EP0995861A1 - A device for anchoring scaffolding to a face of a building - Google Patents
A device for anchoring scaffolding to a face of a building Download PDFInfo
- Publication number
- EP0995861A1 EP0995861A1 EP99203441A EP99203441A EP0995861A1 EP 0995861 A1 EP0995861 A1 EP 0995861A1 EP 99203441 A EP99203441 A EP 99203441A EP 99203441 A EP99203441 A EP 99203441A EP 0995861 A1 EP0995861 A1 EP 0995861A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- slider
- anchoring device
- spacer rod
- scaffolding
- face
- 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.)
- Granted
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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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
-
- 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
Definitions
- anchoring devices which make use of iron wires by which a tube of the tubular scaffolding structure is tied to an eye have been proposed. After tying, a twist is applied to the iron wire so as to keep the tubular scaffolding structure in contact with the face.
- the problem upon which the present invention is based is that of designing an anchoring device of the type specified which has structural and functional characteristics such as to overcome the disadvantages mentioned with reference to the prior art.
- the load-bearing structure 3 bears on the ground by means of the standards 4 which have feet 7 for this purpose.
- Each foot 7 has a thread 8 and an operating ring nut 9 which is engaged for screwing on the thread 8 to adjust the height of the standard 4 and hence of the scaffolding 1, according to need.
- the scaffolding 1 is completed by boards 10 which constitute a walking surface for the people employed in repairing the face 2, and which are supported on the tubular structure 3.
- An anchoring device according to the invention for anchoring the tubular structure 3 of the scaffolding 1 to the face 2 of the building is indicated 11.
- a safety tab 27 is preferably associated with the pin 14 to prevent the pin from coming out of the eye 12.
- the safety tab 27 is pivoted in an axial slot formed at a free end of the pin 14.
- the safety tab 27 is free to pivot between a position in which it is aligned with the pin 14 so as to allow the free end of the pin 14 to be inserted in the eye 12, and a stable position in which it is arranged transversely relative to the pin 14 so as to project from the pin in order to be able to interfere with the eye 12.
- a straight, tubular slider 15 of predetermined outside diameter D1 is fitted coaxially for sliding in the spacer rod 13.
- the slider 15 has an outside diameter D1 of 38 mm and a thickness S of 3.5 mm.
- the slider 15 has a first end 16 facing towards the face 2 and an opposite, second end 17.
- the screw means 19 comprise a thread 20 formed on the second end 17 of the slider 15, and a ring nut 21 which is engaged by screwing on the thread 20 and which is intended to abut the spacer rod 13.
- the ring nut 21 has a ring-shaped appendage 21a which can be acted on in order to rotate the ring nut.
- the spacer 13 In the method of operation relating to the installation of the anchoring device it is necessary, first of all, to arrange for the spacer 13 to project by a predetermined distance, indicated B in Figure 6a, from the fitting 6.
- the distance B may be 20 cm.
- the distance B is such that the spacer rod is in contact with the face 2 to be repaired when the scaffolding 1 is in the desired position relative to the face 2.
- the face 2 of the building has suitable eyes 12 fitted in the face and projecting therefrom.
- the anchoring device 38 comprises a spacer rod 39 which is preferably made from a straight portion of scaffolding tube of the same type which is used for the standards 4 and for the ledgers 5 and having a predetermined length L2.
- the spacer 39 has a length L2 of 120 mm.
- a radially-extending pin 40 for engaging the eye 12 is associated with the spacer rod 39.
- a safety tab 29 is preferably associated with the pin 40 to prevent the pin from coming out of the eye 12.
- the safety tab 29 is pivoted in an axial slot formed in a free end of the pin 40.
- the safety tab 29 is free to pivot between a position in which it is aligned with the pin 40 to allow the free end of the pin 40 to be inserted in the eye 12, and a stable position in which it is arranged transversely relative to the pin 40 so as to project from the pin and to interfere with the eye 12.
- the slider 41 has a first end 42 facing towards the face 2 and an opposite, second end 43.
