EP0280133A2 - Procédé pour la réalisation de couches de fond pour maçonnerie et profilé pour son application - Google Patents

Procédé pour la réalisation de couches de fond pour maçonnerie et profilé pour son application Download PDF

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Publication number
EP0280133A2
EP0280133A2 EP88102133A EP88102133A EP0280133A2 EP 0280133 A2 EP0280133 A2 EP 0280133A2 EP 88102133 A EP88102133 A EP 88102133A EP 88102133 A EP88102133 A EP 88102133A EP 0280133 A2 EP0280133 A2 EP 0280133A2
Authority
EP
European Patent Office
Prior art keywords
profile
edges
mortar
web
pull
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
Application number
EP88102133A
Other languages
German (de)
English (en)
Other versions
EP0280133A3 (en
EP0280133B1 (fr
Inventor
Jürgen Eckert
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.)
Protektorwerk Florenz Maisch GmbH and Co KG
Original Assignee
Protektorwerk Florenz Maisch GmbH and Co KG
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 Protektorwerk Florenz Maisch GmbH and Co KG filed Critical Protektorwerk Florenz Maisch GmbH and Co KG
Priority to AT88102133T priority Critical patent/ATE62522T1/de
Publication of EP0280133A2 publication Critical patent/EP0280133A2/fr
Publication of EP0280133A3 publication Critical patent/EP0280133A3/de
Application granted granted Critical
Publication of EP0280133B1 publication Critical patent/EP0280133B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/20—Tools or apparatus for applying mortar
    • 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/18—Adjusting tools; Templates
    • E04G21/1841—Means for positioning building parts or elements

