US20180142480A1 - Scaffolding having a coupling - Google Patents
Scaffolding having a coupling Download PDFInfo
- Publication number
- US20180142480A1 US20180142480A1 US15/872,854 US201815872854A US2018142480A1 US 20180142480 A1 US20180142480 A1 US 20180142480A1 US 201815872854 A US201815872854 A US 201815872854A US 2018142480 A1 US2018142480 A1 US 2018142480A1
- Authority
- US
- United States
- Prior art keywords
- coupling
- scaffolding
- connection location
- connection
- recess
- 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.)
- Abandoned
Links
- 238000010168 coupling process Methods 0.000 title claims abstract description 109
- 238000005859 coupling reaction Methods 0.000 title claims abstract description 109
- 230000008878 coupling Effects 0.000 title claims abstract description 85
- 238000000034 method Methods 0.000 claims abstract description 8
- 230000014759 maintenance of location Effects 0.000 claims description 21
- 238000010276 construction Methods 0.000 description 5
- 230000000717 retained effect Effects 0.000 description 3
- 230000002265 prevention Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003213 activating effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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
- 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
- E04G7/307—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 with 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
-
- 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
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- 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
- E04G7/02—Connections between parts of the scaffold with separate coupling elements
- E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
- E04G7/22—Stiff scaffolding clamps for connecting scaffold members of common shape for scaffold members in end-to-side relation
Definitions
- a scaffolding node is intended to be understood to be a location which is provided on a scaffolding shaft with regular spacing and at which at least two connection locations for system components, such as longitudinal and/or transverse bars, scaffolding floors, diagonals and the like, are provided and at which the system components can be fitted without using a clip which surrounds the pipe of the scaffolding shaft, at least at substantially the same height. If bars are securely connected to the scaffolding shaft, even when only one connection location is present there is a scaffolding node present in the context of this application.
- These scaffolding nodes are constructed in many commercially available modular scaffoldings in the form of anchor plates, perforated discs, pockets, cup-like receiving members or other suitable receiving members.
- the solution according to the invention consequently makes use of the fact that most modular scaffoldings have in the region of the scaffolding nodes connection locations which can be used for connection to a coupling.
- the coupling according to the invention is consequently constructed in a structurally very simple manner and can be rapidly assembled without activating a screw connection.
- the half-coupling is particularly preferably arranged in such a manner that a tubular scaffolding retention member of any length can be introduced into the half-coupling. That is to say, the half-coupling is preferably orientated in such a manner that a tubular scaffolding retention member which is introduced into the half-coupling does not strike a portion of the coupling. Alternatively or additionally, the half-coupling may be constructed in such a manner that a tubular scaffolding retention member which is introduced into the half-coupling does not strike a portion of the scaffolding. In this manner, the tubular scaffolding retention member does not have to be cut to the length of the spacing of the scaffolding with respect to the scaffolding.
- the coupling may receive in the half-coupling a scaffolding pipe which can be connected at one end by means of a facade connection to a building facade.
- the scaffolding pipe is in this instance preferably connected to the angular portion by means of the half-coupling.
- the scaffolding pipe is preferably connected to the facade connection of a building facade.
- FIG. 2 a is a perspective view of another coupling
- the half-coupling 22 is connected to a plate-like portion 28 by means of a weld connection 26 .
- a weld connection 26 it could also be rotatably connected to the plate-like portion 24 , for example, by means of a screw or rivet connection.
- the plate-like portion 28 is connected to an angular portion 30 of the coupling 18 .
- the angular portion 30 is constructed in the form of a rod which is bent in a simple manner.
- the angular portion 30 is guided through a first recess 32 which is constructed in the form of a through-recess.
- FIG. 2 b is a plan view of the coupling 18 according to FIG. 2 a .
- the T-shaped portion 36 is constructed in an asymmetrical manner with respect to the longitudinal center plane 50 of the coupling 18 .
- the second upper side arm 40 is constructed to be longer than the first upper side arm 38 .
- the lower portion 42 has a notch 52 .