- the pin 40 is fixed to the slider 41 in the region of the first end 42.
- the ring nuts 32 and 33 have annular appendages, indicated 32a and 33a, respectively, which can be acted on in order to rotate the ring nuts.
- the anchoring device 38 In operation and, more precisely, during the installation of the anchoring device 38, the anchoring device 38 is connected to the standard 4 of the scaffolding 1 in a manner such that the two ring nuts 32 and 33 are kept spaced from the spacer rod 39. After the pin 40 has been inserted in the eye 12, the fitting 6 is tightened so as to fix the spacer rod 39 to the standard 4 and hence to the scaffolding 1.
- the second ring nut 33 is rotated towards the spacer rod 39 until it is tightened against the spacer rod, that is, against the opposite end of the spacer rod to the first ring nut 32.
- the spacer rod 39 is thus locked between the two ring nuts 32 and 33 and the anchoring device 38 is finally positioned.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
- The present invention relates to a device for anchoring scaffolding to a face of a building or the like, of the type comprising a spacer rod to be fixed to a tube of a tubular structure of the scaffolding by means of a fitting, and a pin associated with the spacer rod for engagement in an eye fixed to the face.
- It is known that, when a face of a building is repaired, it is necessary to erect suitable scaffolding in front of the face and to anchor the scaffolding to the face.
- To satisfy this requirement, a currently known anchoring device comprises a spacer rod, otherwise known as a pole or locator, which is fixed, by means of a fitting, to a tube of the tubular scaffolding structure, for example, to a standard or a ledger, and is in engagement with an eye provided in the face.
- Although this method is satisfactory from various points of view and is widely used, it leaves something to be desired from the point of view of the accuracy and reliability of the anchorage which can be achieved, as well as of fitting speed.
- In fact when the anchoring device is installed, it is necessary to make sure that the tube (for example, a standard) of the scaffolding at the point in question is the correct distance from the face of the building. When, as often occurs, the standard is not the correct distance from the face, it is then necessary to move the standard away from or towards the face. At the moment, this operation is performed manually by pushing the standard outwards or inwards whilst the fitting is loosened until the standard reaches the correct distance. At this point, the fitting is tightened, fixing the spacer rod to the standard and, in short, anchoring the scaffolding to the face at that point.
- However, this method is lengthy and laborious and, particularly if it is performed by one person alone, usually leads to the standard being anchored in an imprecise position.
- Moreover, it should be borne in mind that scaffolding anchored in the manner indicated above is subject to undesired movements to and fro, owing to the play of the pin in the eye and owing to the resilient compliance of the eye in the face.
- To prevent this problem, anchoring devices which make use of iron wires by which a tube of the tubular scaffolding structure is tied to an eye have been proposed. After tying, a twist is applied to the iron wire so as to keep the tubular scaffolding structure in contact with the face.
- However, as well as being rudimentary and imprecise, this method also clearly leaves something to be desired from the point of view of strength and reliability. In fact, the anchorage which can be achieved by iron wire is clearly insecure and does not give the necessary guarantee of safety, to the extent that the scaffolding remains without approval. Moreover, as a result of the stresses to which the iron wire is subjected, the iron wire is liable to lengthen which leads to a slackening of the anchorage of the scaffolding, thus reintroducing the above-mentioned disadvantage of movements to and fro.
- The problem upon which the present invention is based is that of designing an anchoring device of the type specified which has structural and functional characteristics such as to overcome the disadvantages mentioned with reference to the prior art.