Definitions

  • the invention relates to a method for producing level bearing beds for the first layer of masonry from dry construction layered on top of one another or in the bed joints and optionally also in the butt joints by means of an adhesive-connected block-like wall blocks on uneven surfaces, such as foundations, rough ceilings and the like ., further on a profile strip for use in the method according to the invention.
  • the invention aims to address this inadequacy remedied and an economically justifiable process for the production of level bedding for the first layer when building masonry in dry construction or adhesive technology on uneven surfaces, including the necessary tools.
  • this object is achieved in terms of process engineering in that, in the method according to the preamble of patent claim 1, at a distance corresponding to the wall thickness of the masonry to be erected, two profiled strips provided with pulling edges with upward pointing on the substrate Trigger edges are installed in the correct position, aligned with their trigger edges at the same level and then fastened to the substrate, and that the space between the profile strips is then filled with mortar and the latter is then leveled off over the trigger edges using a leveling sheath.
  • the individual wall blocks of the first layer of masonry to be erected are not gradually laid at the same level in a mortar bed, which requires alignment work for each individual wall block and, if necessary, the refilling of mortar, but according to the invention becomes a level bedding
  • the profile strips provided with pull-off edges are installed in the correct position and attached to the substrate, and then a mortar filler is pulled off over the pull-off edges of the profile strips laid in this way.
  • a bearing bedding is economically compensated for the unevenness of the subsurface, on which the wall blocks of a first layer of masonry to be erected using dry construction or adhesive technology can be laid in such a way that sufficiently precise horizontal joints between the individual layers of the masonry occur.
  • the profiled strips are kept at a distance from one another by spacer profiles extending between them and connectable to them. It is also advantageous if the profile strips are fastened to the substrate by means of retaining brackets that can be plugged onto them.
  • the brackets or the limiting rails themselves can be attached to the subsurface by dowelling.
  • mortaring by means of mortar chunks to be placed at a distance from one another has proven to be particularly simple.
  • the solution to the problem of the invention in this respect is to create a profiled strip which, due to the design as perforations for the passage of mortar, has a plastered profiled strip with at least one fastening leg which can be fixed on a substrate and a removal edge removed therefrom for pulling off a mortar backfill using a leveling sheath.
  • a profile strip is simple in the manner known when attaching plaster profile strips can be installed and, in addition to the function of its pull-off edge in the installed state, also serves to limit the bedding to be created at the side.
  • a special design of this profile strip is characterized by the design as a U-profile with two profile legs, which are connected to each other by a web forming the pull-off edge and, when used as intended, are attached to a base with profile legs pointing downwards, the web then pointing upwards forms the pull-off edge.
  • both the profile legs and the web are expediently penetrated by perforations, which enable problem-free backfilling of the profile cavity formed between the profile legs and the web with mortar.
  • the profile strip extends in parallel position to at least one of the profile legs on the longitudinal edge removed from the web, which, when the plaster profile strip is used as intended, points upward on the outside of the profile.
  • such holding flanges can also extend from the profile outside of both profile legs, with one holding flange advantageously ending in a longitudinal edge running below the plane spanned by the web, while the other holding flange projects beyond the plane spanned by the web.
  • the profile strip 10 illustrated in FIG. 2 for itself alone in a perspective view is a U-profile with two profile legs 11, 12 running parallel to one another and a web 13 connecting these profile legs to one another. At the longitudinal edges of the two that are removed from the web Profile legs 11, 12 are molded in parallel to these and on the outside of the profile legs extending retaining flanges 14, 15. The holding flange 14 ends in a longitudinal edge running below the plane spanned by the web 13, while the other holding flange 15 projects beyond the web plane. All flat sections of the profile strip 10, i.e. the web 13, the two profile legs 11, 12 and the holding flanges 14, 15, which run parallel to the latter, are provided with perforations 16 in the manner known in the plaster profile strips, through which, when used as intended, mortar can pass for the purpose of backfilling cavities.
  • two similar profile strips 10 are laid parallel to one another with profile legs pointing downward in such a way that the retaining flanges 15 which project above the webs each extend on the side remote from the other profile section.
  • the spacer convey distance profiles 20 according to FIG. 3, which are arranged at predetermined intervals along the profile strips. These spacer profiles are strip material provided with perforations 21 with bevels 22, 23 directed towards the same sides in the region of the two front ends.
  • the height of these folds corresponds approximately to the vertical dimension of the holding flanges 14 of the profiled rails ending under the web plane, and the spacer profiles 20, when used as intended, engage with the mentioned folds 22, 23 from above between the mentioned holding flanges 15 and the profile legs 11 running parallel thereto, so that a form-fitting, firm connection between the parallel profile rails and thus a precise spacing is guaranteed.
  • the mounting brackets 24, 25 shown in FIG. 4 serve as attachment aids, which also are formed from strip material provided with perforations for the passage of mortar and each have an upstand 26, 27 with a molded-in suspension bottle 28, 29 at one end.
  • the upstand 27 of the one holding bracket is adapted to the vertical extent of the holding flange 14 of the profiled strips ending below the web plane, whereas the upstand 28 of the other holding bracket is adapted to the vertical extent of the holding flange 15 rising above the web plane.
  • the brackets 24, 25 can accordingly be hooked into the holding flanges 14, 15 of the profile strips 10, the bracket 25 having the smaller upstand 27 then extending in the direction of the other profile bar, on the other hand the bracket 24 on the from the other side of the profile rail.
  • Fig. 5 shows the structure of a bedding using the above-described rails and the associated tools.
  • the subsurface 30 is, for example, the upper edge of a basement constructed in concrete construction, to which an insulation 31, which is only indicated, is applied on the outside.
  • two profile strips 10 are laid at a distance from one another corresponding to the thickness of the masonry to be erected, and are kept at a distance from one another by spacer profiles 20 inserted between them, as shown in FIG. 3.
  • the holding flanges 15 projecting beyond the plane spanned by the webs of the profile rails then each extend on the side remote from the spacer profile 20 and the outer holding flange 15 of the outer profile rail lies flush with the plane spanned by the outside of the insulation 31 of the substrate.
  • retaining brackets 25 are hooked in with this retaining flange adapted upstand 27, which otherwise extend in the direction of the other profile rail.
  • the fastening of the other profile rail to the substrate is used in the mounting brackets 24 which hang in the flange projecting beyond the web plane and which extend on the side of this profile rail which is remote from the spacer profiles 20.
  • the profiled strips with their upwardly pointing webs 13 are aligned precisely at the same level and then mortared in the correct position by means of mortar slabs to be spaced apart, after which one Fixing the bracket is also carried out by mortaring by means of mortar 33 to be applied.
  • the next step then consists in filling the space between the profiled rails 10, which are laid in the correct position and precisely aligned with respect to the height of their webs 13, with mortar 34, which is then smoothly removed by means of a leveling sheath over the webs of the profiled strips which serve as extraction edges.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Floor Finish (AREA)
  • Finishing Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Foundations (AREA)
EP88102133A 1987-02-25 1988-02-13 Procédé pour la réalisation de couches de fond pour maçonnerie et profilé pour son application Expired - Lifetime EP0280133B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88102133T ATE62522T1 (de) 1987-02-25 1988-02-13 Verfahren zum herstellen von lagerbettungen fuer mauerwerk und profilleiste fuer diesen zweck.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3705917A DE3705917C2 (de) 1987-02-25 1987-02-25 Profilsystem zum Herstellen niveaugleicher Lagerbettungen
DE3705917 1987-02-25

