EP0234657A2 - Scaffolding system - Google Patents
Scaffolding system Download PDFInfo
- Publication number
- EP0234657A2 EP0234657A2 EP87200269A EP87200269A EP0234657A2 EP 0234657 A2 EP0234657 A2 EP 0234657A2 EP 87200269 A EP87200269 A EP 87200269A EP 87200269 A EP87200269 A EP 87200269A EP 0234657 A2 EP0234657 A2 EP 0234657A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- protrusion
- interlocking
- scaffolding
- matching opening
- bracing frame
- 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.)
- Withdrawn
Links
Images
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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/154—Non-detachably fixed and secured connections between platform and scaffold
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
-
- 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
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
- E04G7/308—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect without tying means for connecting the bars or members
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G2001/158—Platforms supported by spigots which engage through holes in the platform
Definitions
- the invention relates to a scaffolding system comprising vertical bracing frames, horizontal working platforms, diagonal struts and horizontal struts, each end section of which being provided with at least one matching opening known perse, the cross sectional passage of which is corresponding with a protrusion, a a number of which being provided on the bracing frames for interlocking scaffolding parts and further being provided with elements of different kinds on or in the vicinity respectively of said end sections with the purpose to interlock said end section, starting from an inoperative position for initial passage with respect to a first protrusion and after angularly rotating said scaffolding part into its final operative position mounting its opposite end section upon passage over a second protrusion and thereafter interlocking it.
- Some present scaffolding systems are provided at the upperside of the vertical bracing frame with round protrusions which fit in matching openings of the platform end portions or sections. To prevent blowing up of these platform ends the latter are covered or secured by a profile which simultaneously has the function of a lower traverse connector in the vertical bracing frame. It is a disadvantage of this principle that such a scaffolding can only be mounted and dismounted respectively in complete platform assembly stages. Such a scaffolding cannot be wholly or partly extended or dismounted at one end. For mounting of railing or diagonal struts on the vertical bracing frames use is often made of socalled tilting locks which are being welded at certain positions to one or both vertical bracing frames.
- a tilting lock normally consists of a massive steel pin having a vertical slot within which a hinged plate is fitted. This construction is vulnerable and subject to accumulation of dirt and rust, preventing optimal operation of the tilting lock. Scaffolding parts are mostly hot dip galvanized. The plate of the tilting locks can so only lateron be mounted, causing much additonal handling and often additional transporting costs.
- the scaffolding system avoids said disadvantages.
- the vertical protrusions on the vertical bracing frames are so shaped that the platforms can be mounted and dismounted respectively while the bracing frame mounted on top can remain in its operating position.
- said fitting lock can be replaced by a cheaper and less vulnerable scaffolding part.
- the uppermost traverse connector 6 of the vertical bracing frame I consists of a tubular profile upon which are welded two members each consisting of sidewardly and upwardly directed protrusions 5 .
- the horizontal strut matching openings 8 are provided which can be fitted over the protrusions 5.
- the uppermost traverse connector comprises an Omega shaped profile 9 whereas the protrusions 10 for fitting the platforms 2 consist of U-shaped brackets which are sidewise pointing in an upward direction from the uppermost traverse connector.
- the required stability during mounting is obtained by the fact that the outer side of the platform abuts against the upper side of the Omega shaped profile.
- an Omega shaped profile instead of using an Omega shaped profile also use can be made of an inverted T-shaped profile.
- This embodiment can be performed much more compact and cheaper than when it is performed according to Figs. 2 and 3.
- the platforms 2 are secured against blowing up forces by the lowermost traverse connector 11 being shaped as a T profile from a tubular profile as is shown in Figs. 6 and 7
- one or both standards of the vertical bracing frame 1 are provided with U-shaped brackets 12 having their legs welded to the standard thereby creating a rectangular protrusion with an inner opening or recess 13.
- a flattened end 14 of a horizontal strut 4 and a diagonal strut 3 respectively are each provided with a matching opening 15 of such a shape that it can fit over the protrusion 12 when positioned correctly.