- This problem is solved by an anchoring device according to
Claim 1. - Further characteristics and the advantages of the anchoring device according to the present invention will become clear from the description given below of two preferred embodiments thereof, provided by way of non-limiting example, with reference to the appended drawings, in which:
- Figure 1 is a perspective view of scaffolding incorporating an anchoring device according to the present invention,
- Figure 2 is a partially-sectioned side view of the anchoring device of Figure 1,
- Figure 3 is a rear view taken on the arrow III of Figure 2, showing the anchoring device of Figure 1,
- Figure 4 is a view taken on the arrow IV of Figure 2, showing the anchoring device of Figure 2 from below,
- Figure 5 is a view showing a detail of the anchoring device of Figure 2, in section and on an enlarged scale,
- Figures 6a, 6b and 6c are schematic views of the anchoring device of Figure 2 in successive stages of a method of operation,
- Figures 7a, 7b and 7c are schematic views of the anchoring device of Figure 2 taken at successive stages of a different configuration of operation,
- Figure 8 is a perspective view of scaffolding incorporating a different embodiment of the anchoring device according to the present invention,
- Figure 9 is a partially-sectioned side view of the anchoring device of Figure 8,
- Figure 10 is a rear view taken on the arrow A1 of Figure 9, showing the anchoring device of Figure 8,
- Figure 11 is a view taken on the arrow A2 of Figure 9, showing the anchoring device of Figure 9 from below,
- Figure 12 is a view showing a detail of the anchoring device of Figure 9, in section and on an enlarged scale, and
- Figures 13a, 13b and 13c are schematic views of the anchoring device of Figure 9 at successive stages of its operation.
-
- With reference to Figures 1 to 7, scaffolding, generally indicated 1, is installed in front of a
face 2 of a building to be repaired. - The
scaffolding 1 comprises a load-bearing, tubular structure 3 in turn comprising tubular elements acting asstandards 4 andledgers 5. All of thestandards 4 andledgers 5 are constituted by well-known steel scaffolding tubes generally having an outside diameter D of 48 mm and a thickness S of 2 mm. Thestandards 4 and theledgers 5 are fixed together byconventional fittings 6. - In wholly conventional manner, the load-bearing structure 3 bears on the ground by means of the
standards 4 which have feet 7 for this purpose. - Each foot 7 has a
thread 8 and an operating ring nut 9 which is engaged for screwing on thethread 8 to adjust the height of thestandard 4 and hence of thescaffolding 1, according to need. - The
scaffolding 1 is completed byboards 10 which constitute a walking surface for the people employed in repairing theface 2, and which are supported on the tubular structure 3. - An anchoring device according to the invention for anchoring the tubular structure 3 of the
scaffolding 1 to theface 2 of the building is indicated 11. - It should be pointed out that, for this purpose, the
face 2 of the building hassuitable eyes 12 fitted in the face and projecting therefrom. - The
anchoring device 11 comprises aspacer rod 13 which is preferably made from a straight portion of scaffolding tube of the same type which is used for thestandards 4 and for theledgers 5 and having a predetermined length L. In the embodiment shown, thespacer rod 13 has a length L of 400 mm. - The
spacer rod 13 extends along a horizontal axis X-X and is connected, by means of afitting 6, to a standard 4 extending along a vertical axis Y-Y. Thefitting 6 comprises acore 6a and two opposedcaps 6b which can be clamped onto the core by means ofbolts 6c in order to fix thespacer rod 13 and the standard 4 to thecore 6a and thus to fix thespacer rod 13 to the standard 4. - A radially-extending
pin 14 for engaging theeye 12 is associated with thespacer rod 13. - A
safety tab 27 is preferably associated with thepin 14 to prevent the pin from coming out of theeye 12. In the embodiment shown, thesafety tab 27 is pivoted in an axial slot formed at a free end of thepin 14. Thesafety tab 27 is free to pivot between a position in which it is aligned with thepin 14 so as to allow the free end of thepin 14 to be inserted in theeye 12, and a stable position in which it is arranged transversely relative to thepin 14 so as to project from the pin in order to be able to interfere with theeye 12. - A straight,