Publications (3)

Publication Number Publication Date
EP0280133A2 true EP0280133A2 (fr) 1988-08-31
EP0280133A3 EP0280133A3 (en) 1989-05-24
EP0280133B1 EP0280133B1 (fr) 1991-04-10

Family

ID=6321659

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88102133A Expired - Lifetime EP0280133B1 (fr) 1987-02-25 1988-02-13 Procédé pour la réalisation de couches de fond pour maçonnerie et profilé pour son application

Country Status (3)

Country Link
EP (1) EP0280133B1 (fr)
AT (1) ATE62522T1 (fr)
DE (1) DE3705917C2 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0893554A1 (fr) * 1997-07-25 1999-01-27 Tubag Trass-, Zement- und Steinwerke Gmbh Procédé et dispositif pour la réalisation d'un adaptateur horizontal
DE19960512A1 (de) * 1999-12-15 2001-06-21 Ytong Holding Ag Verlegevorrichtung und Verfahren zum Erstellen eines Plansteinmauerwerks
CN116397904A (zh) * 2023-06-08 2023-07-07 山西三建集团有限公司 高层建筑现浇楼层板上预留钢套管的定位机构的定位方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE845705C (de) * 1950-04-28 1952-08-04 Turrit Verwertung G M B H Vorrichtung zum Vermauern von Steinen oder Bloecken aus Leichtbeton od. dgl.
CH571629A5 (en) * 1973-11-19 1976-01-15 Btr Materiaux Sa Jigging irons for ensuring vertical alignment of block built walls - are 'T' sections positioned with stem inserted in horizontal bed joints
DE2608848A1 (de) * 1976-03-04 1977-09-08 Kasamentbau Gmbh & Co Verfahren zur errichtung von gebaeuden sowie bausatz und wandelement zur durchfuehrung des verfahrens
FR2600359A1 (fr) * 1986-06-23 1987-12-24 Lacour Michel Dispositif pour faciliter le maconnage d'elements de construction

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1970165U (de) * 1967-06-01 1967-10-12 Ferma Werke Fertigbau Und Masc Fugendichtung fuer bauzwecke.
DE7031558U (de) * 1970-08-24 1970-11-12 Wolf Heinz Abzuglehre.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE845705C (de) * 1950-04-28 1952-08-04 Turrit Verwertung G M B H Vorrichtung zum Vermauern von Steinen oder Bloecken aus Leichtbeton od. dgl.
CH571629A5 (en) * 1973-11-19 1976-01-15 Btr Materiaux Sa Jigging irons for ensuring vertical alignment of block built walls - are 'T' sections positioned with stem inserted in horizontal bed joints
DE2608848A1 (de) * 1976-03-04 1977-09-08 Kasamentbau Gmbh & Co Verfahren zur errichtung von gebaeuden sowie bausatz und wandelement zur durchfuehrung des verfahrens
FR2600359A1 (fr) * 1986-06-23 1987-12-24 Lacour Michel Dispositif pour faciliter le maconnage d'elements de construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0893554A1 (fr) * 1997-07-25 1999-01-27 Tubag Trass-, Zement- und Steinwerke Gmbh Procédé et dispositif pour la réalisation d'un adaptateur horizontal
DE19960512A1 (de) * 1999-12-15 2001-06-21 Ytong Holding Ag Verlegevorrichtung und Verfahren zum Erstellen eines Plansteinmauerwerks
CN116397904A (zh) * 2023-06-08 2023-07-07 山西三建集团有限公司 高层建筑现浇楼层板上预留钢套管的定位机构的定位方法
CN116397904B (zh) * 2023-06-08 2023-08-08 山西三建集团有限公司 高层建筑现浇楼层板上预留钢套管的定位机构的定位方法

Also Published As

Publication number Publication date
EP0280133A3 (en) 1989-05-24
DE3705917A1 (de) 1988-09-08
ATE62522T1 (de) 1991-04-15
EP0280133B1 (fr) 1991-04-10
DE3705917C2 (de) 1999-08-19

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