EP3712347A1 - Montants de montage pour une main courante avant, main courante avant destinée à la protection contre les chutes provisoire d'un nouveau plan d'échafaudage à réaliser, échafaudage pour travaux de construction et de réparation et / ou de montage et procédé de construction d'un échafaudage - Google Patents

Montants de montage pour une main courante avant, main courante avant destinée à la protection contre les chutes provisoire d'un nouveau plan d'échafaudage à réaliser, échafaudage pour travaux de construction et de réparation et / ou de montage et procédé de construction d'un échafaudage Download PDF

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Publication number
EP3712347A1
EP3712347A1 EP19163656.2A EP19163656A EP3712347A1 EP 3712347 A1 EP3712347 A1 EP 3712347A1 EP 19163656 A EP19163656 A EP 19163656A EP 3712347 A1 EP3712347 A1 EP 3712347A1
Authority
EP
European Patent Office
Prior art keywords
fastening
scaffolding
scaffold
axis
post
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.)
Pending
Application number
EP19163656.2A
Other languages
German (de)
English (en)
Inventor
Hasim Tamer
Timo Kuster
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.)
Tobler AG
Original Assignee
Tobler AG
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 Tobler AG filed Critical Tobler AG
Priority to EP19163656.2A priority Critical patent/EP3712347A1/fr
Publication of EP3712347A1 publication Critical patent/EP3712347A1/fr
Pending legal-status Critical Current

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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
    • E04G5/14—Railings
    • E04G5/147—Railings specially adapted for mounting prior to the mounting of the platform
    • 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
    • E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • 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
    • E04G7/303—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the bars or members to connect
    • E04G7/305—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the 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
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/34—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using positive engagement, e.g. hooks or pins