- the above-mentioned features facilitate the securing of the T-shaped portion 36 in the ⁇ -shaped additional recess 34 (see FIG. 1 ).
- the T-shaped portion 36 may also be constructed symmetrically relative to the longitudinal center plane 50 .
- the invention relates to a scaffolding 10 with a coupling 18 which can be mounted at a connection location 12 .
- the connection location 12 preferably has in this instance a recess 32 , 34 in the form of a through-recess in which an angular portion 30 , 44 , 46 of the coupling 18 can be at least partially introduced.
- the angular portion 30 , 44 , 46 preferably partially engages behind the connection location 12 .
- the coupling 18 may have a half-coupling 22 so that a simple connection to a scaffolding pipe, in particular for connection to a facade, is produced.
- the invention further relates to a method for connecting the scaffolding 10 to such a coupling 18 .
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
A scaffolding has a coupling which can be mounted at a connection location. The connection location in this instance has a recess in the form of a through-recess in which an angular portion of the coupling can be at least partially introduced. The angular portion engages partially behind the connection location. The coupling may have a half-coupling so that a simple connection to a scaffolding pipe, in particular for connecting to a facade, is produced. A method for connecting the scaffolding to such a coupling is also taught herein.
Description
- This continuation application claims priority to PCT/EP2016/066509 filed on Jul. 12, 2016 which has published as WO 2017/012919 A1 and also the
German application number 10 2015 213 737.6 filed on Jul. 21, 2015, the entire contents of which are fully incorporated herein with these references. - The present invention generally relates to scaffolding used in construction. More specifically, the present invention relates to a scaffolding having a coupling which can be mounted at a connection location.
- It is known in scaffolding construction to provide a coupling for the connection of individual components of a scaffolding. It is further known to secure a scaffolding, in particular a facade scaffolding, to a building facade by means of a scaffolding retention member.
- The connection between the scaffolding retention member and scaffolding is generally carried out in this instance by means of a so-called normal coupling by which a pipe of the scaffolding retention member is connected to a pipe of the scaffolding. Such a normal coupling has two half-couplings of which a first half-coupling is connected to the pipe of the scaffolding retention member and a second half-coupling is connected to a vertical scaffolding shaft of the scaffolding. The half-couplings are generally in the form of half-clips. In order to install the normal coupling, two half-couplings consequently have to be closed and screwed shut. These operating steps are time-intensive and complex for a scaffolding constructor, in particular when he has only one hand free for closing and screwing the normal coupling.
- Another disadvantage of the use of normal couplings for connecting a scaffolding retention member is that the spacing between the scaffolding retention member and scaffolding node as a result of the width of the half-clip is relatively large, which has an unfavourable effect on the introduction of forces into the scaffolding shaft.
- In scaffolding construction, it is further known to use bracing couplings for connecting a scaffolding pipe which acts as a scaffolding retention member to a lug of an annular screw which is fitted to a facade. The bracing couplings have in this instance a rod which is bent multiple times and which is introduced into the lug and is located in continuation of the center line of the scaffolding retention member which is intended to be assembled in order to ensure a favourable force path. The disadvantage is that it thereby constitutes a limitation for the scaffolding pipe. The known bracing couplings are used only at the facade side.
- Finally, it is known from scaffolding construction to use carrier couplings for connecting a scaffolding to a steel carrier or the like. However, carrier couplings can only be mounted in a relatively complex manner.
- An object of the present invention is in this regard to provide a scaffolding or a method with which a rapid connection of a scaffolding component is enabled with little structural complexity.
- This object of the present invention is achieved with a scaffolding having the features of the apparatus patent claim and a method according to the method patent claim. The dependent subordinate claims set out further advantageous developments.
- The object according to the invention is consequently achieved with a scaffolding having a coupling for a scaffolding retention member for connecting the scaffolding to a building facade, wherein the coupling can be connected at a recess of a connection location of a scaffolding node which is suitable for system components of the scaffolding. The connection location is in this instance constructed in the form of an anchor plate portion.
