, various materials are possible within the scope of the invention. It is only essential that they are correspondingly flexible or elastic. As suitable in practice, e.g. Edge protectors made of paper carton, plastic or steel sheet with a thickness of 2 - 4 mm and a width of 20 - 60 mm proved to be particularly suitable.

Eine weitere sehr vorteilhafte Lösung der erfindungsgemäß gestellten Aufgabebesteht darin, dass anstelle der bisher verwendeten Stahlbänder Bänder oder Gurte aus Kunststoff verwendet werden.Another very advantageous solution of the task according to the invention is that bands or straps made of plastic are used instead of the steel strips used hitherto.

Durch die erfindungsgemäße Verwendung von Kunststoff anstelle von Stahl können Beschädigungen von Steinen ebenfalls weitgehend vermieden werden. Diese Lösung ist sowohl unabhängig von den Kantenschutzgliedern als auch in Verbindung mit Kantenschutzgliedern möglich.Due to the inventive use of plastic instead of steel damage to stones can also be largely avoided. This solution is possible both independently of the edge protection members as well as in conjunction with edge protection members.

Es hat sich herausgestellt, dass die Verwendung von Kunststoffbändern oder Kunststoffgeweben zum Transportieren des Mauerwerkes möglich ist, wenn eine Reißfestigkeit von wenigstens 800 kg, vorzugsweise wenigstens 1.000 kg, vorgesehen wird. Gleichzeitig sollten die Kunststoffbänder jeweils mit einer Vorspannkraft, die wenigstens gleich oder höher ist als die Gewichtskraft des zu transportierenden Mauerwerkes, um das Mauerwerk geschlungen werden. Auf diese Weise kann das Mauerwerk ohne Beschädigungen und ohne auftretende Risse transportiert werden, da es nicht auf Zug belastet wird.It has been found that the use of plastic straps or plastic fabrics for transporting the masonry is possible if a tear strength of at least 800 kg, preferably at least 1000 kg, is provided. At the same time, the plastic bands should each be wrapped around the masonry with a biasing force at least equal to or higher than the weight of the masonry to be transported. In this way, the masonry can be transported without damage and no cracks occurring because it is not loaded on train.

Vorteilhafte Weiterbildungen und Ausgestaltungen der Erfindung ergeben sich aus weiteren Unteransprüchen und aus dem nachfolgend anhand der Zeichnung prinzipmäßig beschriebenen Ausführungsbeispiel.Advantageous developments and refinements of the invention emerge from further subclaims and from the exemplary embodiment described in principle below with reference to the drawing.

Es zeigt:

Fig. 1
eine Vorderansicht des vorgefertigten Mauerwerkes;
Fig. 2
eine vergrößerte Darstellung eines Steines des Mauerwerkes mit einem Kantenschutzglied im Querschnitt;
Fig. 3
den Stein nach Fig. 2 im Schnitt nach der Linie III-III.
It shows:
Fig. 1
a front view of the prefabricated masonry;
Fig. 2
an enlarged view of a brick of the masonry with an edge protection member in cross section;
Fig. 3
the stone after Fig. 2 in section along the line III-III.

Die Figur 1 zeigt ein vorgefertigtes Mauerwerk 1 aus einer Vielzahl von Mauersteinen 2, die in mehreren Reihen übereinander angeordnet sind. Auf die oberste Steinreihe sind mehrere Traversen 3 hintereinander angeordnet. Die Traversen 3 können aus verschiedenen Materialien, wie z. B. Betonelementen oder auch Holz, bestehen. Die Traversen 3 sind miteinander verbunden und sind mit Befestigungs- bzw. Aufhängeeinrichtungen 4 versehen, über die das Mauerwerk 1 mit einem Hebezeug 4a zum Transport zur Baustelle verbindbar ist.The FIG. 1 shows a prefabricated masonry 1 of a plurality of bricks 2, which are arranged one above the other in several rows. On the top stone row several trusses 3 are arranged one behind the other. The trusses 3 can be made of different materials, such. As concrete elements or wood, exist. The trusses 3 are connected to each other and are provided with fastening or suspension devices 4, via which the masonry 1 with a hoist 4a for transport to the site is connectable.

