EP1544378A1 - Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method - Google Patents
Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method Download PDFInfo
- Publication number
- EP1544378A1 EP1544378A1 EP04405777A EP04405777A EP1544378A1 EP 1544378 A1 EP1544378 A1 EP 1544378A1 EP 04405777 A EP04405777 A EP 04405777A EP 04405777 A EP04405777 A EP 04405777A EP 1544378 A1 EP1544378 A1 EP 1544378A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- anchoring element
- formwork
- anchoring
- ceiling
- 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
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 56
- 238000000034 method Methods 0.000 title claims abstract description 12
- 238000009416 shuttering Methods 0.000 title abstract description 7
- 238000009415 formwork Methods 0.000 claims description 25
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 2
- 239000012530 fluid Substances 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/365—Stop-end shutterings
-
- 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
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports
Definitions
- the invention relates to a method for setting an anchoring element for reusable and Lost ceiling edge formwork panels according to the preamble of claim 1 and an anchoring element for Implementation of the method according to the preamble of Patent claim 3.
- Deckenrandabschalstead are various devices known. All devices is the object of the formwork element, which the ceiling plate is limited to the front, until solidification precise hold of the liquid concrete of the ceiling.
- the commonly used devices include Anchoring element of two orthogonal with each other connected profile tubes, of which the horizontal too lying legs (anchor) on the slab formwork the ceiling to be created e.g. is attached with nails.
- the Holder can be a reusable formwork panel or a lost Deckenrandabschalungsplatte be attached.
- a disadvantage of this anchoring element is the big Effort for an exact alignment, especially if the already cast wall (first part) or their uneven top edge protrudes above the level of the formwork and before moving the towering parts of this wall need to be sharpened.
- the transfer the anchoring elements by the mostly in larger Number of existing, protruding from the wall upwards Arm istsanBankeisen the first part of construction complicates.
- Object of the present invention is to provide a Method for setting an anchoring element for the Attachment of reusable and lost Deckenrandschalungsplatten as well as the creation of a Anchoring element for performing the method.
- the procedural setting of the anchoring element Allows you to do this work comfortably already during the Formwork and before the creation of the wall reinforcement make.
- the attachment of the anchoring element The wall formwork can be very simple and without effort extremely precise, because inevitably accurate offset formwork panels for the wall serve as a base for the exact alignment.
- the once staggered Anchoring elements are immediately after stripping the created wall (first part) operational, namely both as a holder for the Deckenrandabschalungsplatten as also where desired or prescribed for the Fixing guardrails during concreting the ceiling (second part).
- the guardrail can even before concreting the first part of construction be mounted together with the anchoring element and his service already while cupping the ceiling fulfill.
- the anchoring elements With the hardening of the concrete the ceiling bearing wall, the anchoring elements are unsolvable with the latter connected. Also, hard bumps, e.g. through Crane hooks hanging rebar or Deckenrandabschalungsplatten, can be added without damage become. This quite contrary to the known ones fixed at right angles to the slab formwork Anchoring elements, which by low forces already be solved from the nailed anchorage.
- Anchoring element 1 for setting / securing a Deckenrandabschalung 13 is the horizontal leg. 3 with nails 5 on the formwork 7 for the to be created Ceiling 26 attached.
- the holder part 4 of the anchoring element 1 are spacer elements 11th attached, indicating the location of the to be attached Ceiling edge shuttering 13 and means for Attaching the Deckenrandabschalung 13 have.
- the inventive anchoring element 1, as shown in the Figures 1, 2 and 4 to 7, comprises in the simplest version a straight profile bar with round (Figure 7a), rectangular ( Figure 7b), U-shaped (Figure 7c) or T-shaped (Figure 7d) cross section.
- the profile bar is angled two-fold.
- the two Legs form below the anchor part 2 and above the Holder part 4.
- On the holder part 4 is at least one Retaining element 23 attached.
- the two holding elements 23,25 have two functions: on the one hand they serve as Connecting means to the anchoring element 1 with the Shuttering panel 21 for the wall 17 to be concreted connect, and on the other hand they form spacers to usually made of steel anchoring element 1 in sufficient distance from the wall surface and to avoid rusting (see Figures 1, 2 and 4).
- the formation of the Anchoring element 1 described in more detail includes the vertical holder part 4 and the vertical Holder part 4 at an acute angle or parallel, anchoring part to be embedded 2.
- the lower Retaining element 23 and the upper retaining element 25 is attached.
- the holding elements 23,25 can also from the holder part. 4 to be formed out of itself (not pictured). Both Retaining elements 23, 25 have tabs 27 with a bore 29 on, through which nails 31 are passed.
- at least the holder part 4 consists of a Tube with polygonal cross section (see Fig. 7).