Definitions

  • the invention relates to a fastening post for a leading railing, a leading railing to temporarily secure a new scaffolding level to be created, a scaffolding for construction, repair and / or assembly work, and a method for building a scaffolding.
  • Leading railings are used to prevent potential dangers when assembling scaffolding when climbing out of the ladder to the top, as yet unsecured floor of the scaffolding.
  • the leading railings are released again after the safety railing has been erected and used to secure a new section.
  • Such a railing is off, for example DE 10 201 000 9247B9 known.
  • the leading railing of this document has the disadvantage that attaching and detaching the leading railing is time-consuming and laborious.
  • the object of the invention is to remedy such and other disadvantages of the prior art and, in particular, to enable simple attachment and detachment of leading railings and simple and safe construction of scaffolding.
  • the object is achieved in particular by a fastening post, a leading railing, a scaffolding and a method according to the independent claims.
  • the fastening post for a leading railing.
  • the fastening post comprises at least one fastening element for fastening a scaffold cross strut and at least one leaning element for preventing a tilting movement of the fastening post in a fastening position in a first direction.
  • the mounting post is extended along one axis.
  • the mounting post includes a lower and an upper section. The lower section is arranged in a fastening position below and the upper section is arranged above, so that the axis is arranged essentially perpendicularly.
  • the fastening post comprises at least one support element for preventing movement of the fastening post in a fastening position along the axis in at least one direction.
  • the support element is designed in such a way that it can be fastened to a scaffold rod which is inclined to the axis, in particular to a scaffold rod which is inclined to the axis at an angle between 10 ° and 90 °.
  • the support element has in particular a spacing element so that a vertical scaffold rod can be grasped in a fastening position.
  • the fastening post can be made of metals such as structural steel and / or aluminum and / or of other suitable materials that have sufficient strength to securely fasten a leading railing and yet the production is not too expensive.
  • the fastening post comprises a post body which can have an essentially round cross-sectional profile, in particular a tubular cross-sectional profile. As a result, the fastening post has great torsional and flexural strength and is easy to manufacture. However, other cross-sectional profiles such as rectangular, square, I, H or U profiles can also be used.
  • the axis of the fastening post is in the fastening position essentially parallel to the scaffolding pole axis of a vertical scaffolding pole.
  • a tilting movement of the fastening post would result in the axis of the fastening post no longer being arranged vertically, that is to say no longer parallel to the scaffolding rod axis.
  • the lower and upper sections of the mounting post can be of different lengths. This saves material. However, both sections can also be of the same length. This would achieve a greater balance.
  • the support element and the at least one fastening element can be arranged on opposite sides of the fastening post. As a result, the fastening posts can be connected to both scaffolding cross struts and vertical scaffolding poles in a simple manner.
  • An inclined scaffold pole is to be understood as a scaffold pole which is extended along a strut axis, the strut axis being arranged not parallel to the scaffold pole axes of the vertical scaffold poles but sloping or rising.
  • this inclined scaffolding rod can be a strut between other scaffolding rods, in particular a horizontal and a vertical scaffolding rod, that is to say a horizontal frame or a vertical frame.
  • the support element preferably comprises a fastening section for fastening to an inclined scaffold pole.
  • the fastening section has in particular a U-shaped cross section.
  • the spacing element comprises in particular a recess for at least partially receiving a rod element of a frame.
  • the recess is in particular u- or v- or part-circle or semicircular.
  • the fastening post can be easily and quickly attached to an inclined scaffolding pole of a scaffolding attach.
  • a spacing element with such a recess offers further protection against tilting or inclination of the fastening post in a compact design.
  • the support element can be made of metals such as steel or aluminum, or plastics such as PVC or other suitable materials.
  • the support element preferably comprises at least one support surface for resting on an inclined scaffolding rod.
  • the support surface lies on a support plane.
  • the support plane is inclined to the axis, in particular at an angle between 10 ° and 90 °.
  • Such a support surface offers good power transmission and a secure support.
  • the support surface can have one or more coatings or a surface structure, such as, for example, a non-slip layer or surface structure to prevent the support element from shifting or slipping, or an anti-abrasion layer.
  • a surface structure such as, for example, a non-slip layer or surface structure to prevent the support element from shifting or slipping, or an anti-abrasion layer.
  • a layer leads to increased slip resistance and less maintenance.
  • the fastening post preferably comprises a tilt protection element for preventing tilting movement of the fastening post in a fastening position in a second direction.
  • the anti-tilt element is movably arranged on the fastening post.
  • the anti-tilt element is arranged on the fastening post to be rotatable about its axis and / or displaceable along this axis.
  • the anti-tilt element can be hook-shaped. This enables simple securing against tipping with the least possible material expenditure.