Wie aus der Figur 1 ersichtlich ist, sind mehrere Bänder 5 auf Abstand voneinander und in vertikaler Richtung verlaufend angeordnet. Die Bänder 5 bestehen aus Kunststoff und umschlingen das Mauerwerk 1 und die Traversen 3.Like from the FIG. 1 it can be seen, several bands 5 are arranged at a distance from each other and extending in the vertical direction. The bands 5 are made of plastic and wrap around the masonry 1 and the trusses. 3

In den Bereichen bzw. an den Stellen, an denen die Bänder 5 unter dem Mauerwerk 1 durchgeführt wird, sind die Mauersteine 2 mit in horizontaler Richtung und quer zur Steinlängsrichtung verlaufenden Aussparungen 6 versehen. Durch die Aussparungen 6 werden Kantenschutzglieder 7 durchgeschoben. Die Kantenschutzglieder 7 weisen ein horizontales Mittelteil 8 und seitlich daneben liegende in vertikaler Richtung und nach oben gebogene Seitenteile 9 auf. Das horizontale Mittelteil 8 entspricht in seiner Länge der Steinbreite. Abgeknickt nach oben umhüllen die beiden Seitenteile 9 den Mauerstein mit der Aussparung 6. Wird nun das Band 5 zum Transportieren des fertiggestellten Mauerwerkes 1 zwischen dem Boden, auf dem sich das Mauerwerk befindet, und den Kantenschutzgliedern 7 jeweils durchgeschoben und auf beiden Seiten nach oben gezogen, so sind die Mauersteine 2 vor Ausbrechungen oder anderweitigen Beschädigungen geschützt.In the areas or at the locations where the bands 5 is performed under the masonry 1, the bricks 2 are provided with extending in the horizontal direction and transverse to the stone longitudinal direction recesses 6. Through the recesses 6 edge protection members 7 are pushed through. The edge protection members 7 have a horizontal middle part 8 and laterally adjacent vertically and upwardly bent side parts 9. The horizontal middle part 8 corresponds in its length to the stone width. Kinked up the two side parts 9 encase the brick with the recess 6. Will now the band 5 for transporting the completed masonry 1 between the ground on which the masonry is located, and the edge protection members 7 respectively pushed and pulled up on both sides , the bricks 2 are protected from breakage or other damage.

Anschließend werden die Kunststoffbänder 5 gespannt und zusammengeklammert. Anstelle einer Verklammerung kann auch eine Verschweißung vorgesehen werden. Dabei wird eine Vorspannkraft aufgebracht, die wenigstens der Gewichtskraft des anzuhebenden Mauerwerkes 1 entspricht.Subsequently, the plastic bands 5 are stretched and clamped together. Instead of clamping, welding may also be provided. In this case, a biasing force is applied, which corresponds at least to the weight of the masonry 1 to be lifted.

Eine Reiß- bzw. Zugfestigkeit der Bänder 5 ist so vorzusehen, dass das Mauerwerk 1 sicher angehoben und transportiert werden kann. Besitzt z. B. das Mauerwerk 1 ein Gewicht von 3.000 kg, so sind entsprechend z. B. drei Bänder 5 mit einer Reißfestigkeit von wenigstens 1.000 kg vorzusehen bzw. sind hierfür die einschlägigen Sicherheitsrichtlinien zu beachten.A tear or tensile strength of the bands 5 is to be provided so that the masonry 1 can be safely lifted and transported. Has z. B. the masonry 1 a weight of 3,000 kg, so z. B. provide three bands 5 with a tensile strength of at least 1,000 kg or are the relevant safety guidelines to pay attention.

Die Kantenschutzglieder 7 sind beim Ausführungsbeispiel aus Papierkarton gefertigt und besitzen eine Dicke von 2 - 3 mm und eine Breite von 40 mm.The edge protection members 7 are made in the embodiment of paper board and have a thickness of 2 - 3 mm and a width of 40 mm.

Damit jeweils ein Kunststoffband 5 durch eine Aussparung 6, in der sich bereits ein Kantenschutzglied 7 befindet, durchgeschoben werden kann, sollte die Aussparung 6 eine Tiefe von ca. 10 mm besitzen.So that in each case a plastic band 5 can be pushed through a recess 6 in which an edge protection member 7 is already located, the recess 6 should have a depth of approximately 10 mm.

