EP2735672B1 - Fassadensystem mit Gerüstanker - Google Patents

Fassadensystem mit Gerüstanker Download PDF

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Publication number
EP2735672B1
EP2735672B1 EP12194370.8A EP12194370A EP2735672B1 EP 2735672 B1 EP2735672 B1 EP 2735672B1 EP 12194370 A EP12194370 A EP 12194370A EP 2735672 B1 EP2735672 B1 EP 2735672B1
Authority
EP
European Patent Office
Prior art keywords
scaffold
facade
retaining
supporting structure
anchor
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.)
Not-in-force
Application number
EP12194370.8A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2735672A1 (de
Inventor
Arvid Loboda
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.)
LOBODA, ARVID
Original Assignee
Loboda Arvid
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 Loboda Arvid filed Critical Loboda Arvid
Priority to EP12194370.8A priority Critical patent/EP2735672B1/de
Priority to PL12194370T priority patent/PL2735672T3/pl
Publication of EP2735672A1 publication Critical patent/EP2735672A1/de
Application granted granted Critical
Publication of EP2735672B1 publication Critical patent/EP2735672B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • 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
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
    • E04F13/0807—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall adjustable perpendicular to the wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E04F13/0816—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements extending into the back side of the covering elements
    • E04F13/0817—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements extending into the back side of the covering elements extending completely through the covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
    • E04F13/0891—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections with joint fillings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
    • E04F13/0898—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections with sealing elements between coverings