- The coupling according to the invention, without the use of a clip which surrounds the scaffolding shaft, can thereby be connected to the connection location on a scaffolding node. This enables securing of a scaffolding to a facade in a manner which is as simple as possible in terms of construction and handling technology.
- In this instance, a scaffolding node is intended to be understood to be a location which is provided on a scaffolding shaft with regular spacing and at which at least two connection locations for system components, such as longitudinal and/or transverse bars, scaffolding floors, diagonals and the like, are provided and at which the system components can be fitted without using a clip which surrounds the pipe of the scaffolding shaft, at least at substantially the same height. If bars are securely connected to the scaffolding shaft, even when only one connection location is present there is a scaffolding node present in the context of this application. These scaffolding nodes are constructed in many commercially available modular scaffoldings in the form of anchor plates, perforated discs, pockets, cup-like receiving members or other suitable receiving members.
- The solution according to the invention consequently makes use of the fact that most modular scaffoldings have in the region of the scaffolding nodes connection locations which can be used for connection to a coupling. The coupling according to the invention is consequently constructed in a structurally very simple manner and can be rapidly assembled without activating a screw connection.
- In a preferred embodiment of the invention, the coupling has an angular portion in order to connect the coupling to the connection location.
- In a further preferred manner, the coupling according to the invention can be connected to the connection location in a tool-free manner.
- The recess of the connection location is preferably constructed in the form of a through-recess. For connection to such a connection location, the angular portion can be constructed to partially engage behind an inner edge of the through-recess.
- The angular portion may be at least a portion of a bent rod of the coupling. In a preferred embodiment of the coupling, the angular portion is completely constructed in the form of a rod which is bent in a simple manner.
- Alternatively or additionally, the coupling may have a nose-like projection so that the coupling can be secured in the recess of the connection location by means of a clamping connection. The nose-like projection in this instance constitutes a rotation prevention member of the coupling relative to the connection location. The rotation prevention member is in this instance preferably constructed in such a manner that it prevents rotation about the longitudinal axis of the recess.
- The angular portion may be constructed as part of a T-shaped portion of the coupling. As a result of the T-shaped portion, the coupling is retained at the connection location in a particularly secure manner. That is to say, the coupling may engage behind the through-recess of the connection location with “both upper side arms of the T-shape”. A T-shaped portion is intended to be understood in this instance to be a portion which has at least two, in particular angled, projections for engaging behind the through-recess in the connection location.
- The coupling may be rigidly connected to another scaffolding element, in particular a scaffolding pipe. Alternatively or additionally, the coupling may have a clip-like half-coupling for receiving a scaffolding pipe. The coupling provides in this instance, on the one hand, a rapid connection to the connection location of the scaffolding and, on the other hand, a flexible possibility for connecting a scaffolding retention member, in particular in the form of a scaffolding pipe, to the coupling. Preferably, the scaffolding pipe extends parallel or perpendicularly with respect to the plane of a plate-like portion of the coupling.
- The half-coupling is particularly preferably arranged in such a manner that a tubular scaffolding retention member of any length can be introduced into the half-coupling. That is to say, the half-coupling is preferably orientated in such a manner that a tubular scaffolding retention member which is introduced into the half-coupling does not strike a portion of the coupling. Alternatively or additionally, the half-coupling may be constructed in such a manner that a tubular scaffolding retention member which is introduced into the half-coupling does not strike a portion of the scaffolding. In this manner, the tubular scaffolding retention member does not have to be cut to the length of the spacing of the scaffolding with respect to the scaffolding.
- The coupling may receive in the half-coupling a scaffolding pipe which can be connected at one end by means of a facade connection to a building facade. At the other end, the scaffolding pipe is in this instance preferably connected to the angular portion by means of the half-coupling.