Anstelle einer Anordnung der Kantenschutzglieder 7 und der Kunststoffbänder 5 in Aussparungen 6 von Mauersteinen, wozu die Mauersteine 2 entsprechend eingesägt oder ausgefräst werden müssen, um die Aussparungen 6 zu erhalten, können die Kantenschutzglieder 7 und die Kunststoffbänder 5 auch in mörtelfreien Abschnitten einer untersten Mörtelschichten des Mauerwerkes 1 angeordnet werden.Instead of an arrangement of the edge protection members 7 and the plastic bands 5 in recesses 6 of bricks, including the bricks 2 miteins be milled or milled to obtain the recesses 6, the edge protection members 7 and the plastic straps 5 in mortar-free sections of a lowermost mortar layers of Masonry 1 can be arranged.

Im Allgemeinen wird für die Vermauerung Mörtel in einer Stärke von 10 mm aufgetragen, sodass entsprechend Freiraum freigehalten werden kann. Die Freihaltung von Mörtel kann dabei z. B. auch dadurch erfolgen, dass man bei der Erstellung der untersten Reihe von Mauersteinen in der Mörtelschicht 10 entsprechend Abstandshalter in der Breite der Kantenschutzglieder 7 anordnet. Nach Fertigstellung des Mauerwerkes 1 können dann die Abstandshalter, z. B. kleine Holzstücke, entfernt und die Kantenschutzglieder 7 nebst Kunststoffbändern 5 durch die nunmehr freigewordenen Abschnitte durchgeschoben werden.In general, mortar is applied with a thickness of 10 mm for the masonry, so that free space can be kept free. The free-standing of mortar can be z. B. also be done by arranging in the preparation of the bottom row of bricks in the mortar layer 10 corresponding spacers in the width of the edge protection members 7. After completion of the masonry 1 then the spacers, z. As small pieces of wood, removed and the edge protection members 7 together with plastic straps 5 are pushed through the now vacant sections.

Nachdem auf der Baustelle das vorgefertigte Mauerwerk 1 an der endgültigen Position positioniert und montiert ist, können die Bänder 5 durchtrennt und zusammen mit den Kantenschutzgliedern 7 entfernt werden.After the prefabricated masonry 1 is positioned and mounted on the construction site at the final position, the bands 5 can be severed and removed together with the edge protection members 7.

Anstelle einer Mörtelschicht 10 kann selbstverständlich auch ein Kleber verwendet werden.Instead of a mortar layer 10, of course, an adhesive can be used.

Bezugszeichenliste:LIST OF REFERENCE NUMBERS

11
Mauerwerkmasonry
22
Mauersteinbrick
33
Traversetraverse
44
Befestigungs- bzw. AufhängeeinrichtungAttachment or suspension device
4a4a
Hebezeughoist
55
Bänderbands
66
Aussparungrecess
77
KantenschutzgliederEdge protection members
88th
Mittelteilmidsection
99
Seitenteilside panel
1010
Mörtelschichtmortar layer

Claims (9)

  1. Apparatus for transporting a prefabricated masonrywork structure (1) having a plurality of rows of masonry blocks (2) arranged one above the other, wherein at least one crossmember (3) with suspension devices (4) is positioned on the uppermost row of blocks, wherein at least two spaced-apart bands or straps (5) are slung at least more or less vertically around the masonry blocks (2) and the crossmember (3), characterized in that at least those masonry blocks (2) of the lowermost row which are located in the slinging region of the bands or straps (5) are provided with edge-protection members (7), wherein the masonry blocks (2) which are provided with the edge-protection members (7) are provided, on their bearing surface, with recesses or apertures (6) which run transversely to the longitudinal direction of the blocks and are intended for accommodating the edge-protection members (7) and the bands or straps (5).
  2. Apparatus according to Claim 1,
    characterized in that
    the edge-protection members (7) are each provided with a horizontal central part (8) and vertically running side parts (9) arranged laterally alongside the central part.
  3. Apparatus according to Claim 1,
    characterized in that
    the edge-protection members (7) are produced from paperboard.
  4. Apparatus according to one of Claims 1 to 3,
    characterized in that
    the recesses (6) in the building blocks (2) each have a depth of 5-15 mm, preferably 10 mm.
  5. Apparatus according to Claim 1,
    characterized in that
    the edge-protection members (7) are arranged in mortar-free portions beneath the masonry blocks (2).
  6. Apparatus according to one of Claims 1 to 5,
    characterized in that
    the at least one crossmember (3) consists of a concrete element or of wood.
  7. Apparatus according to Claim 1,
    characterized in that
    the bands or straps (5) consist of plastics material.
  8. Apparatus according to Claim 7,
    characterized in that
    the plastics-material bands (5) are slung around the masonrywork structure (1) and the crossmember (3) in each case with a prestressing force which is at least as large as, or is larger than, the weight of the masonrywork structure (1) which is to be transported.
  9. Apparatus according to Claim 7 or 8,
    characterized in that
    the plastics-material bands (5) each have at least a tear strength of at least 800 kg, preferably 1,000 kg.
EP14168569.3A 2013-05-27 2014-05-16 Method and device for transporting prefabricated brick wall Active EP2808287B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102013209765.4A DE102013209765A1 (en) 2013-05-27 2013-05-27 Method and device for transporting a prefabricated masonry

