AT400464B - Strength reinforcement for scaffolding post - Google Patents

Strength reinforcement for scaffolding post Download PDF

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Publication number
AT400464B
AT400464B AT21593A AT21593A AT400464B AT 400464 B AT400464 B AT 400464B AT 21593 A AT21593 A AT 21593A AT 21593 A AT21593 A AT 21593A AT 400464 B AT400464 B AT 400464B
Authority
AT
Austria
Prior art keywords
tube
scaffold post
scaffolding post
post
washers
Prior art date
Application number
AT21593A
Other languages
German (de)
Other versions
ATA21593A (en
Original Assignee
Brueder Hasslacher Ges M B H &
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
Application filed by Brueder Hasslacher Ges M B H & filed Critical Brueder Hasslacher Ges M B H &
Priority to AT21593A priority Critical patent/AT400464B/en
Publication of ATA21593A publication Critical patent/ATA21593A/en
Application granted granted Critical
Publication of AT400464B publication Critical patent/AT400464B/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/15Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/151Platforms made of wood, with or without reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/02Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
    • E04G1/04Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
    • E04G1/08Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section secured together by bolts or the like penetrating the members
    • E04G1/10Timber-work constructions
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/08Scaffold boards or planks

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

For the strength reinforcement of a scaffolding post 1, the latter has, between both ends, a bore 6 in which a tube 2 is accommodated. Fitted over the two ends 9, 10 of the tube 2 are shims 2 which butt against the scaffolding post 1 and are firmly fastened by the ends 9, 10 of the tube 2 being flanged outwards. The wood on the end sides of the scaffolding post 1 is thereby firmly held together, this avoiding cracks from forming on the end sides and providing edge protection on all sides. <IMAGE>

Description

       

   <Desc/Clms Page number 1> 
 



   Die Erfindung betrifft einen Gerüstpfosten mit Endverstärkung. 



   Bei Verwendung von hölzernen Gerüstpfosten entstehen durch Witterungseinflüsse und den rauhen Betrieb auf Baustellen, wenn keine Bewehrung zum Schutz angebracht ist, Risse im Holz und es brechen Kanten aus. Besonders beansprucht sind die Kanten an den Enden. 



   Aufgabe der Erfindung ist es, die Lebensdauer von Gerüstpfosten zu erhöhen. Gelöst wird diese Aufgabe dadurch, dass im Bereich beider Enden des Gerüstpfostens ein diesen parallel zu seiner Ebene quer durchsetzendes Bohrloch vorgesehen ist, dass in dem Bohrloch ein Rohr aufgenommen ist und dass über beiden Enden des Rohres Beilagscheiben gesteckt sind, die am Gerüstpfosten anliegen und die mit den Enden des Rohres vernietet sind. 



   Durch die erhöhte Festigkeit des Holzes werden Rissbildungen an den Stirnseiten unterbunden und ein allseitige Kantenschutz bewirkt. Weiters hat der erfindungsgemässe Gerüstpfosten den Vorteil, dass er gegen das innere Austrocknen des Holzes und gegen äussere Einflüsse vollkommen unempfindlich ist. 



   Die Öffnungen der Stahlrohre bieten weiters die Möglichkeit mehrere Gerüstpfosten sowohl längs als auch quer miteinander zu verbinden, wodurch die Sicherheit von Baugerüsten erhöht werden kann. 



   Weitere Merkmale und Vorteile ergeben sich aus den Unteransprüchen und der nachfolgenden Beschreibung eines Ausführungsbeispieles der Erfindung unter Bezugnahme auf die Zeichnungen. Es zeigt Fig. 1 ein Ende eines erfindungsgemässen Gerüstpfostens, Fig. 2 teilweise im Schnitt längs der Linie 11-11 in Fig. 1 eine Stirnansicht eines erfindungsgemässen Gerüstpfostens in kleinerem Massstab und Fig. 3 eine Ansicht des Gerüstpfosten von links der Fig. 1 aus gesehen. 



   Ein Gerüstpfosten 1 besitzt ein von einer Schmalseite 4 zur anderen Schmalseite 5 verlaufendes Bohrloch 6, in dem ein Rohr 2 aufgenommen ist. Im Bereich der Öffnungen des Bohrloches 6 im Bereich der Schmalseiten 4,5 sind Vertiefungen 7,8 angeordnet, in welchen Beilagscheiben 3 aufgenommen sind, die über die Enden 9,10 des Rohres 2 gesteckt sind. Die Enden 9,10 des Rohres 2 sind in ihrem über die Beilagscheiben 3 ragenden Bereich nach aussen umgebördelt, wordurch das Rohr 2 mit den Beilagscheiben 3 vernietet und fest mit dem Gerüstpfosten 1 verspannt wird. 



  

   <Desc / Clms Page number 1>
 



   The invention relates to a scaffold post with final reinforcement.



   When using wooden scaffolding posts, weather conditions and rough operation on construction sites, if no reinforcement is used for protection, cause cracks in the wood and edges break out. The edges at the ends are particularly stressed.