- those which comprise the holder part 4 do not completely cover. You can e.g. with rest or Snap elements on the holder part 4 to be attached to this to keep at a distance from the wall formwork 21.
- the anchoring element 1 according to FIG 5 is with the Nails 31 before concreting the wall 17 on the formwork 21 attached.
- the attachment of the light and good to handling anchoring elements 1 is easy, because after attaching a contour line for the face of the creating wall 17 at the height h or at the level the surface of the later-to-be-poured ceiling 26 can the anchoring elements 1 successively and in nailed to a predetermined distance.
- Attaching to the formwork 21 is preferably carried out before creating the Reinforcement 33. The subsequent structure of the reinforcement 33 is not hindered by the anchoring elements 1.
- the anchoring elements 1 can be fixed even after the creation of the wall reinforcement and even after the introduction of the concrete mass before curing.
- a threaded sleeve 32 can additionally be fastened, formed or formed in a bore 30 passing through the holder part 4.
- the end of the threaded sleeve 32 is flush in the plane of the holding elements 23,25 and serves after stripping the wall as an anchor for an anchor rod (anchor rod not shown in Fig. 5).
- the anchoring elements 1 are permanently connected in the solidified concrete mass. They can be used immediately, ie after removal of the formwork 21, to create a protective railing 35 (see FIG. 6) and also loaded, if the railing 35 has not already been placed on the formwork 21 when fastening the anchoring elements 1.
- the railing posts used 37 can be inserted from above into the vertical holder part 4 of the anchoring element 1. In a preferred embodiment of the invention, the railing posts 37 are not inserted directly into the anchoring elements 1, but it is for the time being a fastener 39 for fixing a Deckenrand-Abschalplatte 41 mounted on the vertical holder part 4.
- Such a fastening element 39 is known from the prior art and comprises a ceiling edge Abschalplatte 41 embracing arm 43, which automatically clamps the ceiling edge Abschalplatte 41, so that no nails 31 must be taken.
- a vertically extending receiving tube 45 is fixed, in which the railing post 37 temporarily when pouring the cover 26 can be inserted.
- the geometric design of the holder part 4, in particular of the upper end, is adaptable to the various fastening elements 39 available on the market, ie it can be adapted to the system.
- markings for indicating the top edge of the wall to be created in the form of lines or depressions may be attached. It can be further attached to the holder part 4 and the anchor part 2, which indicate the ceiling thickness d additional marks (not shown).
Abstract
Description
Gegenstand der Erfindung ist ein Verfahren zum Setzen
eines Verankerungselements für wiederverwendbare und
verlorene Deckenrandschalungsplatten gemäss Oberbegriff
des Patentanspruchs 1 sowie ein Verankerungselement zur
Durchführung des Verfahrens gemäss Oberbegriff des
Patentanspruchs 3.The invention relates to a method for setting
an anchoring element for reusable and
Lost ceiling edge formwork panels according to the preamble
of
Für die Erstellung von Deckenrandabschalungen sind verschiedene Vorrichtungen bekannt. Allen Vorrichtungen liegt die Aufgabe zugrunde, das Schalungselement, welches die Deckenplatte stirnseitig begrenzt, bis zur Erstarrung des flüssigen Betons der Decke präzise festzuhalten. Eine der häufig verwendeten Vorrichtungen umfasst ein Verankerungselement aus zwei rechtwinklig miteinander verbundenen Profilrohren, von denen der horizontal zu liegen kommende Schenkel (Anker) auf der Deckenschalung der zu erstellenden Decke z.B. mit Nägeln befestigt wird. Am vertikal nach oben ragenden zweiten Schenkel, dem Halter, kann eine wiederverwendbare Schalplatte oder eine verlorene Deckenrandabschalungsplatte befestigt werden. Nachteilig an diesem Verankerungselement ist der grosse Aufwand für eine exakte Ausrichtung, insbesondere wenn die bereits gegossene Wand (erste Teilbaute) bzw. deren unebene Oberkante über das Niveau der Schalung hinausragt und vor dem Versetzen die überragenden Teile dieser Wand abgespitzt werden müssen. Im weiteren ist das Versetzen der Verankerungselemente auch durch die meist in grosser Zahl vorhandenen, aus der Wand nach oben ragenden Armierungsanschlusseisen der ersten Teilbaute erschwert.For the creation of Deckenrandabschalungen are various devices known. All devices is the object of the formwork element, which the ceiling plate is limited to the front, until solidification precise hold of the liquid concrete of the ceiling. A The commonly used devices include Anchoring element of two orthogonal with each other connected profile tubes, of which the horizontal too lying legs (anchor) on the slab formwork the ceiling to be created e.g. is attached with nails. At the vertically upstanding second leg, the Holder, can be a reusable formwork panel or a lost Deckenrandabschalungsplatte be attached. A disadvantage of this anchoring element is the big Effort for an exact alignment, especially if the already cast wall (first part) or their uneven top edge protrudes above the level of the formwork and before moving the towering parts of this wall need to be sharpened. In the following is the transfer the anchoring elements by the mostly in larger Number of existing, protruding from the wall upwards Armierungsanschlusseisen the first part of construction complicates.
