EP2422028B1 - Stütze für bauarbeiten - Google Patents

Stütze für bauarbeiten Download PDF

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Publication number
EP2422028B1
EP2422028B1 EP10718306.3A EP10718306A EP2422028B1 EP 2422028 B1 EP2422028 B1 EP 2422028B1 EP 10718306 A EP10718306 A EP 10718306A EP 2422028 B1 EP2422028 B1 EP 2422028B1
Authority
EP
European Patent Office
Prior art keywords
outer pipe
pipe
creases
construction prop
holes
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.)
Active
Application number
EP10718306.3A
Other languages
English (en)
French (fr)
Other versions
EP2422028A1 (de
Inventor
Franciscus Jozef Leonardus Hubertus Brinkmann
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.)
Scafom International BV
Original Assignee
Scafom International BV
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 Scafom International BV filed Critical Scafom International BV
Publication of EP2422028A1 publication Critical patent/EP2422028A1/de
Application granted granted Critical
Publication of EP2422028B1 publication Critical patent/EP2422028B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/061—Shores or struts; Chocks telescopic with parts held together by positive means by pins
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut

Definitions

  • the invention relates to a construction prop.
  • Constructions props have been known for many years. Examples of construction props are described in GB-755831 and DE694113U . These known construction props comprise an outer pipe with a longitudinal central axis. The known outer pipe is provided with a foot at a lower end of the outer pipe and screw thread adjacent an upper end of the outer pipe. Further, two slotted holes are provided the screw thread which extend in a direction parallel to the longitudinal central axis and which are provided diametrically relative to each other in the outer pipe. The known construction props further comprise an inner pipe which is slideably received in the outer pipe.
  • the inner pipe is provided with a series of pairs of holes which are arranged over a part of the length of the inner pipe, while the two holes of each pair of holes are disposed diametrically relative to each other in the inner pipe.
  • the known construction prop further comprises an adjusting nut which is provided with internal screw thread which is configured for cooperation with the screw thread of the outer pipe.
  • the construction prop further comprises a supporting pin which, in use, extends through one of the pairs of holes of the inner pipe and the slotted holes in the outer pipe and which bears on a top of the adjusting nut.
  • the inner pipe can be height-adjusted by inserting the supporting pin into another pair of holes of the inner pipe. Fine-tuning the height can be obtained through rotation of the adjusting nut.
  • the inner pipe can be provided adjacent a lower end thereof with a widening and the outer pipe can be provided adjacent an upper end thereof-with a reduced portion.
  • the widening and the reduced portion should be geared to each other such that the widening cannot pass the reduced portion.
  • the reduced portion is above the portion provided with screw thread.
  • the reduced portion is directly below the threaded portion.
  • the inside diameter of the threaded portion is also smaller than the inside diameter of the remaining part of the outer pipe, so that a better guiding of the inner pipe relative to the outer pipe is obtained and furthermore, the risk of skewness of the inner pipe relative to the outer pipe is minimized.
  • DE 19844613 discloses a scaffolding pole having reinforcement sleeves that are crimped on the outer surface of the scaffolding pole adjacent a connection arrangement for ledgers.
  • the outer pipe in a direction transversely to the longitudinal central axis of the outer pipe, the outer pipe can be readily squashed.
  • the axial profiling provides a deformation possibility known from an accordion or a bellows.
  • An outer pipe which is somewhat squashed at the axial profiling under the influence of a load and the more limited resistance to deformation as a result of the axial profiling, is much more susceptible to bend when the outer pipe is loaded in the direction of the longitudinal central axis again.
  • the object of the invention is to provide a construction prop with which the above-mentioned drawbacks are at least partly remedied.
  • the object of the invention is a construction prop which is provided with a foot reinforcement that does not lead to weight increase nor is susceptible to squashing of the pipe under the influence of a force applied to the pipe wall perpendicularly to the longitudinal central axis.
  • a construction prop is provided with:
  • the construction prop is characterized according to the invention in that the outer pipe comprises a foot reinforcement adjacent a lower end of the outer pipe, having a number of creases which each extend in tangential direction around the entire circumference of the outer pipe, wherein each crease extends in an imaginary plane which extends perpendicularly to the longitudinal central axis, wherein the tangential creases are provided in an area of the outer pipe which extends from adjacent the lower end of the outer pipe over a length of 10 - 50 cm, and wherein the tangential creases are provided through plastic deformation of the pipe wall and have a wave-shaped cross-sectional profile viewed in a cross-sectional plane in which also the longitudinal central axis extends.
  • a construction prop 10 comprises an outer pipe 12 with a longitudinal central axis L.
  • the outer pipe 12 is provided with a foot 14 at a lower end of the outer pipe 12.
  • screw thread 16 Adjacent an upper end of the outer pipe 12, screw thread 16 is provided.
  • the construction prop 10 further comprises an inner pipe 20 which is slideably received in the outer pipe 12.