  • the anti-tilt element can be made of metal, in particular Steel or aluminum, or plastic such as PVC or other suitable materials. These materials offer sufficient strength to secure against tipping and are inexpensive.
  • the anti-tilt element and the leaning element are releasably connected or connectable to one another, in particular by means of a form-fitting connection.
  • the anti-tilt element and the leaning element are connected or connectable in such a way that a movement from closed to open of the anti-tilt element can be restricted, preferably prevented.
  • the connecting elements of the form-fitting connection can comprise a wear-resistant surface, in particular a hardened surface or a surface provided with a wear-resistant coating. This makes the connection low-maintenance.
  • the connecting elements can have an essentially angular, in particular rectangular, cross section. Rotation can thereby be prevented easily and safely. However, round shapes can also be used.
  • the fastening post preferably comprises an actuating element for moving the anti-tilt element, in particular for rotating the anti-tilt element about the axis or an axis parallel to the axis.
  • the anti-tip element can thus be moved easily.
  • the connection between the anti-tilt element and the leaning element can be released by the actuating element.
  • a simple actuation of the anti-tip device of the fastening post is thus possible.
  • the actuating element is preferably connected directly to the anti-tilt element, in particular welded.
  • the actuating element is preferably designed essentially rod-shaped.
  • the actuating element in particular enables the anti-tilt element to move from a distance between 400 and 1000 mm.
  • the anti-tilt element can be easily moved from a second scaffolding section and the post can thus be detached from the scaffolding.
  • the actuating element can be straight.
  • a straight actuating element enables simple manufacture of the actuating element.
  • the actuating element could be at least partially curved, in particular bent around the fastening post. This would allow easy and safe actuation from a desired position of the scaffold builder.
  • the actuating element is preferably arranged movably, in particular rotatable and / or displaceable, on the fastening post.
  • the actuating element can be mounted on the fastening post so that it can be pushed, pulled, tilted and / or rotated. This results in a compact design of the fastening post.
  • the actuating element can be a stop element to prevent displacement and / or rotation. This enables a simple, secure connection to the mounting post.
  • the stop element can comprise a knob. This allows the actuating element to be operated easily.
  • the at least one support element and / or the at least one leaning element and / or the at least one anti-tilt element are preferably arranged in the lower region of the fastening post.
  • the fastening post can thus be easily fastened to a scaffolding rod of an already erected scaffolding section, so that the upper section is arranged on a second scaffolding level.
  • the at least one fastening element is preferably arranged in the upper region of the fastening post. This enables a simple attachment of a scaffold cross brace at the required height to protect a scaffold from falling.
  • the support element and / or the leaning element and / or the fastening element are preferably welded to the fastening post.
  • the invention also relates to a fastening element for fastening a scaffold cross brace to a fastening post.
  • the fastening element can comprise a, preferably round, fastening knob for connection to a framework cross brace.
  • the fastening knobs can be designed in this way ensure that a scaffolding cross brace can be attached. This allows a scaffold cross brace to be attached quickly and easily.
  • the fastening knob can preferably be designed in such a way that it can be connected to a scaffold bar recess, in particular a scaffold cross brace opening, preferably a continuous scaffold cross brace opening, in a scaffold cross brace.
  • the at least one fastening element preferably comprises a tilting element for locking a connection between the fastening post and a scaffold cross strut. This allows a scaffolding cross brace to be attached to the fastening post easily, quickly and safely.
  • the tilting element can be completely displaceable or pivotable in the fastening knobs.
  • the tilting element can be arranged on the fastening element, in particular on the fastening knob, in such a way that, in the fastening position of the fastening post, the tilting element can be moved, in particular tilted, into a securing position solely by gravity.
  • a fastening element constructed in this way allows the connection between a scaffold cross brace and the fastening post to be easily secured.
  • the securing position is the position in which the tilting element can prevent a scaffold cross strut from slipping or falling off the fastening element.
  • the scaffold cross strut connection allows the scaffold cross strut connection to be secured in a simple and quick manner: If the scaffold cross strut is then to be attached to the fastening element, the scaffold cross brace is placed over the fastening knobs and the tilting element is moved into the fastening knobs. After the scaffolding cross strut has been attached to the fastening knobs, the tilting element falls into the securing position and thus prevents the scaffolding cross strut from falling.
  • the tilting element can be fastened or can be fastened to the fastening knobs of the fastening element in particular via an axis of rotation. This simplifies the structure of the fastening element.
  • the tilting element can comprise a return mechanism such as a spring, by means of which the tilting element can be brought into the securing position.
  • a return mechanism such as a spring