- Each diagonal strut 3 and horizontal strut 4 is also flattened at its opposite end and provided with a rectangular matching opening which gives passage for the protrusion 12, see Figs. 8 and 9.
- the joint is interlocked by sliding the locking plate 17 in a downward direction, its nose member 19 thereby hooking in the recess 13 of the protrusion 12.
- the locking plate 17 if of symmetrical design so that also an inverted horizontal or diagonal strut can be correctly fitted. In this embodiment the locking plate is slidebly engaged in the flattened center portion of the strut's end and is moved parallelly thereto.
- the embodiment of Fig. 10 shows another shape of the interlocking element or nose member which is integral to the matching opening circumference.
- the embodiment of Fig. 11 shows a simple movable nose member for interlocking the strut's end with respect to the recessed protrusion.
- the flattenend portion may be provided with protruded areas or corrugated portions cooperating with the opposite inner surface of the nose member to cause a mutual interlock once the nose member is in its operational position.
- the movable or hingeable nose member carries at its right handside an extension to facilitate hammer setting and hammer lifting respectively for effecting the interlocking function or having the nose member unlocked respectively.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
Description
- The invention relates to a scaffolding system comprising vertical bracing frames, horizontal working platforms, diagonal struts and horizontal struts, each end section of which being provided with at least one matching opening known perse, the cross sectional passage of which is corresponding with a protrusion, a a number of which being provided on the bracing frames for interlocking scaffolding parts and further being provided with elements of different kinds on or in the vicinity respectively of said end sections with the purpose to interlock said end section, starting from an inoperative position for initial passage with respect to a first protrusion and after angularly rotating said scaffolding part into its final operative position mounting its opposite end section upon passage over a second protrusion and thereafter interlocking it.
- Some present scaffolding systems are provided at the upperside of the vertical bracing frame with round protrusions which fit in matching openings of the platform end portions or sections. To prevent blowing up of these platform ends the latter are covered or secured by a profile which simultaneously has the function of a lower traverse connector in the vertical bracing frame. It is a disadvantage of this principle that such a scaffolding can only be mounted and dismounted respectively in complete platform assembly stages. Such a scaffolding cannot be wholly or partly extended or dismounted at one end. For mounting of railing or diagonal struts on the vertical bracing frames use is often made of socalled tilting locks which are being welded at certain positions to one or both vertical bracing frames. A tilting lock normally consists of a massive steel pin having a vertical slot within which a hinged plate is fitted. This construction is vulnerable and subject to accumulation of dirt and rust, preventing optimal operation of the tilting lock. Scaffolding parts are mostly hot dip galvanized. The plate of the tilting locks can so only lateron be mounted, causing much additonal handling and often additional transporting costs.
- According to the invention the scaffolding system avoids said disadvantages. To that purpose the vertical protrusions on the vertical bracing frames are so shaped that the platforms can be mounted and dismounted respectively while the bracing frame mounted on top can remain in its operating position. While providing one or both standards or posts of the vertical bracing frame with protrusions of such shape that diagonal and horizontal struts respectively can be locked automatically after fitting and rotating, said fitting lock can be replaced by a cheaper and less vulnerable scaffolding part.
- The invention will hereinafter be explained by the drawing in which:
- Fig. 1 is a perspective view of a scaffolding to which the invention is applied, with
vertical bracing frames 1,platforms 2, diagonal struts 3 andhorizontal struts 4; - Fig. 2 is a perspective view of the connection between vertical bracings and platforms;
- Fig. 3 is a cross section of a connection between the vertical bracing frames and the platforms in an embodiment of Fig. 2;
- Fig. 4 is a second embodiment in perspective view of a similar connection between the vertical bracing frames and the platforms;
- Fig. 5 is a cross section of the connection between the vertical bracing frames and platforms similar to the embodiment in Fig 4;
- Fig. 6 is a perspective view of a connection between the
vertical bracing frame 1 and a diagonal strut 3 and also ahorizontal strut 4; - Fig. 7 is a front view of a connection between a
vertical bracing frame 1 and ahorizontal strut 4 having a passage opening of a first kind; - Fig. 8 is a perspective view of a connection between a vertical bracing frame and a diagonal and horizontal strut respectively having a second passage opening and a lock;
- Fig. 9 is a front view of the connection as shown in Fig. 8 and it also shows the locking plate separately;
- Fig. 10 is another front view of a connection being shown in an unlocked and in a locked position respectively and
- Fig. 11 is a perspective view of a hingeable locking member provided on the end portion of a horizontal strut.