Definitions

  • the invention relates to a facade system according to the preamble of claim 1.
  • scaffold anchors can be mounted at predetermined locations of the support structure, namely in each case where a hole is made in a post and fitting elements are mounted.
  • the fitting elements can optionally accommodate a screw or a threaded portion having scaffold anchor.
  • the existing upright posts and horizontal beams support structure is attached with its back to a building, namely on a building exterior wall.
  • Facade panels are attached to the front of the supporting structure so that the building is protected from the weather by the façade.
  • a thermal barrier coating can be used between the Facade panels and the building to be provided and the facade system is used in this case also to protect the insulation material from the weather, for example, rainfall moisture, which may affect the insulation value of the insulation.
  • the work on the facade for example, the installation of the facade panels, carried out using a scaffold.
  • the scaffolding is attached to the structure with the help of so-called scaffold anchors.
  • the scaffold anchors are anchored on the one hand on the building and on the other hand, on the other hand, at its end remote from the structure of a connection portion, which may for example have a bore, so that the framework with the help of lugs and bolts can be fixed to the scaffold anchor and is secured in this way against forces acting on the scaffold in a direction which points away from the building.
  • a scaffold anchor requires in practice a time of about 15 to 30 min. It must be recorded at which points of the building such a scaffold anchor is set so years later, in case of any revision work, a scaffold to be rebuilt can be mounted without to create new attachment points for scaffold anchors on the structure.
  • the invention has for its object to improve a generic facade system to the effect that the assembly of the facade in a shorter time and thus more economically possible and later re-assembly of a scaffold is simplified and also more economically possible.
  • the scaffold anchors are not attached directly to the structure, but rather indirectly, namely by the scaffold anchors are fixed to the supporting structure of the facade system, which in turn is attached to the building.
  • the support structure receiving channels which open to the front of the support structure.
  • the channels run parallel to the building wall, either in the bars or in the posts of the supporting structure.
  • the receiving channels in this case have a roughly approximated omega-shaped contour to be described, ie an orifice, behind which widens the channel cross-section of the receiving channel, so that an undercut is created.
  • the scaffold anchors to be used do not extend into the structure, that is, into the mentioned building wall, but rather into the receiving channel, this section of a scaffold anchor being referred to as a receiving section.
  • the scaffold anchors extend further forward, so further away from the structure to allow in a conventional manner outside the support structure to connect a scaffold to the scaffold anchor.
  • the proposed scaffold anchor has corresponding connection means, which allow the connection of a scaffold, so that this front portion of the scaffold anchor is referred to as a connection section.
  • the support of the scaffold anchor on the support structure according to the invention is characterized in that the receiving portion of the scaffold anchor has a roughly simplified approximately T-shaped holding head with which the scaffold anchor extends into the undercut of the receiving channel, so that the scaffold anchor is secured against forces from the Buildings are directed away.
  • the assembly of the scaffold anchor is simplified in that it does not have to be inserted at one of the two ends in the receiving channel and then moved longitudinally to its destination in the receiving channel, but the receiving portion of the scaffold anchor is designed in two parts, each of the two parts so narrow is that it can be introduced by itself through the mouth into the receiving channel.
  • both parts of the scaffold anchor are inserted into the receiving channel, they are shifted from each other so that they rest on each other and in this arrangement, both parts form the aforementioned substantially T-shaped holding head of the scaffold anchor, so that now the scaffold anchor against the mentioned after is secured in the receiving channel forward acting forces.
  • the two parts of the scaffold anchor each have a substantially L-shaped cross-section.
  • the scaffold anchor extends not only on a bank in the undercut of the receiving channel.
  • the simplest possible mounting of the scaffold anchor is supported by the fact that this does not have to be introduced in a specific orientation in the receiving channel, but, since both banks of the receiving channel are symmetrically loaded, the scaffold anchor in any orientation, for example, rotated by 180 °, in the receiving channel can be introduced.
  • the scaffold anchor is designed in two parts over its entire length.
  • the scaffold anchor thus extends from its receiving portion to its connecting portion divided, these two parts of the scaffold anchor are identical.
  • the production of the respective part type is economically advantageous influenced by the corresponding higher number of pieces.
  • the fact that the two components are configured the same and also form the connection portion of the scaffold armature, it is also ensured that when connecting a scaffold to the scaffold anchor both parts of the scaffold anchor on the frame and are fixed to each other, so that no additional assembly operations are required to to connect the two parts of the scaffold anchor with each other. This also accelerates and positively influences the construction progress of the façade system.
  • this plate-like flat scaffold anchor thus extends from the receiving portion in the receiving channel to the connecting portion, and the width of this plate extends in the longitudinal direction of the receiving channel, so that Accordingly, by the dimension of the plate to be selected, the male holding forces can be influenced and can be ensured by a correspondingly wide configuration of the scaffold anchor reliable fixing of the scaffold to the supporting structure of the facade system. If the scaffold anchor - as described above - should be designed in two parts and that symmetrical, this means that in the mentioned plate-like flat design of the scaffold anchor, the dividing plane of the two components passes through the center of the plate thickness.
  • connection means of the scaffold anchor are designed as a bore, so that - as mentioned above - a framework by means of a tab and a bolt on the framework holder can be set in a conventional manner.
  • the bars and / or the posts of the supporting structure are designed as extruded profiles.
  • the receiving channels are designed in this case as part of the profile geometry of such an extruded profile. In this way it is ensured that over the entire length of the bolt or the post, the receiving channels are available.
  • a scaffold anchor can be set in almost any height or width of the facade system, so that it is not necessary for later scaffolding work to produce a documentation, because even later, at an existing façade system, the scaffold anchors can connect to the supporting structure at almost any point.
  • scaffold anchors can be set: On the one hand it can be provided that posts or bars of the facade system run behind facade panels ago. If these elements of the supporting structure concealed by a facade panel are to be used for fastening a scaffold anchor, provision may be made for a recess to be introduced into the facade panel, for example to introduce a bore and the scaffold anchor through this recess into the supporting structure. Later, when dismantling the scaffolding and after removal of the scaffold anchor, a plug may be provided, which is then inserted into the facade panel, for example, to prevent the ingress of precipitates behind the facade panel or also for optical reasons, the previously created recess in the facade panel cover.
  • the scaffold anchor extends through a joint between two facade panels.
  • the facade panels are usually fastened with retaining clips on the support structure and the mounting of the posts and arrows of the support structure takes place in any case in adaptation to the intended dimensions of the facade panels. Therefore, it can be provided, in each case between two adjacent facade panels, where a joint is provided in the facade, to extend the receiving channel of the support structure, so that the scaffold armatures extend through this gap.
  • this makes it possible to completely erect the façade first and to assemble all façade panels before dismantling the scaffolding.
  • it allows for later scaffolding to mount a scaffold without having to remove previously removed facade panels, as well as new Scaffold anchors can be easily mounted in the joints between two facade panels.
  • a sealing strip which is inserted into the joints between two adjacent facade panels.
  • Such a sealing strip can then be used accordingly after removal of the scaffold anchor in the joint between the two adjacent facade panels, so that after installation of the sealing strip is no longer recognizable where the scaffold anchors were in the scaffolding work.
  • the scaffold anchors provided at locations that are covered by facade panels.
  • the first-mentioned type of mounting in which a recess is introduced into the façade panel in question, it may be provided that at the locations where scaffold anchors are provided initially no facade panels to mount and leave a blank in the facade and only the To install facade panels, which are provided around the relevant facade panel. If in this way the facade is almost completely assembled and the scaffolding is gradually dismantled from above, each time after removal of a scaffold anchor, the remaining space can be filled by mounting a facade panel, so that now creates a closed facade.
  • Fig. 1 is indicated by a facade system 1, which upright post 2 and lying extending latch 3 has.
  • the posts 2 are attached by means of brackets 4 to a building wall 5.
  • facade panels 7 are held on the front of the supporting structure formed by the posts 2 and 3 bars.
  • the retaining clips 6 are received in grooves 8, wherein both the designed as extruded posts 2 have such grooves 8 and upright aligned additional profiles 9, which are mounted on the post 2.
  • the posts 2 also each have a receiving channel 10, and also the additional profile 9, which can be regarded as a second component of the total two-piece designed post, has a receiving channel 10.
  • the receiving channel 10 serves on the one hand for receiving a sealing profile 11 which seals the gap between two adjacent facade panels 7 precipitation and opaque, wherein the sealing profile 11 in Fig. 1 is shown in its undeformed state, so that it extends into the contours of the facade panels 7 inside. From this representation it is clear that the sealing profile 11 actually is held under tension between the two facade panels 7, so that it is held on the one hand particularly reliable in place and on the other hand seals particularly reliable against the facade panels 7.
  • a scaffold armature 12 In the receiving channel 10 of the post 2, a scaffold armature 12, the sake of illustrative only at this point in Fig. 1 is drawn.
  • the scaffold anchor 12 consists of two identical parts 14 and is - as in particular from Fig. 2 emerges - designed substantially flat plate-shaped. It has a rear receiving section 15 and a front connecting section 16, wherein the front connecting section 16 has connecting means 17 in the form of a bore in order to be able to connect a scaffold armature 12 to a scaffold.
  • the receiving portion 15 is contoured in an L-shape, wherein the L-shaped projection each has a material thickness which is about twice as large as the material thickness, which has each part 14 otherwise. This makes it possible to insert the two parts 14 one above the other into the receiving channel 10. Subsequently, when the two L-shaped projections extend into the widened internal cross-section of the receiving channel 10, the two parts 14 can be displaced so that they are as shown in FIG Fig. 2 shown abut each other, so that each of the two parts 14 is a barrier for the other part 14, so that these two parts 14 block each other and prevent the scaffold anchor 12 can be pulled out of the receiving channel 10.
  • FIG. 1 illustrated embodiment of the facade system 1 can be provided first to arrange the scaffold armature 12 instead of the sealing profiles 11 in the receiving channel 10 of the additional profile 9. Only when the framework is gradually dismantled from top to bottom and dismantled the scaffold armature 12 be, the sealing profiles 11 are inserted into the receiving channels 10 of the facade system 1.
  • the scaffold anchors 12, as in Fig. 1 indicated to attach directly to the post 2 by the provided on the post 2 receiving channels 10 are used.
  • the adjacent facade panels 7 could be mounted and only when dismantling the framework, after the respective scaffold anchors 12 have been dismantled, the corresponding facade panels 7 could be mounted in the previously vacant blanks, for example, the in Fig. 1 Facade panel 7 shown on the right, known from the practice known so-called repair clips instead of in Fig. 1 illustrated conventional retaining clips 6 can be used.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP12194370.8A 2012-11-27 2012-11-27 Fassadensystem mit Gerüstanker Not-in-force EP2735672B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP12194370.8A EP2735672B1 (de) 2012-11-27 2012-11-27 Fassadensystem mit Gerüstanker
PL12194370T PL2735672T3 (pl) 2012-11-27 2012-11-27 System fasadowy z kotwami rusztowaniowymi