  • the task is also solved by a leading railing for temporary protection against falling of a new scaffolding level to be created.
  • the leading railing comprises two fastening posts as described above and at least one scaffold cross strut. Each end of the scaffold cross strut is connected to a fastening post, in particular a fastening element of a fastening post.
  • the framework cross strut can have flattened ends, in particular with at least one recess, preferably at least one through opening, for connection to the fastening elements. This enables an attachment that is easy to manufacture.
  • the framework cross brace can in particular be fastened to the fastening posts in such a way that the fastening posts can be moved relative to one another. This enables easy handling of the leading railing.
  • the object is also achieved by a scaffold for construction, repair and / or assembly work.
  • the framework comprises at least two, preferably four, in particular vertical, framework poles, at least two bracing elements and at least one leading railing as described above.
  • the framework can be made of metals such as structural steel, aluminum and / or other suitable materials. Metals such as structural steel are cheap and have sufficient stability.
  • the scaffolding can comprise at least two foot elements for resting on the floor, in particular one foot element each for a scaffolding pole. This means that the scaffolding is stable.
  • the foot elements can be adjustable in height. In this way, unevenness in the subsurface can be easily leveled out.
  • the scaffolding can comprise one or more scaffolding floors for scaffolding floors. This makes it easy and safe to work on the house.
  • the scaffolding floors can comprise wooden planks, metal or plastic grids, mats, or other suitable materials.
  • the framework can comprise at least one ladder. This makes it easy to move from one floor to the other.
  • the ladder can be folded up or arranged immovably on the scaffolding. Fold-up ladders take up less space. Fixed ladders require less maintenance.
  • the scaffold preferably comprises at least two horizontal scaffold rods, as a result of which the scaffold can be built up in a stable manner.
  • the scaffolding poles are extended along a scaffolding axis (G).
  • the scaffolding axis (G) is essentially perpendicular in the erected position.
  • the struts are extended along a strut axis (V).
  • the strut axis (V) is inclined to the frame axis (G), in particular between 10 ° and 90 °.
  • the leading railing comprises at least two support elements. One support element of the leading handrail is placed on each strut element.
  • the axes are in the fastening position the fastening post is arranged parallel to the scaffold axis and the transverse axes of the scaffold cross struts at a right angle to these axes.
  • Such a scaffold can be set up quickly, easily and safely.
  • the support element preferably comprises a recess.
  • a scaffolding rod is arranged or can be arranged in this recess.
  • Figure 1 shows a fastening post 1 comprising a post body, here a tube 6, a leaning element 2, a tilt protection element 5, two fastening elements 3 and a support element 4.
  • the tube 6 is extended along an axis A.
  • the axis A is a straight line to which the pipe 6 is symmetrical.
  • the tube 6 is 2 m long and has a round cross-section with a diameter of at least 2 cm.
  • the mounting post 1 is made of structural steel. In a fastening position, the fastening post 1 has a lower section arranged below and an upper section 16 arranged above; 17. The fastening post is in a fastening position 1 thus arranged essentially vertically (cf. Figure 4 and 7th ).
  • the fastening elements 3 are arranged in the upper section 17.
  • the fastening elements 3 are spaced at least 15 cm apart.
  • the support element 4, the leaning element 2 and the anti-tilt element 5 are arranged in the lower section 16.
  • the leaning element 2 and the support element 4 are arranged at a distance of at least 5 cm from one another.
  • the support element 4 comprises a spacing element 41 with a recess 42 and a fastening section 43 with a support surface 44 and two block elements 45.
  • the spacing element 41 is arranged essentially perpendicular to the axis A on the tube 6.
  • the fastening section 43 is arranged in relation to the spacing element 41 in such a way that the bearing surface 44 lies on a plane E.
  • the actuating element 52 is rod-shaped and at least 20 cm long.
  • the rod axis S is arranged parallel to the axis A.
  • the actuating element 52 is rotatably and displaceably mounted on the tube 6.
  • a first end of the actuating element 52 is welded to the anti-tilt element 5.
  • the second end of the actuating element 52 has an enlarged cross section 53.
  • the fastening posts 1 are used as parts of a leading railing 11 and are fastened to a first scaffolding level of a scaffolding 10 in such a way that the upper section 17 lies on a second scaffolding level (cf. Figure 7 ). If the fastening post 1 is brought into the fastening position on a vertical scaffolding rod 12, both the leaning element 2 and the anti-tilt element 5 and the support element 4 grip around this vertical scaffold rod 12 and the support surface 44 rests on a strut 13 of a scaffold 10 (cf. Fig. 7 ).
  • FIG 2 shows the fastening post 1 in a side view.
  • the support element 4 can be seen with the fastening section 43.
  • the fastening section 43 comprises two block elements 45 which are arranged on the underside of the fastening section 43 and a support surface 44.
  • the block elements 45 and the support surface 44 are arranged so that they essentially have a u -shaped cross-section.
  • the block elements 45 are arranged at a distance from the sides of the fastening section 43.
  • the bottom of the u-shape lies on a support plane E (see Figure 1 ) and forms the support surface 44.
  • FIG 3 shows the mounting post 1 from above.
  • the support element 4 with the spacing element 41 can be seen.