- According to the embodiment of Figs. 2 and 3 the
uppermost traverse connector 6 of the vertical bracing frame I consists of a tubular profile upon which are welded two members each consisting of sidewardly and upwardly directed protrusions 5 . In the end portions of the horizontalstrut matching openings 8 are provided which can be fitted over the protrusions 5. After the positioning of theplatforms 2 blowing up is avoided by the lowermost traverse connector 7, of the vertical bracing frame placed on top of the first one. Since both inner surfaces of the protrusions 5 are tapering in an upward direction - converging in Fig. 3 - it remains possible to take away theplatform 2 by a restricted anti-clockwise rotation followed by lifting thematcghing openings 8 from the protrusions 5. This means that such a scaffolding system can be mounted and dismounted respectively along a vertical line. Since the opposite part of the protrusion 5, facing the tapered portion, is in its mounted position contacting the upper edge of thematching opening 8 in theplatform 2, this causes at least in one direction a stiff joint thereby ensuring mounting stability. In the embodiment of Fig 4 the uppermost traverse connector comprises an Omegashaped profile 9 whereas theprotrusions 10 for fitting theplatforms 2 consist of U-shaped brackets which are sidewise pointing in an upward direction from the uppermost traverse connector. - The required stability during mounting is obtained by the fact that the outer side of the platform abuts against the upper side of the Omega shaped profile. Instead of using an Omega shaped profile also use can be made of an inverted T-shaped profile. This embodiment can be performed much more compact and cheaper than when it is performed according to Figs. 2 and 3. The
platforms 2 are secured against blowing up forces by the lowermost traverse connector 11 being shaped as a T profile from a tubular profile as is shown in Figs. 6 and 7 one or both standards of thevertical bracing frame 1 are provided withU-shaped brackets 12 having their legs welded to the standard thereby creating a rectangular protrusion with an inner opening orrecess 13. Aflattened end 14 of ahorizontal strut 4 and a diagonal strut 3 respectively are each provided with amatching opening 15 of such a shape that it can fit over theprotrusion 12 when positioned correctly. - By angularly rotating the horizontal and
diagonal struts 4 and 3 respectively the interlocking element ornose 16 is moved into theinner opening 13 of theprotrusion 12 causing the locking of the diagonal or horizontal struts during its mounting position. - Naturally one can create various and different shapes of protrusions and cooperating recesses for obtaining an interlocking arrangement after rotating one part with respect to the other. Each diagonal strut 3 and
horizontal strut 4 is also flattened at its opposite end and provided with a rectangular matching opening which gives passage for theprotrusion 12, see Figs. 8 and 9. Once the matching opening fits the protrusion the joint is interlocked by sliding thelocking plate 17 in a downward direction, itsnose member 19 thereby hooking in therecess 13 of theprotrusion 12. Thelocking plate 17 if of symmetrical design so that also an inverted horizontal or diagonal strut can be correctly fitted. In this embodiment the locking plate is slidebly engaged in the flattened center portion of the strut's end and is moved parallelly thereto. - The embodiment of Fig. 10 shows another shape of the interlocking element or nose member which is integral to the matching opening circumference. The embodiment of Fig. 11 shows a simple movable nose member for interlocking the strut's end with respect to the recessed protrusion. In the event that such a movable nose meber also remains in its interlocking position when the strut is in an inverted position, the flattenend portion may be provided with protruded areas or corrugated portions cooperating with the opposite inner surface of the nose member to cause a mutual interlock once the nose member is in its operational position. The movable or hingeable nose member carries at its right handside an extension to facilitate hammer setting and hammer lifting respectively for effecting the interlocking function or having the nose member unlocked respectively.