- The coupling can be connected at the recess of the connection location which is suitable for system components of a scaffolding in the form of an anchor plate portion. The term anchor plate portion is intended to be understood to be a flat plate which has any outer contour and which extends perpendicularly away from the center axis of a scaffolding shaft and which is provided with at least one, preferably up to eight recesses which are preferably surrounded at all sides and in which fitted components, such as, for example, bars or consoles, can be secured. Generally, such anchor plate portions are arranged with regular spacings, the so-called vertical modular dimension, on the vertical shafts of, for example, modular scaffoldings. The anchor plate portion may be constructed in the form of a portion of an anchor plate so that the anchor plate portion only partially surrounds a scaffolding shaft and/or does not have recesses in all radial directions. Preferably, the anchor plate portion is constructed in the form of an anchor plate which completely surrounds the scaffolding shaft.
- The object according to the invention is achieved with a scaffolding having a coupling as described above, a scaffolding shaft which is vertical in the assembled state and a connection location which is rigidly connected to the scaffolding shaft, wherein the connection location is connected to the coupling. The scaffolding shaft is connected to the connection location in this instance, in particular by means of a weld connection and/or a clamping connection.
- The scaffolding pipe is preferably connected to the facade connection of a building facade.
- The object according to the invention is further achieved with a method for connecting a coupling described above to a scaffolding described above, in which the coupling is arranged, in particular in a tool-free manner, at a connection location of the scaffolding. In this case, the coupling is preferably connected to the scaffolding by means of a recess of the connection location in the form of a through-recess.
- In the method according to the invention, the connection location is constructed in the form of an anchor plate portion.
- Other features and advantages of the invention will be appreciated from the following detailed description of two embodiments of the invention, from the patent claims and the Figures of the drawings which show details which are significant to the invention.
- The features shown in the drawings are illustrated in such a manner that the specific features according to the invention can be made clearly visible. The different features can be implemented individually per se or together in any combination in variants of the invention.
- In the drawings:
-
FIG. 1 is a perspective partial view of a scaffolding according to the invention with a coupling; -
FIG. 2a is a perspective view of another coupling; and -
FIG. 2b is a plan view of the additional coupling according toFIG. 2 a. -
FIG. 1 shows a portion of ascaffolding 10. Of thescaffolding 10, aconnection location 12 in the form of an anchor plate portion can be seen inFIG. 1 . Theconnection location 12 is secured to avertical scaffolding shaft 14, in particular welded. At theconnection location 12, acoupling 18 is arranged or coupled. Thecoupling 18 serves to connect theconnection location 12 to a scaffolding retention member which is not illustrated inFIG. 1 and which secures thescaffolding 10 to a building facade (not shown). By way of illustration, thelongitudinal axis 20 of the tubular scaffolding retention member is shown inFIG. 1 . The scaffolding retention member can be connected at one end by means of a facade connection (not shown) to the building facade. At the other end, the scaffolding retention member is received by means of a half-coupling 22 of thecoupling 18. In this case, the half-coupling 22 is constructed in the form of a clip (clamp) in which the pipe of the scaffolding retention member is retained by closing ascrew connection 24. - The half-
coupling 22 is connected to a plate-like portion 28 by means of aweld connection 26. Alternatively, it could also be rotatably connected to the plate-like portion 24, for example, by means of a screw or rivet connection. By means of an additional weld connection which is not provided with a reference numeral, the plate-like portion 28 is connected to anangular portion 30 of thecoupling 18. - The
angular portion 30 is constructed in the form of a rod which is bent in a simple manner. Theangular portion 30 is guided through afirst recess 32 which is constructed in the form of a through-recess. - The
connection location 12 has additional recesses in the form of through-recesses, wherein anadditional recess 34 is provided with a reference numeral. Acoupling 18 which can be connected to theadditional recess 34 is illustrated inFIGS. 2a, 2b and described below. -