tubular slider 15 of predetermined outside diameter D1 is fitted coaxially for sliding in thespacer rod 13. In the embodiment shown, theslider 15 has an outside diameter D1 of 38 mm and a thickness S of 3.5 mm. - The
slider 15 has a first end 16 facing towards theface 2 and an opposite,second end 17. - The
slider 15 has a length L1 slightly greater than the length L of thespacer rod 13. In the embodiment shown, the length L1 is 450 mm. Thesecond end 17 of theslider 15 thus projects from thespacer rod 13. - The
pin 14 is fixed to theslider 15 in the region of the first end 16 thereof. It should be noted that aslot 18, through which thepin 14 can extend, is formed in thespacer rod 13 at the level of the first end 16 of theslider 15, and extends longitudinally in the direction of the axis X-X. - In the region of the
second end 17, theslider 15 has screw means 19 for urging thespacer rod 13 against theface 2, as will be explained in the following part of the description. - In particular, the screw means 19 comprise a
thread 20 formed on thesecond end 17 of theslider 15, and aring nut 21 which is engaged by screwing on thethread 20 and which is intended to abut thespacer rod 13. For convenience, thering nut 21 has a ring-shaped appendage 21a which can be acted on in order to rotate the ring nut. - The
thread 20 is preferably of the same type as the thread of the feet 7. In the embodiment shown, thethread 20 is a strong trapezoidal thread with a pitch P of 7 mm. - The
ring nut 21 is preferably identical to the ring nut 9 of the foot 7. - The
anchoring device 11 is completed by locking means 22 for preventing theslider 15 from sliding in thespacer rod 13, that is, for fixing theslider 15 and thespacer rod 13 relative to one another. The locking means 22 comprise abolt 23 which extends removably through two alignedholes 24 formed transversely in thespacer rod 13, and two alignedholes 25 formed transversely in theslider 15. - The
bolt 23 has ahead 26 which constitutes both a stop abutment and a grip for the bolt. - In the method of operation relating to the installation of the anchoring device it is necessary, first of all, to arrange for the
spacer 13 to project by a predetermined distance, indicated B in Figure 6a, from thefitting 6. For example, the distance B may be 20 cm. The distance B is such that the spacer rod is in contact with theface 2 to be repaired when thescaffolding 1 is in the desired position relative to theface 2. - After the
pin 14 has been inserted in theeye 12, thefitting 6 is tightened so as to fix thespacer rod 13 to thestandard 4 and hence to thescaffolding 1. After thespacer rod 13 has been fixed to thestandard 4, thering nut 21 is screwed on thethread 20 so as to urge thespacer rod 13 toward the face 2 (see Figure 6b) and to react against theslider 15, thepin 14 of which engages theeye 12. Thering nut 21 is screwed until the spacer rod abuts against the face 2 (see Figure 6c). In this condition, thestandard 4, and hence the tubular structure 3, that is, thescaffolding 1, are firmly anchored in the desired relative position by reaction against theface 2. - According to another method of operation, when, upon completion of the repair of the
face 2, it is desirable also to carry out the repair at the point at which theanchoring device 11 was fitted, it suffices to provide the bolt 23 (see Figure 7a), to slacken thering nut 21, and then to slacken the fitting 6 so as to render thespacer rod 13 slidable relative to thefitting 6, to retract thespacer rod 13 until thetransverse holes spacer rod 13 and in theslider 15, respectively, are aligned with one another and, finally, to insert the bolt 23 (see Figure 7b). At this point, it suffices to tighten the fitting 6 onto thespacer rod 13 and then to tighten thering nut 21 until thebolt 23 is confined between thespacer rod 13 and theslider 15, fixing the latter together. In these conditions, thespacer rod 13 is spaced from theface 2, which can thus also be repaired at the point previously occupied by the end of thespacer rod 13. It should be stressed that, even in these conditions, thescaffolding 1 nevertheless remains anchored to the face. - With reference now to Figures 8 to 13, a different embodiment of the anchoring device according to the invention for anchoring the tubular structure 3 of the
scaffolding 1 to theface 2 of the building is indicated 38. The parts of thescaffolding 1 are identical to those described above and are indicated by the same reference numerals. - In this embodiment also, the
face 2 of the building hassuitable eyes 12 fitted in the face and projecting therefrom. - The anchoring