Claims (12)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL8600407 | 1986-02-18 | ||
NL8600407A NL8600407A (en) | 1986-02-18 | 1986-02-18 | SYSTEM SCAFFOLD. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0234657A2 true EP0234657A2 (en) | 1987-09-02 |
EP0234657A3 EP0234657A3 (en) | 1988-06-08 |
Family
ID=19847593
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP87200269A Withdrawn EP0234657A3 (en) | 1986-02-18 | 1987-02-18 | Scaffolding system |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0234657A3 (en) |
NL (1) | NL8600407A (en) |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0275824A1 (en) * | 1986-12-16 | 1988-07-27 | Alusuisse-Lonza Services Ag | Scaffolding element |
WO1998007934A1 (en) * | 1996-08-16 | 1998-02-26 | Peri Gmbh | Dismountable facade scaffold |
WO1998041713A1 (en) * | 1997-03-19 | 1998-09-24 | Peri Gmbh | Scaffolding with vertical and diagonal poles |
EP0919676A1 (en) * | 1997-12-01 | 1999-06-02 | plettac AG | Head mounting for scaffolding plank |
EP0965706A1 (en) * | 1998-06-19 | 1999-12-22 | Wilhelm Layher Vermögensverwaltungs-GmbH | Vertical frame for a scaffolding |
WO2005124057A1 (en) * | 2004-06-18 | 2005-12-29 | Safestand Limited | Fittings for builders' trestles |
EP1857610A1 (en) * | 2006-05-18 | 2007-11-21 | SAFE b.v. | Beam/floor board combination for scaffold systems |
WO2012064204A2 (en) * | 2010-11-10 | 2012-05-18 | Hugh Gordon Mccarroll | A scaffold and method for construction of same |
DE102014224002A1 (en) | 2014-11-25 | 2016-05-25 | Peri Gmbh | Railing rail and scaffolding with a railing rail |
DE102016213773A1 (en) | 2016-07-27 | 2018-02-01 | Peri Gmbh | fastener |
CN108750970A (en) * | 2018-06-07 | 2018-11-06 | 重庆工业职业技术学院 | A kind of tower crane occasional passage and its installation method |
WO2019057957A1 (en) | 2017-09-25 | 2019-03-28 | Peri Gmbh | Pole-shaped scaffolding element, scaffolding part having a scaffolding element of this kind and method for mounting a scaffolding element of this kind |
WO2020005177A1 (en) * | 2018-06-29 | 2020-01-02 | Urti̇m Kalip Ve İskele Si̇stemleri̇ Sanayi̇ Ve Ti̇caret Anoni̇m Şi̇rketi̇ | Interlocking scaffold platform |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1918432U (en) * | 1965-04-09 | 1965-06-24 | Ferma Handels Und Vewaltungssa | LOCKING DEVICE FOR DIAGONAL STRUTS IN METAL FRAMEWORK. |
DE1230190B (en) * | 1959-04-25 | 1966-12-08 | Emil Mauritz Huennebeck Dipl I | Framework |
DE8520249U1 (en) * | 1985-07-11 | 1985-08-22 | Bera Berliner Rahmengerüst GmbH & Co KG, 1000 Berlin | Vertical frame |
-
1986
- 1986-02-18 NL NL8600407A patent/NL8600407A/en not_active Application Discontinuation
-
1987
- 1987-02-18 EP EP87200269A patent/EP0234657A3/en not_active Withdrawn
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1230190B (en) * | 1959-04-25 | 1966-12-08 | Emil Mauritz Huennebeck Dipl I | Framework |
DE1918432U (en) * | 1965-04-09 | 1965-06-24 | Ferma Handels Und Vewaltungssa | LOCKING DEVICE FOR DIAGONAL STRUTS IN METAL FRAMEWORK. |