FIG. 2a shows thecoupling 18 with a half-coupling 22 for receiving a tubular scaffolding retention member. On the half-coupling 22 a plate-like portion 28 is arranged, in particular in a rotationally secure manner. Furthermore, thecoupling 18 has a T-shapedportion 36. The T-shapedportion 36 has a firstupper side arm 38, a secondupper side arm 40 and alower portion 42. The T-shapedportion 36 is connected to the plate-like portion 28 by means of thelower portion 42. - As a result of the first
upper side arm 38 and thelower portion 42, a firstangular portion 44 is formed. As a result of the secondupper side arm 40 and thelower portion 42, a secondangular portion 46 is formed. As can be seen from an overview ofFIGS. 1 and 2 a, thecoupling 18 is retained partially between theupper side arms like portion 28 in the assembled state of thecoupling 18 on theconnection location 12. - A nose-
like projection 48 in the assembled state of thecoupling 18 prevents thecoupling 18 from becoming unintentionally released in the position thereof mounted on the connection location 12 (seeFIG. 1 ). - The nose-
like projection 28 is located—as illustrated inFIG. 2a —preferably in the transition region between the plate-like portion 28 and thelower portion 42. -
FIG. 2b is a plan view of thecoupling 18 according toFIG. 2a . InFIG. 2b , it can be seen that the T-shapedportion 36 is constructed in an asymmetrical manner with respect to thelongitudinal center plane 50 of thecoupling 18. The secondupper side arm 40 is constructed to be longer than the firstupper side arm 38. Alternatively or additionally, thelower portion 42 has anotch 52. The above-mentioned features facilitate the securing of the T-shapedportion 36 in the Ω-shaped additional recess 34 (seeFIG. 1 ). The T-shapedportion 36 may also be constructed symmetrically relative to thelongitudinal center plane 50. If theadditional recess 34 of theconnection location 12 has a different shape, for example, a trapezoidal shape, theupper side arms like projection 48 and the length of the plate-like portion 28 have to be adapted accordingly. These are then additional embodiments of the invention. - In an overview of all the Figures of the drawings, the invention relates to a
scaffolding 10 with acoupling 18 which can be mounted at aconnection location 12. Theconnection location 12 preferably has in this instance arecess angular portion coupling 18 can be at least partially introduced. Theangular portion connection location 12. Thecoupling 18 may have a half-coupling 22 so that a simple connection to a scaffolding pipe, in particular for connection to a facade, is produced. The invention further relates to a method for connecting thescaffolding 10 to such acoupling 18.
Claims (12)
1. A scaffolding, comprising:
a coupling for a scaffolding retention member for connecting the scaffolding to a building facade;
a scaffolding shaft which is vertical in the assembled state; and
a connection location which is rigidly connected to the scaffolding shaft in the form of an anchor plate portion;
wherein the coupling is connected at a recess of the connection location which is suitable for system components of the scaffolding in the form of an anchor plate portion; and
wherein the coupling has a clip-like half-coupling for receiving a scaffolding pipe.
2. The scaffolding according to claim 1 , wherein the coupling has an angular portion in order to connect the coupling to the connection location.
3. The scaffolding according to claim 1 , wherein the coupling can be connected to the connection location in a tool-free manner.
4. The scaffolding according to claim 2 , wherein the angular portion of the coupling is constructed to partially engage behind an inner edge of the recess of the connection location which is constructed in the form of a through-recess.
5. The scaffolding according to claim 4 , wherein the angular portion of the coupling is at least a portion of a bent rod of the coupling.
6. The scaffolding according to claim 1 , wherein the coupling has a nose-like projection so that the coupling can be secured in the recess of the connection location by means of a clamping connection.
7. The scaffolding according to claim 2 , wherein the angular portion of the coupling is constructed as a portion of a T-shaped portion of the coupling.
8. The scaffolding according to claim 2 , wherein the angular portion of the coupling is constructed as a portion of a T-shaped portion of the coupling.
9. The scaffolding according to claim 1 , wherein the coupling has the scaffolding pipe which is received in the half-coupling and which can be connected at one end by means of a facade connection to the building facade.
10. The scaffolding according to claim 8 , wherein the coupling has the scaffolding pipe which is received in the half-coupling and which can be connected at one end by means of a facade connection to the building facade.