device 38 comprises aspacer rod 39 which is preferably made from a straight portion of scaffolding tube of the same type which is used for thestandards 4 and for theledgers 5 and having a predetermined length L2. In the embodiment shown, thespacer 39 has a length L2 of 120 mm. - The
spacer rod 39 extends along a horizontal axis X-X and is connected, by means of afitting 6, to a standard 4 extending along a vertical axis Y-Y. Thefitting 6 comprises acore 6a and twoopposed caps 6b which can be clamped onto the core by means ofbolts 6c in order to fix thespacer rod 39 and the standard 4 to thecore 6a and thus to fix thespacer rod 39 to thestandard 4. - A radially-extending
pin 40 for engaging theeye 12 is associated with thespacer rod 39. - A
safety tab 29 is preferably associated with thepin 40 to prevent the pin from coming out of theeye 12. In the embodiment shown, thesafety tab 29 is pivoted in an axial slot formed in a free end of thepin 40. Thesafety tab 29 is free to pivot between a position in which it is aligned with thepin 40 to allow the free end of thepin 40 to be inserted in theeye 12, and a stable position in which it is arranged transversely relative to thepin 40 so as to project from the pin and to interfere with theeye 12. - A straight,
tubular slider 41 of predetermined outside diameter D3 is fitted coaxially for sliding in thespacer rod 39. In the embodiment shown, theslider 41 has an outside diameter D3 of 38 mm and a thickness S3 of 6 mm. - The
slider 41 has anexternal thread 30 which is preferably of the same type as the thread of the foot 7. In the embodiment shown, thethread 30 is a strong trapezoidal thread with a pitch P1 of 7 mm. - The
slider 41 has afirst end 42 facing towards theface 2 and an opposite,second end 43. - The
slider 41 has a length L3 greater than the length L2 of thespacer rod 39. In the embodiment shown, the length L3 of theslider 41 is 450 mm. Theslider 41 thus projects from thespacer rod 39. - The
pin 40 is fixed to theslider 41 in the region of thefirst end 42. - The
slider 41 has screw means 31 for the adjustable movement of theslider 41 relative to thespacer rod 39, that is, along the spacer rod. - In particular, the screw means 31 comprise a
first ring nut 32 and asecond ring nut 33 engaged by screwing onrespective threads respective end portions slider 41 facing towards theface 2 and in the opposite direction, respectively. - The
threads thread 30. - The
ring nuts - The
ring nuts - In operation and, more precisely, during the installation of the
anchoring device 38, the anchoringdevice 38 is connected to thestandard 4 of thescaffolding 1 in a manner such that the tworing nuts spacer rod 39. After thepin 40 has been inserted in theeye 12, thefitting 6 is tightened so as to fix thespacer rod 39 to thestandard 4 and hence to thescaffolding 1. - At this point, if the distance of the standard 4 from the
face 2 is measured and it is found, for example, that the distance measured is less than the correct distance, it is necessary to move the standard 4 away from theface 2. At this point, it suffices to act on thefirst ring nut 32, rotating it towards thespacer rod 39 until it is brought into contact with thespacer rod 39. If the rotation of thering nut 32 is continued, thespacer rod 39, and hence thestandard 4, are moved away from theface 2. The rotation of thering nut 32 is stopped as soon as thestandard 4 has reached the correct distance form theface 2. - At this point, the
second ring nut 33 is rotated towards thespacer rod 39 until it is tightened against the spacer rod, that is, against the opposite end of the spacer rod to thefirst ring nut 32. - The
spacer rod 39 is thus locked between the tworing nuts anchoring device 38 is finally positioned. - The main advantage of the anchoring device according to the present invention is that it achieves an anchorage of unusual strength and unusual reliability. In fact, any to-and-fro movement of the scaffolding is completely eliminated; the spacer rod and the slider are kept reacting against one another so that the pin is engaged in the eye without play, and the eye itself is kept under tension and cannot move to and fro resiliently.
- Moreover, it should be noted that the anchoring device according to the present invention can anchor the scaffolding to the face even during the repair of the points of the face at which the anchoring device is fitted.
- A further advantage of the anchoring device according to the present invention is that it enables the scaffolding to be anchored to the face quickly and accurately even by one person alone.