  • the spacing element 41 essentially has the shape of the number 6, the upper edge and the edge of the number shape opposite the recess 42 being flattened.
  • the recess 42 in the spacing element 41 is essentially semicircular.
  • the outer edge of the recess 42 on the side of the spacing element 41 close to the fastening section 43 is essentially at an acute angle.
  • the edge of the recess 42 that is further away from the fastening section 43 is rounded.
  • In the part of the support element opposite the fastening section 43 there is an opening 46 through which the tube 6 is guided.
  • FIG 4 shows a fastening post 1 to which two framework cross struts 9 are attached.
  • the framework cross struts 9 each comprise a tubular body 91 which is extended along a transverse axis Q1, Q2. In a mounting position of the In front of the railing 11, the transverse axes Q1, Q2 are essentially perpendicular to the axis A (cf. Figure 7 ).
  • the ends 92 of the framework cross struts 9 are flattened. They each have an opening 93. In each case one opening 93 of a scaffold cross brace 9 is placed over the fastening knobs 31 and thus the scaffold cross braces 9 are fastened to the fastening elements 3 of the fastening post 1 (cf. for detail D the Figure 5 ).
  • Figure 5 shows the detail D.
  • Figure 4 A connection between a fastening element 3 of the fastening post 1 and a scaffold cross brace 9 can be seen.
  • the fastening element 3 comprises a fastening knob 31 and a tilting element 33.
  • the tilting element 33 is mounted on the fastening knob 31 via an axis of rotation 32.
  • the fastening knob 31 has a rectangular through opening 34 into which the tilting element 33 can be pivoted. If a scaffold cross strut 9 is attached to the fastening knobs 31, the tilting element 33 pivots into the through opening 34 and then falls back into its original position. In this original position, the tilting element 33 ensures that the scaffolding cross strut 9 cannot detach from the fastening knobs 31. So this position is a backup position. To release the connection, the tilting element 33 can be pivoted into the through opening 34 by hand.
  • Figure 6 shows the lower section 16 of the fastening post 1 in a perspective view.
  • the leaning element 2, the anti-tilt element 5 and the support element 4 can be seen.
  • the leaning element 2 and the anti-tilt element 5 have the same floor plan 56. They are hook-shaped and essentially have the shape of the number 6.
  • Both the leaning element 2 and the anti-tilt element 5 are arranged on the tube 6 in such a way that the hook 55 can grip around a scaffolding rod parallel to the axis A.
  • the hook openings of the leaning element 2 and of the anti-tilt element 5 are arranged opposite one another, so that they form a scaffold pole (cf.
  • the leaning element 2 is firmly connected to the tube 6 and has a rectangular recess 21.
  • the anti-tilt element 5 can be rotated about the axis A above the leaning element 2 and is mounted displaceably along the axis A.
  • the anti-tilt element 5 is firmly connected to an actuating element 52.
  • the anti-tilt element 5 has a cuboid projection 51.
  • the projection 51 is arranged on the side of the anti-tilt element 5 facing the leaning element 2 and can be connected in a form-fitting manner to the square recess 21 of the leaning element 2.
  • FIG. 7 shows a scaffold 10 with a leading railing 11.
  • the scaffolding 10 here comprises four vertical scaffolding poles 12, two horizontal scaffolding poles 14 and four inclined scaffolding poles, here struts 13.
  • the leading railing 11 comprises two fastening posts 1 and two scaffolding cross struts 9.
  • the vertical scaffolding rods 12 are extended along the framework axes G.
  • Two vertical scaffold poles 12 are connected via a horizontal scaffold pole 14.
  • the vertical scaffolding bars 12 are each connected to the horizontal scaffolding bar 14 via a strut 13.
  • the struts 13 extend along the strut axes V, these strut axes V each being arranged at an angle of preferably essentially 45 ° to the frame axes G.
  • the fastening posts 12 are connected to a leading railing 11 via two scaffolding cross struts 9.
  • the scaffolding cross struts 9 are attached to the fastening elements 3 of the fastening posts 1.
  • the fastening posts 1 are each connected to a vertical scaffold rod 12 via the leaning elements 2, the support elements 4 and the anti-tilt elements 5.
  • the support elements 4, the anti-tilt elements 5 and the leaning elements 2 each encompass a vertical scaffold rod 12. In addition, each support element 4 rests on a strut 13.
  • each fastening post 1 When constructing such a scaffold 10, two fastening posts 1 are connected with two scaffold cross struts 9 to form a leading railing 11. Then each fastening post 1 is placed on a vertical scaffolding rod 12 of a first scaffolding level. Each fastening post 1 is arranged in such a way that each leaning element 2 and support element 4 each encompasses a vertical scaffold rod 12 and the vertical scaffold rods 12 are arranged in the recess 42 of the spacer elements 41 (cf. Figure 1 ). Thereafter, the support elements 4 are each placed on a strut 13 of the first framework level and the anti-tilt element 5 pivoted with the actuating element 52 and then connected to the leaning element 2.
  • the second scaffolding level is secured to prevent a scaffold builder from falling.
  • the scaffold builder can leave the first scaffolding level and enter the second scaffolding level.
  • a scaffold railing can then be erected.
  • the first fastening post 1 can then be released from the second scaffolding level via the actuating element 52 by lifting the actuating element 52 along the rod axis S and rotating it about the rod axis S (cf. Figure 1 ).
  • the leading railing 11 can be pivoted around the fastening knobs 31 of the second fastening post 1 until the first fastening post 1 can be fastened to a third vertical scaffold rod (such as 12) (see also FIG Fig. 5 ).