Publications (3)

Publication Number Publication Date
EP2808287A2 EP2808287A2 (en) 2014-12-03
EP2808287A3 EP2808287A3 (en) 2015-02-11
EP2808287B1 true EP2808287B1 (en) 2016-07-27

Family

ID=50731953

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14168569.3A Active EP2808287B1 (en) 2013-05-27 2014-05-16 Method and device for transporting prefabricated brick wall

Country Status (2)

Country Link
EP (1) EP2808287B1 (en)
DE (1) DE102013209765A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202022103127U1 (en) 2022-05-30 2022-06-29 Rimatem GmbH Device for stabilizing a wall element
DE102022113544A1 (en) 2022-05-30 2023-11-30 Rimatem GmbH Device for stabilizing a wall element

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CN103922220B (en) * 2014-04-18 2016-02-24 郭鲁正 The spacing elevator platform of the fit special mobile formula of a kind of making prefabricated chunk johning knot
CN104495598B (en) * 2015-01-19 2016-06-22 天津市建工工程总承包有限公司 A kind of handling brick cage
CN105064545A (en) * 2015-07-23 2015-11-18 株洲博尔曼科技发展有限公司 Assembled integral type masonry wall assembling structure and construction method thereof
CN108249277B (en) * 2017-12-11 2019-12-10 北京天恒长鹰科技股份有限公司 Frock is transported in hoist and mount of airship utricule
CN109653516A (en) * 2019-01-25 2019-04-19 成都建工第二建筑工程有限公司 Concrete and hung plate construction method for hanging
CN111186763B (en) * 2020-01-16 2024-05-10 哈尔滨达城绿色建筑股份有限公司 Concrete block masonry member assembling construction method and construction device
CN113353781B (en) * 2021-05-17 2023-08-15 台州优匠建筑科技有限公司 Prefabricated wallboard component overhead hoist with laterally-arranged lifting points

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US3077982A (en) * 1960-03-04 1963-02-19 Ceramic Comb And Engineering C Pallet
US4066287A (en) * 1976-07-07 1978-01-03 Ppg Industries, Inc. Sling assembly for lifting sheet material
DE2734262A1 (en) * 1977-07-29 1979-02-08 Heinz Dipl Ing Borsdorf Prefabricated brick external building wall - has flat metal reinforcement embedded in horizontal joints
DE3432940A1 (en) 1984-08-03 1986-02-13 Siegfried 7971 Aichstetten Gebhart Prefabricated masonry structure
DE4406920C2 (en) * 1994-02-28 1996-11-28 Rolf Schoch Device for lifting and transporting wall panels
DE19814612A1 (en) * 1998-04-01 1999-10-07 Ernst Riffel Device for transporting components

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202022103127U1 (en) 2022-05-30 2022-06-29 Rimatem GmbH Device for stabilizing a wall element
DE102022113544A1 (en) 2022-05-30 2023-11-30 Rimatem GmbH Device for stabilizing a wall element
EP4286625A1 (en) 2022-05-30 2023-12-06 Rimatem GmbH Device for stabilizing a wall element

Also Published As

Publication number Publication date
DE102013209765A1 (en) 2014-11-27
EP2808287A3 (en) 2015-02-11
EP2808287A2 (en) 2014-12-03

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