- A further advantage of the anchoring device according to the present invention is that it is perfectly compatible with the tubular structures of existing scaffolding.
- Naturally, in order to satisfy contingent and specific requirements, an expert in the art may apply to the above-described anchoring device according to the invention many modifications and variations all of which, however, are included within the scope of protection of the invention as defined by the following claims.
Claims (14)
- A device (11, 38) for anchoring scaffolding (1) to a face (2) of a building or the like, of the type comprising a spacer rod (13; 39) to be fixed to a tube (4, 5) of a tubular structure (3) of the scaffolding (1) by means of a fitting (6), and a pin (14; 40) associated with the spacer rod (13; 39) for engagement in an eye (12) fixed to the face (2), characterised in that it comprises a slider (15; 41) fitted coaxially for sliding in the spacer rod (13; 39), the slider (15; 41) having a first end (16; 42) fixed to the pin (14; 40) and having screw means (19; 31) for adjustable movement of the slider (15; 41) along the spacer rod (13; 39).
- An anchoring device (11) according to Claim 1, in which the screw means (19) are formed at a second end (17) of the slider (15) and in which the spacer rod (13) comprises a slot (18) which extends along a longitudinal axis (X-X) and through which the pin (14) can extend, to allow the screw means (19) to urge the spacer rod (13) against the face (2).
- An anchoring device (11) according to Claim 2, in which the screw means (19) comprise a ring nut (21) engaged by screwing on a thread (20) formed on the second end (17) of the slider (15).
- An anchoring device (11) according to Claim 3, in which the thread (20) is of the same type as a thread (8) of a foot (7) of the scaffolding.
- An anchoring device (11) according to Claim 3, in which the ring nut (21) is identical to a ring nut (9) of a foot (7) of the scaffolding.
- An anchoring device (11) according to Claim 2, characterised in that it comprises locking means (22) between the slider (15) and the spacer rod (13) for preventing the slider (15) from sliding relative to the spacer rod (13).
- An anchoring device (11) according to Claim 6, in which the locking means (22) comprise a bolt (23) extending removably through holes (24, 25) formed transversely in the spacer rod (13) and in the slider (15), respectively.
- An anchoring device (38) according to Claim 1, in which the screw means (31) comprise two ring nuts (32, 33) engaged by screwing on threads (34, 35) formed on end portions (36, 37) of the slider (41).
- An anchoring device (38) according to Claim 8, in which the threads (34, 35) are of the same type as a thread (8) of a foot (7) of the scaffolding.
- An anchoring device (38) according to Claim 8, in which the ring nuts (32, 33) are identical to a ring nut (9) of a foot (7) of the scaffolding.
- An anchoring device (38) according to Claim 3, in which the threads (34, 35) are portions of a single thread (30) formed externally on the slider (41).
- An anchoring device (11; 38) according to Claim 1, in which the slider (15; 41) is tubular.
- An anchoring device (11; 38) according to Claim 1, in which the pin (14; 40) comprises a safety tab (27; 29) for preventing the pin (14; 40) from coming out of the eye (12).
- An anchoring device (11; 38) according to Claim 13, in which the safety tab (17; 29) is pivoted to a free end of the pin (14; 40).