11. The scaffolding according to claim 10 , wherein the scaffolding pipe is connected to the facade connection of the building facade.
12. A method for connecting the coupling to the scaffolding according to claim 1 , wherein the coupling is arranged at the connection location of the scaffolding, wherein the connection location is constructed in the form of the anchor plate portion.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102015213737.6 | 2015-07-21 | ||
DE102015213737.6A DE102015213737A1 (en) | 2015-07-21 | 2015-07-21 | Coupling and scaffolding with such a coupling |
PCT/EP2016/066509 WO2017012919A1 (en) | 2015-07-21 | 2016-07-12 | Scaffolding comprising a coupling |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2016/066509 Continuation WO2017012919A1 (en) | 2015-07-21 | 2016-07-12 | Scaffolding comprising a coupling |
Publications (1)
Publication Number | Publication Date |
---|---|
US20180142480A1 true US20180142480A1 (en) | 2018-05-24 |
Family
ID=56409094
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US15/872,854 Abandoned US20180142480A1 (en) | 2015-07-21 | 2018-01-16 | Scaffolding having a coupling |
Country Status (5)
Country | Link |
---|---|
US (1) | US20180142480A1 (en) |
EP (1) | EP3325737A1 (en) |
CA (1) | CA2990528C (en) |
DE (1) | DE102015213737A1 (en) |
WO (1) | WO2017012919A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10837230B1 (en) * | 2016-07-29 | 2020-11-17 | Johnny Curtis | Ladder hoop |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102017221686A1 (en) * | 2017-12-01 | 2019-06-06 | Peri Gmbh | Scaffold holder and scaffolding system with such a scaffold holder |
DE102020134286A1 (en) | 2020-12-18 | 2022-06-23 | Peri Se | connecting sleeve |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2107407A (en) * | 1934-06-06 | 1938-02-08 | Burton John | Scaffolding coupling |
US4525096A (en) * | 1983-04-18 | 1985-06-25 | Weldtec, Inc. | Connecting clamp for builder's scaffolding |
US4566819A (en) * | 1982-03-01 | 1986-01-28 | Aluma Systems, Incorporated | Clamp for shoring and scaffolding frames |
US4594019A (en) * | 1983-12-19 | 1986-06-10 | FAP Praticus S.p.A. | Device for connecting an upright and a horizontal member in a tubular metal scaffold for a building |
US5427465A (en) * | 1992-09-25 | 1995-06-27 | Sato; Masataro | Clamp fitment for connecting pipe sections |
FR2727454A1 (en) * | 1994-11-28 | 1996-05-31 | Peyre Philippe | Scaffolding collar for building construction |
US6786302B2 (en) * | 2002-02-20 | 2004-09-07 | National University Of Singapore | Triple coupler for flexible scaffold system |
US6932195B1 (en) * | 2004-03-12 | 2005-08-23 | Deltak Manufacturing, Inc. | Intermediate scaffold member join |
US20140020982A1 (en) * | 2011-11-02 | 2014-01-23 | Saferile Platforms, Inc | Pivoting Horizontal and Vertical Scaffold Members and a Method of Erecting an Offset Scaffold Platform |
US20180073258A1 (en) * | 2015-05-27 | 2018-03-15 | Peri Gmbh | Scaffold with scaffold holder receptable and use of an aperture in a scaffold pole |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1196822A (en) * | 1968-05-07 | 1970-07-01 | Mills Scaffold Co Ltd | Improvements in or relating to Scaffolding Clamps. |
GB1535326A (en) * | 1976-07-21 | 1978-12-13 | Gkn Mills Building Serv | Scaffolding clamp |
DE2721870C2 (en) * | 1977-05-14 | 1983-03-24 | Eberhard 7129 Güglingen Layher | Device for fastening a metal pipe frame with a vertical frame to an anchor fixed in a building wall |