  • the inner pipe 20 is provided with a series of pair of holes 22 which are arranged over a part of the length of the inner pipe 20.
  • the two holes of each pair of holes 22 are disposed diametrically relative to each other in the inner pipe 20.
  • an upper end of the inner pipe 20 can be provided with an end plate 24 which has a substantially flat top surface extending substantially perpendicularly to the longitudinal central axis.
  • the construction prop is generally provided with an adjusting nut 26 which is provided with inside screw thread configured for cooperation with the screw thread 16 of the outer pipe 12.
  • the construction prop further generally comprises a supporting pin 28 which, in use, extends through one of the pairs of holes 22 of the inner pipe 20 and the slotted holes 18 in the outer pipe 12 and which bears on a top of the adjusting nut 26.
  • a supporting pin 28 which, in use, extends through one of the pairs of holes 22 of the inner pipe 20 and the slotted holes 18 in the outer pipe 12 and which bears on a top of the adjusting nut 26.
  • the inner pipe 20 can be provided with a height marking 30.
  • a height marking 30 simplifies the choice of the correct pair of holes 22 for inserting the support pin 28.
  • the outer pipe 12 can be provided with a centre of gravity marking 32.
  • the centre of gravity marking 32 is designed as a line marking extending in tangential direction around the outer pipe 12. It is clear that also other designs of the centre of gravity marking 32 are possible.
  • a centre of gravity marking 32 simplifies picking up the construction prop 10 by a user. The fact is that when the user picks up the construction prop 10 at the centre of gravity marking, the construction prop 10 will be directly in equilibrium, without the user having to correct his point/location of engagement.
  • the height marking 30 and the centre of gravity marking 32 can be provided with the aid of, for instance, a punching operation or an etching operation.
  • a thus provided marking 30, 32 can be made more striking by giving the marking a colour that deviates from the colour of the rest of the construction prop 10. It is also possible to provide a height marking 30 and/or centre of gravity marking 32 only by applying colours, therefore without a punching or etching operation.
  • the construction prop 10 is further provided with a foot reinforcement 34 adjacent a lower end of the outer pipe 12.
  • the foot reinforcement 34 comprises a plurality of creases 36 which each extend in tangential direction around the entire circumference of the outer pipe 12.
  • Each crease 36 extends in an imaginary plane P1, P2, ... Pn which extends perpendicularly to the longitudinal central axis L.
  • the tangential creases 36 do not weaken the outer pipe 12 in case of squashing due to a force applied to the pipe wall in a direction perpendicularly to the longitudinal central axis L. On the contrary, the tangential creases 36 reinforce the outer pipe 12 against such a load.
  • the tangential creases 36 offer protection against formation of dents which may occur as a result of a large hammer or beam being hit against the lower side of the outer pipe 12; which operation may be carried out when construction props are removed. Dents may still be formed, however, these dents are formed in the parts of the tangential creases 36 located radially outwardly. The parts of the tangential creases 36 located radially inwardly remain undamaged. Therefore, sliding the inner pipe 20 inwardly or outwardly relative to the outer pipe 12 can take place unhindered, even when there is some extent of denting.
  • the tangential creases 36 are provided in an area of the outer pipe 12 which extends from adjacent the lower end of the outer pipe 12 over a length of 10 - 50 cm. In the example shown, the length of the area over which tangential creases have been provided from the foot 14 is approximately 15 cm.
  • the tangential creases 36 are provided through plastic deformation of the pipe wall.
  • the tangential creases 36 have a wave-shaped cross sectional profile viewed in a cross sectional plane in which also the longitudinal central axis L extends, as shown in Figs. 3 and 5 . In the exemplary embodiments shown, the crests 36a, 36c turned radially outwardly and the bases 36b, 36d of the wave-shaped cross sectional profile are not equally long.
  • the crests 36a turned radially outwardly are short relative to the bases 36b which extend in the same cylindrical plane as the rest of the wall of the outer pipe 12.
  • the crests 36c turned radially outwardly are long relative to the bases 36d which extend in the same cylindrical plane as the rest of the wall of the outer pipe 12.
  • the length of the crests and the bases of the wave-shaped profile of the tangential creases 36 can indeed be equally long.
  • the distance D between the crests 36a or 36c of two neighbouring creases 36 can be in the range of 0.5 to 3.5 cm. With such a distance, it is sufficiently provided that impact with a large hammer or beam does not lead to dent formation in the parts of the foot reinforcement 34 located radially inwardly. In the exemplary embodiment shown, the distance D is approximately 25 mm.
  • the foot reinforcement 34 can also comprise axial creases in addition to the tangential creases 36.
  • the axial creases which are provided through plastic deformation of the outer pipe wall, can promote guiding of the inner pipe relative to the outer pipe while still the resistance against squashing of the outer pipe is retained as a result of the presence of the tangential creases.
  • Reference numerals in the claims should not be understood to be limitations of the claims but serve as clarification only.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Supports For Pipes And Cables (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (8)