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITMI982240 | 1998-10-19 | ||
IT002240 IT1302699B1 (en) | 1998-10-19 | 1998-10-19 | Anchoring device for scaffolding to the face of a building comprises load-bearing structure with the anchor having threads and ring nuts wound and tightened to lock the scaffolding in place. |
ITMI990731 ITMI990731A1 (en) | 1999-04-09 | 1999-04-09 | ANCHORING DEVICE OF A SCAFFOLDING AT A FACADE OF A BUILDING AND SIMILAR |
ITMI990731 | 1999-04-09 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0995861A1 true EP0995861A1 (en) | 2000-04-26 |
EP0995861B1 EP0995861B1 (en) | 2005-12-28 |
Family
ID=26331613
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99203441A Expired - Lifetime EP0995861B1 (en) | 1998-10-19 | 1999-10-19 | A device for anchoring scaffolding to a face of a building |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0995861B1 (en) |
AT (1) | ATE314540T1 (en) |
DE (1) | DE69929141D1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1236842A1 (en) * | 2001-02-05 | 2002-09-04 | Edil Antares Srl | Anchoring device for scaffolds or stages |
NL2008545C2 (en) * | 2012-03-27 | 2013-09-30 | Maes T G S V O F | DEVICE FOR ANCHORING A BUILDING SCAFFOLDING. |
ITFI20120222A1 (en) * | 2012-10-22 | 2014-04-23 | Cogep S R L | STRUCTURAL ANCHORING SYSTEM FOR SCAFFOLDING |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2012545A1 (en) * | 1970-03-17 | 1971-10-07 | Thyssen Rohren u Roheisenhandel GmbH, 4000 Dusseldorf | Device for attaching a Ge rustes to a building wall |
US3998294A (en) * | 1976-02-04 | 1976-12-21 | Moeller Melvin A | Connecting device adapted to maintain an object at a selected distance from a wall |
DE8534400U1 (en) * | 1985-12-06 | 1986-02-06 | Lademann, Hans, 6200 Wiesbaden | Anchoring hook for a scaffold |
US4850453A (en) * | 1988-11-08 | 1989-07-25 | St Germain Jean | Scaffolding attachment for wall construction |
DE9312778U1 (en) * | 1993-08-20 | 1994-03-03 | Vogel Hans | Device for anchoring a scaffold |
DE19545654A1 (en) * | 1995-08-10 | 1997-02-13 | Guckel Frank | Horizontal scaffolding anchoring device - comprises two slidable pipes with one held inside the other by attachment piece, also includes holder device which grips scaffolding |
-
1999
- 1999-10-19 EP EP99203441A patent/EP0995861B1/en not_active Expired - Lifetime
- 1999-10-19 AT AT99203441T patent/ATE314540T1/en not_active IP Right Cessation
- 1999-10-19 DE DE69929141T patent/DE69929141D1/en not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2012545A1 (en) * | 1970-03-17 | 1971-10-07 | Thyssen Rohren u Roheisenhandel GmbH, 4000 Dusseldorf | Device for attaching a Ge rustes to a building wall |
US3998294A (en) * | 1976-02-04 | 1976-12-21 | Moeller Melvin A | Connecting device adapted to maintain an object at a selected distance from a wall |
DE8534400U1 (en) * | 1985-12-06 | 1986-02-06 | Lademann, Hans, 6200 Wiesbaden | Anchoring hook for a scaffold |
US4850453A (en) * | 1988-11-08 | 1989-07-25 | St Germain Jean | Scaffolding attachment for wall construction |
DE9312778U1 (en) * | 1993-08-20 | 1994-03-03 | Vogel Hans | Device for anchoring a scaffold |
DE19545654A1 (en) * | 1995-08-10 | 1997-02-13 | Guckel Frank | Horizontal scaffolding anchoring device - comprises two slidable pipes with one held inside the other by attachment piece, also includes holder device which grips scaffolding |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1236842A1 (en) * | 2001-02-05 | 2002-09-04 | Edil Antares Srl | Anchoring device for scaffolds or stages |
NL2008545C2 (en) * | 2012-03-27 | 2013-09-30 | Maes T G S V O F | DEVICE FOR ANCHORING A BUILDING SCAFFOLDING. |
WO2013147591A1 (en) * | 2012-03-27 | 2013-10-03 | Maes T.G.S. V.O.F. | Device for anchoring a scaffold |
ITFI20120222A1 (en) * | 2012-10-22 | 2014-04-23 | Cogep S R L | STRUCTURAL ANCHORING SYSTEM FOR SCAFFOLDING |
Also Published As
Publication number | Publication date |
---|---|
DE69929141D1 (en) | 2006-02-02 |
EP0995861B1 (en) | 2005-12-28 |
ATE314540T1 (en) | 2006-01-15 |
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