DE8520249U1 (en) * | 1985-07-11 | 1985-08-22 | Bera Berliner Rahmengerüst GmbH & Co KG, 1000 Berlin | Vertical frame |
Cited By (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0275824A1 (en) * | 1986-12-16 | 1988-07-27 | Alusuisse-Lonza Services Ag | Scaffolding element |
WO1998007934A1 (en) * | 1996-08-16 | 1998-02-26 | Peri Gmbh | Dismountable facade scaffold |
US6422345B1 (en) | 1996-08-16 | 2002-07-23 | Peri Gmbh | Dismountable facade scaffold |
US6554102B2 (en) | 1996-08-16 | 2003-04-29 | Peri Gmbh | Dismountable facade scaffold |
DE19655284B4 (en) * | 1996-08-16 | 2008-01-24 | Peri Gmbh | Dismountable facade scaffolding |
WO1998041713A1 (en) * | 1997-03-19 | 1998-09-24 | Peri Gmbh | Scaffolding with vertical and diagonal poles |
EP0919676A1 (en) * | 1997-12-01 | 1999-06-02 | plettac AG | Head mounting for scaffolding plank |
EP0965706A1 (en) * | 1998-06-19 | 1999-12-22 | Wilhelm Layher Vermögensverwaltungs-GmbH | Vertical frame for a scaffolding |
WO2005124057A1 (en) * | 2004-06-18 | 2005-12-29 | Safestand Limited | Fittings for builders' trestles |
EP1700972A1 (en) | 2004-06-18 | 2006-09-13 | Safestand Limited | Stabilising brace for builders' trestles |
US8794381B2 (en) | 2004-06-18 | 2014-08-05 | Safestand Limited | Fittings for builders' trestles |
EP1857610A1 (en) * | 2006-05-18 | 2007-11-21 | SAFE b.v. | Beam/floor board combination for scaffold systems |
WO2012064204A3 (en) * | 2010-11-10 | 2012-07-05 | Hugh Gordon Mccarroll | Modular scaffold and tensioned bracing arrangement and method of construction. |
WO2012064204A2 (en) * | 2010-11-10 | 2012-05-18 | Hugh Gordon Mccarroll | A scaffold and method for construction of same |
DE102014224002A1 (en) | 2014-11-25 | 2016-05-25 | Peri Gmbh | Railing rail and scaffolding with a railing rail |
WO2016083215A1 (en) | 2014-11-25 | 2016-06-02 | Peri Gmbh | Railing bar and scaffolding having a railing bar |
DE102016213773A1 (en) | 2016-07-27 | 2018-02-01 | Peri Gmbh | fastener |
WO2018019877A1 (en) | 2016-07-27 | 2018-02-01 | Peri Gmbh | Fastening element |
DE202017007044U1 (en) | 2016-07-27 | 2019-05-13 | Peri Gmbh | fastener |
US11761218B2 (en) | 2016-07-27 | 2023-09-19 | Peri Se | Fastening element |
WO2019057957A1 (en) | 2017-09-25 | 2019-03-28 | Peri Gmbh | Pole-shaped scaffolding element, scaffolding part having a scaffolding element of this kind and method for mounting a scaffolding element of this kind |
DE102017216889A1 (en) | 2017-09-25 | 2019-03-28 | Peri Gmbh | Bar-shaped scaffolding element, scaffolding part with such a scaffolding element and method for mounting such a scaffolding element |
CN108750970A (en) * | 2018-06-07 | 2018-11-06 | 重庆工业职业技术学院 | A kind of tower crane occasional passage and its installation method |
WO2020005177A1 (en) * | 2018-06-29 | 2020-01-02 | Urti̇m Kalip Ve İskele Si̇stemleri̇ Sanayi̇ Ve Ti̇caret Anoni̇m Şi̇rketi̇ | Interlocking scaffold platform |
Also Published As
Publication number | Publication date |
---|---|
EP0234657A3 (en) | 1988-06-08 |
NL8600407A (en) | 1987-09-16 |
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