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP19163656.2A 2019-03-19 2019-03-19 Montants de montage pour une main courante avant, main courante avant destinée à la protection contre les chutes provisoire d'un nouveau plan d'échafaudage à réaliser, échafaudage pour travaux de construction et de réparation et / ou de montage et procédé de construction d'un échafaudage Pending EP3712347A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP19163656.2A EP3712347A1 (fr) 2019-03-19 2019-03-19 Montants de montage pour une main courante avant, main courante avant destinée à la protection contre les chutes provisoire d'un nouveau plan d'échafaudage à réaliser, échafaudage pour travaux de construction et de réparation et / ou de montage et procédé de construction d'un échafaudage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP19163656.2A EP3712347A1 (fr) 2019-03-19 2019-03-19 Montants de montage pour une main courante avant, main courante avant destinée à la protection contre les chutes provisoire d'un nouveau plan d'échafaudage à réaliser, échafaudage pour travaux de construction et de réparation et / ou de montage et procédé de construction d'un échafaudage

Publications (1)

Publication Number Publication Date
EP3712347A1 true EP3712347A1 (fr) 2020-09-23

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EP19163656.2A Pending EP3712347A1 (fr) 2019-03-19 2019-03-19 Montants de montage pour une main courante avant, main courante avant destinée à la protection contre les chutes provisoire d'un nouveau plan d'échafaudage à réaliser, échafaudage pour travaux de construction et de réparation et / ou de montage et procédé de construction d'un échafaudage

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29902904U1 (de) * 1999-02-18 1999-05-12 Rux Guenter Gmbh Gerüst-Seitenschutz
DE10243356A1 (de) * 2002-07-22 2004-02-05 Peri Gmbh Zerlegbares Gerüst
DE102010009247B9 (de) 2010-02-25 2012-04-19 Rümmer GmbH Montage-Sicherungsgeländer

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29902904U1 (de) * 1999-02-18 1999-05-12 Rux Guenter Gmbh Gerüst-Seitenschutz
DE10243356A1 (de) * 2002-07-22 2004-02-05 Peri Gmbh Zerlegbares Gerüst
DE102010009247B9 (de) 2010-02-25 2012-04-19 Rümmer GmbH Montage-Sicherungsgeländer

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