   The object of the invention is to increase the life of scaffold posts. This object is achieved in that in the area of both ends of the scaffold post there is a borehole passing through it parallel to its plane, that a pipe is received in the borehole and that washers are placed over both ends of the pipe which rest on the scaffold post and which are riveted to the ends of the tube.



   The increased strength of the wood prevents cracking on the end faces and provides all-round edge protection. Furthermore, the scaffold post according to the invention has the advantage that it is completely insensitive to the internal drying out of the wood and to external influences.



   The openings of the steel tubes also offer the possibility of connecting several scaffolding posts both lengthways and crossways, which can increase the safety of scaffolding.



   Further features and advantages emerge from the subclaims and the following description of an exemplary embodiment of the invention with reference to the drawings. 1 shows an end of a scaffold post according to the invention, FIG. 2 partly in section along the line 11-11 in FIG. 1 shows an end view of a scaffold post according to the invention on a smaller scale, and FIG. 3 shows a view of the scaffold post from the left of FIG. 1 seen.



   A scaffold post 1 has a borehole 6 which runs from one narrow side 4 to the other narrow side 5 and in which a tube 2 is received. In the area of the openings of the borehole 6 in the area of the narrow sides 4, 5 there are depressions 7, 8 in which washers 3 are received, which are inserted over the ends 9, 10 of the tube 2. The ends 9, 10 of the tube 2 are flanged outwards in their area projecting over the washers 3, whereby the tube 2 is riveted to the washers 3 and is firmly clamped to the scaffold post 1.



  
    

Claims (4)

Patentansprüche 1. Gerüstpfosten mit Endverstärkung, dadurch gekennzeichnet, dass im Bereich beider Enden des Gerüstpfostens (1) ein diesen parallel zu seiner Ebene quer durchsetzendes Bohrloch (6) vorgesehen ist, dass in dem Bohrloch (6) ein Rohr (2) aufgenommen ist und dass über beiden Enden (9,10) des Rohres (2) Beilagscheiben (3) gesteckt sind, die am Gerüstpfosten (1) anliegen und die mit den Enden (9,10) des Rohres (2) vernietet sind.1. Scaffold post with end reinforcement, characterized in that in the area of both ends of the A scaffold post (1) is provided with a borehole (6) which extends through it parallel to its plane, that a tube (2) is received in the borehole (6) and that over both ends (9, 10) of the Pipe (2) washers (3) are inserted, which rest on the scaffold post (1) and which are riveted to the ends (9,10) of the tube (2). 2. Gerüstpfosten nach Anspruch 1, dadurch gekennzeichnet, dass die Beilagscheiben (3) in Vertiefungen (7,8) der längslaufenden Schmalseiten (4,5) des Gerüstpfostens (1) aufgenommen sind. 2. scaffold post according to claim 1, characterized in that the washers (3) in recesses (7,8) of the longitudinal narrow sides (4,5) of the scaffold post (1) are received. 3. Gerüstpfosten nach Anspruch 2, dadurch gekennzeichnete, dass die Enden (9,10) der Rohre (2) in den Vertiefungen (7,8) liegen. 3. scaffolding post according to claim 2, characterized in that the ends (9,10) of the tubes (2) lie in the recesses (7,8). 4. Gerüstpfosten nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Beilagscheiben (3) mit den Rohren (2) durch Umbördeln derselben nach aussen vernietet sind. 4. scaffold post according to one of claims 1 to 3, characterized in that the washers (3) with the tubes (2) are riveted to the outside by flanging them.
AT21593A 1993-02-08 1993-02-08 Strength reinforcement for scaffolding post AT400464B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT21593A AT400464B (en) 1993-02-08 1993-02-08 Strength reinforcement for scaffolding post

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT21593A AT400464B (en) 1993-02-08 1993-02-08 Strength reinforcement for scaffolding post

Publications (2)

Publication Number Publication Date
ATA21593A ATA21593A (en) 1995-05-15
AT400464B true AT400464B (en) 1996-01-25

Family

ID=3484574

Family Applications (1)

Application Number Title Priority Date Filing Date
AT21593A AT400464B (en) 1993-02-08 1993-02-08 Strength reinforcement for scaffolding post

Country Status (1)

Country Link
AT (1) AT400464B (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT351739B (en) * 1974-10-16 1979-08-10 Layher Eberhard PIPE SCAFFOLDING SYSTEM
AT360223B (en) * 1977-06-02 1980-12-29 Layher Eberhard LOCKING BAR FOR METAL PIPE FRAME

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT351739B (en) * 1974-10-16 1979-08-10 Layher Eberhard PIPE SCAFFOLDING SYSTEM
AT360223B (en) * 1977-06-02 1980-12-29 Layher Eberhard LOCKING BAR FOR METAL PIPE FRAME

Also Published As

Publication number Publication date
ATA21593A (en) 1995-05-15

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Legal Events

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REN Ceased due to non-payment of the annual fee
ELJ Ceased due to non-payment of the annual fee