  1. Stütze für Bauarbeiten, umfassend:
    • ein Außenrohr (12) mit einer länglichen Mittelachse (L), das Außenrohr (12) versehen mit:
    ∘ einem Fuß (14) an einem unteren Ende des Außenrohres (12);
    ∘ einem Schraubgewinde (16) angrenzend an ein oberes Ende des Außenrohres (12);
    ∘ zwei schlitzförmigen Löchern (18), die an dem Schraubgewinde (16) angeordnet sind und die in einer Richtung parallel zu der länglichen Mittelachse (L) verlaufen und die diametral zueinander in dem Außenrohr (12) bereitgestellt sind;
    • einem Innenrohr (20), das verschiebbar in dem Außenrohr (12) aufgenommen ist und das versehen ist mit:
    ∘ einer Reihe von Lochpaaren (22), angeordnet über einen Teil der Länge des Innenrohres (20), wobei die zwei Löcher von jedem Lochpaar (22) diametral zueinander in dem Innenrohr (20) angeordnet sind;
    dadurch gekennzeichnet, dass das Außenrohr (12) eine Fußverstärkung (34), angrenzend an ein unteres Ende des Außenrohres (12), umfasst, mit mehreren Falten (36), die jeweils in tangentialer Richtung um den gesamten Umfang des Außenrohres (12) verlaufen, wobei jede Falte (36) in einer gedachten Ebene (P1, P2...Pn) verläuft, die senkrecht zur länglichen Mittelachse (L) verläuft, wobei die tangentialen Falten (36) in einem Bereich des Außenrohres (12) vorgesehen sind, der vom angrenzenden unteren Ende des Außenrohres (12) über eine Länge von 10-50 cm verläuft, und wobei die tangentialen Falten (36) durch plastische Deformation der Rohrwand bereitgestellt sind und ein wellenförmiges Querschnittprofil, gesehen in einer Querschnittsebene, in der auch die längliche Mittelachse (L) verläuft, aufweisen.
  2. Stütze für Bauarbeiten nach Anspruch 1, wobei der Abstand (D) zwischen den Scheiteln (36a, 36c) von zwei benachbarten Falten im Bereich von 0,5 bis 3,5 cm ist.
  3. Stütze für Bauarbeiten nach einem der vorhergehenden Ansprüche, ferner umfassend:
    • eine Stell mutter (26), die mit Innengewinde bereitgestellt ist, konfiguriert zum Zusammenarbeiten mit dem Schraubgewinde (16) des Außenrohres (12).
  4. Stütze für Bauarbeiten nach Anspruch 3, ferner umfassend:
    • einen Stützstift (28), der, bei Verwendung, durch eines der Lochpaare (22) des Innenrohres (20) und die schlitzförmigen Löcher (18) in dem Außenrohr (12) verläuft und der auf einer Oberseite der Stellmutter (26) aufsetzt.
  5. Stütze für Bauarbeiten nach einem der vorhergehenden Ansprüche, umfassend:
    • eine Endplatte (24), die mit einem oberen Ende des Innenrohres (20) verbunden ist und die mit einer im Wesentlichen flachen oberen Fläche versehen ist, die im Wesentlichen senkrecht zu der länglichen Mittelachse (L) verläuft.
  6. Stütze für Bauarbeiten nach einem der vorhergehenden Ansprüche, umfassend:
    • eine Höhenmarkierung (30), die an dem Innenrohr (20) bereitgestellt ist.
  7. Stütze für Bauarbeiten nach einem der vorhergehenden Ansprüche, umfassend:
    • eine Schwerpunktmarkierung (32) an dem Außenrohr (12) im Schwerezentrum der Stütze für Bauarbeiten (10), wenn das Innenrohr (20) in einem am meisten eingeschobenen Zustand in dem Außenrohr (12) ist.
  8. Stütze für Bauarbeiten nach einem der vorhergehenden Ansprüche, umfassend:
    • axiale Falten in der Fußverstärkung (34), die die tangentialen Falten (36) kreuzen.
EP10718306.3A 2009-04-24 2010-04-23 Stütze für bauarbeiten Active EP2422028B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL2002800A NL2002800C2 (nl) 2009-04-24 2009-04-24 Bouwstempel.
PCT/NL2010/050219 WO2010123360A1 (en) 2009-04-24 2010-04-23 Construction prop