DE19850004A1 (en) * | 1998-10-29 | 2000-05-04 | Plettac Ag | Back railing |
JP3845257B2 (en) * | 2000-11-29 | 2006-11-15 | 積水ハウス株式会社 | Scaffold temporary enclosure |
ITFI20010011U1 (en) * | 2001-02-05 | 2002-08-05 | Edil Antares S R L | ANCHORING DEVICE FOR SCAFFOLDING OR SCAFFOLDING |
DE10112372A1 (en) * | 2001-02-22 | 2002-09-05 | Layher W Vermogensverw Gmbh | Connection construction for components of a system scaffold, coupling unit and scaffold frames therefor |
DE10128955A1 (en) * | 2001-06-15 | 2002-12-19 | Peri Gmbh | Demountable multi-stage scaffolding comprises several walk-on floor levels supported by vertical struts with railings fitted on through adapter attachable to rosette support above floor at distance not restricted by spacing between rosettes |
EP1785549A1 (en) * | 2005-11-10 | 2007-05-16 | de Leeuw, Petrus Johannes Lambertus | Horizontal stiffening diagonal for system scaffolding |
DE202006015586U1 (en) * | 2006-10-11 | 2008-02-21 | Wilhelm Layher Verwaltungs-Gmbh | Vertical frame element made of metal |
JP5543131B2 (en) * | 2009-05-01 | 2014-07-09 | 株式会社マルサ | Clamp for fixing plate material standing in an inclined state |
HK1172196A2 (en) * | 2012-06-01 | 2013-04-12 | Wls Intellectual Property Ltd | Improvements in scaffolding |
-
2015
- 2015-07-21 DE DE102015213737.6A patent/DE102015213737A1/en not_active Withdrawn
-
2016
- 2016-07-12 CA CA2990528A patent/CA2990528C/en not_active Expired - Fee Related
- 2016-07-12 EP EP16738164.9A patent/EP3325737A1/en not_active Withdrawn
- 2016-07-12 WO PCT/EP2016/066509 patent/WO2017012919A1/en active Search and Examination
-
2018
- 2018-01-16 US US15/872,854 patent/US20180142480A1/en not_active Abandoned
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2107407A (en) * | 1934-06-06 | 1938-02-08 | Burton John | Scaffolding coupling |
US4566819A (en) * | 1982-03-01 | 1986-01-28 | Aluma Systems, Incorporated | Clamp for shoring and scaffolding frames |
US4525096A (en) * | 1983-04-18 | 1985-06-25 | Weldtec, Inc. | Connecting clamp for builder's scaffolding |
US4594019A (en) * | 1983-12-19 | 1986-06-10 | FAP Praticus S.p.A. | Device for connecting an upright and a horizontal member in a tubular metal scaffold for a building |
US5427465A (en) * | 1992-09-25 | 1995-06-27 | Sato; Masataro | Clamp fitment for connecting pipe sections |
FR2727454A1 (en) * | 1994-11-28 | 1996-05-31 | Peyre Philippe | Scaffolding collar for building construction |
US6786302B2 (en) * | 2002-02-20 | 2004-09-07 | National University Of Singapore | Triple coupler for flexible scaffold system |
US6932195B1 (en) * | 2004-03-12 | 2005-08-23 | Deltak Manufacturing, Inc. | Intermediate scaffold member join |
US20140020982A1 (en) * | 2011-11-02 | 2014-01-23 | Saferile Platforms, Inc | Pivoting Horizontal and Vertical Scaffold Members and a Method of Erecting an Offset Scaffold Platform |
US20180073258A1 (en) * | 2015-05-27 | 2018-03-15 | Peri Gmbh | Scaffold with scaffold holder receptable and use of an aperture in a scaffold pole |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10837230B1 (en) * | 2016-07-29 | 2020-11-17 | Johnny Curtis | Ladder hoop |
Also Published As
Publication number | Publication date |
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DE102015213737A1 (en) | 2017-01-26 |
WO2017012919A1 (en) | 2017-01-26 |
CA2990528C (en) | 2018-10-02 |
CA2990528A1 (en) | 2017-01-26 |
EP3325737A1 (en) | 2018-05-30 |
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