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP12194370.8A EP2735672B1 (de) 2012-11-27 2012-11-27 Fassadensystem mit Gerüstanker

Publications (2)

Publication Number Publication Date
EP2735672A1 EP2735672A1 (de) 2014-05-28
EP2735672B1 true EP2735672B1 (de) 2015-05-27

Family

ID=47357931

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12194370.8A Not-in-force EP2735672B1 (de) 2012-11-27 2012-11-27 Fassadensystem mit Gerüstanker

Country Status (2)

Country Link
EP (1) EP2735672B1 (pl)
PL (1) PL2735672T3 (pl)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105317209A (zh) * 2014-08-01 2016-02-10 中天建设集团有限公司 建筑外墙脚手架可拆卸连墙件
CN120906335B (zh) * 2025-10-10 2026-01-02 山东天齐置业集团股份有限公司 一种新型脚手架连墙装置及施工方法

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8910453U1 (de) * 1989-09-01 1989-12-07 Jatzlau, Ekkehard, Ing.(Grad.), 4030 Ratingen Vorrichtung zur Befestigung von plattenförmigen Fassadenelementen
WO2001029350A1 (en) * 1999-10-19 2001-04-26 Martec K.K. Hold cleaning scaffold support device and scaffold constructing method using the same scaffold support device
DE202004013936U1 (de) * 2004-09-08 2004-11-18 SCHÜCO International KG Fassaden- oder Lichtdachkonstruktion mit Montagevorrichtung, insbesondere mit einer Gerüstverankerungsvorrichtung

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Publication number Publication date
EP2735672A1 (de) 2014-05-28
PL2735672T3 (pl) 2015-11-30

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