Publications (2)

Publication Number Publication Date
EP2422028A1 EP2422028A1 (de) 2012-02-29
EP2422028B1 true EP2422028B1 (de) 2016-07-13

Family

ID=41279467

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10718306.3A Active EP2422028B1 (de) 2009-04-24 2010-04-23 Stütze für bauarbeiten

Country Status (5)

Country Link
EP (1) EP2422028B1 (de)
CN (1) CN102439249B (de)
NL (1) NL2002800C2 (de)
PL (1) PL2422028T3 (de)
WO (1) WO2010123360A1 (de)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103573008A (zh) * 2013-11-05 2014-02-12 南京工业大学 一种带长度调节装置的支撑杆
IT201700055288A1 (it) * 2017-05-22 2018-11-22 Amadio & C S P A Supporto per l'edilizia rinforzato e metodo di realizzazione di tale supporto rinforzato
JP7481725B1 (ja) 2024-01-27 2024-05-13 Ｕｓｌ株式会社 仮設工事用サポートの設置方法

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB755831A (en) * 1952-11-08 1956-08-29 John Burton Improvements in or relating to extensible shores and struts
DE7636864U1 (de) * 1976-11-24 1977-03-03 Huennebeck Gmbh, 4030 Ratingen Hoehenverstellbare stuetze
FR2670819B1 (fr) * 1990-12-24 1994-08-26 Ottenwealder Bernard Perfectionnement aux etais tubulaires telescopiques.
CN2155405Y (zh) * 1993-06-16 1994-02-09 杨庆宇 钢管支柱
CN2183396Y (zh) * 1994-02-08 1994-11-23 李秀锻 支撑架的定位螺母除垢结构
DE19844613A1 (de) * 1998-09-29 2000-03-30 Plettac Ag Vertikales Gerüstrohr mit verbesserter Lastaufnahmefähigkeit
AU3279899A (en) * 1999-02-26 2000-09-14 Wui Loong System Scaffolds Company Limited Scaffolding member and production method
CN2506733Y (zh) * 2001-06-23 2002-08-21 开平市优赢金属制品有限公司 Yy型强力可调钢支顶
DE10228479B4 (de) * 2002-06-26 2004-06-09 Peri Gmbh Stütze für den Baubereich
ES2224889B1 (es) * 2004-06-03 2006-03-16 Ingenieria De Encofrados Y Servicios, S.L. Puntal para obras.
CN2775211Y (zh) * 2005-01-14 2006-04-26 崔永秀 活顶柱
CN201106290Y (zh) * 2007-11-14 2008-08-27 李信伟 工程组合式活动支撑装置

Also Published As

Publication number Publication date
CN102439249A (zh) 2012-05-02
NL2002800C2 (nl) 2010-10-26
EP2422028A1 (de) 2012-02-29
WO2010123360A1 (en) 2010-10-28
PL2422028T3 (pl) 2016-12-30
CN102439249B (zh) 2014-10-22

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