Es ist weiter bekannt, verlorene Deckenrandabschalungen vor dem Giessen der darunter liegenden Wand an den aussen liegenden Schalungsplatten zu befestigen. Qualitativ hochstehende Deckenrandabschalungen sind verhältnismässig teuer und werden daher nicht in allen Bereichen des Hochbaus eingesetzt. An den verlorenen Deckenrandabschalungen sind bei einer besonders vorteilhaften Deckenrandabschalungsplatte in diese eingeschobene zweischenklige Profilelemente befestigt. Der unten über die Platte herausragende Teil des Profilelements kommt in der die Decke tragenden Wand (erste Teilbaute) zu liegen und hält nach dem Erstellen der Wand bzw. beim Erstellen der Decke die Deckenrandabschalplatten an der zuvor erstellten Wand fest.It is also known lost Deckenrandabschalungen before pouring the wall underneath to the outside to fix lying formwork panels. qualitatively upright slab edge shutters are proportionate expensive and therefore not in all areas of the Building construction used. At the lost one Deckenrandabschalungen are at a special advantageous Deckenrandabschalungsplatte in this attached inserted two-legged profile elements. Of the below the plate protruding part of the Profile element comes in the wall carrying the ceiling (first part building) to lie and holds after creating the wall or when creating the ceiling the Deckenrandabschalplatten on the previously created wall firmly.
Aufgabe der vorliegenden Erfindung ist die Schaffung eines Verfahrens zum Setzen eines Verankerungselements für die Befestigung von wiederverwendbaren und verlorenen Deckenrandschalungsplatten sowie die Schaffung eines Verankerungselements zur Durchführung des Verfahrens.Object of the present invention is to provide a Method for setting an anchoring element for the Attachment of reusable and lost Deckenrandschalungsplatten as well as the creation of a Anchoring element for performing the method.
Gelöst wird die Aufgabe durch ein Verfahren gemäss den
Merkmalen des Patentanspruchs 1 sowie durch ein
Verankerungselement gemäss den Merkmalen des
Patentanspruchs 3. Vorteilhafte Ausgestaltungen des
Verankerungselements sind in den abhängigen Ansprüchen
definiert.The problem is solved by a method according to the
Features of
Das verfahrensgemässe Setzen des Verankerungselements erlaubt es, diese Arbeit bequem bereits während der Schalungsarbeiten und vor der Erstellung der Wandarmierung vorzunehmen. Die Befestigung des Verankerungselements an der Wandschalung kann sehr einfach und ohne Aufwand äusserst präzise erfolgen, denn die zwangsläufig genau versetzten Schalungsplatten für die Wand dienen als Basis für die exakte Ausrichtung. Die einmal versetzten Verankerungselemente sind sofort nach dem Ausschalen der erstellten Wand (erste Teilbaute) einsatzfähig, und zwar sowohl als Halter für die Deckenrandabschalungsplatten als auch dort, wo erwünscht oder vorgeschrieben, für die Befestigung von Schutzgeländern während des Betonierens der Decke (zweite Teilbaute). Das Schutzgeländer kann sogar schon vor dem Betonieren der ersten Teilbaute zusammen mit dem Verankerungselement montiert werden und seinen Dienst bereits während des Schalens der Decke erfüllen. Mit der Aushärtung des Betons der die Decke tragenden Wand sind die Verankerungselemente unlösbar mit letzterer verbunden. Auch harte Stösse, z.B. durch an Kranhaken hängende Armierungseisen oder Deckenrandabschalungsplatten, können schadlos aufgenommen werden. Dies ganz im Gegensatz zu den bekannten rechtwinklig auf der Deckenschalung befestigten Verankerungselemente, welche durch geringe Kräfte bereits aus der genagelten Verankerung gelöst werden.The procedural setting of the anchoring element Allows you to do this work comfortably already during the Formwork and before the creation of the wall reinforcement make. The attachment of the anchoring element The wall formwork can be very simple and without effort extremely precise, because inevitably accurate offset formwork panels for the wall serve as a base for the exact alignment. The once staggered Anchoring elements are immediately after stripping the created wall (first part) operational, namely both as a holder for the Deckenrandabschalungsplatten as also where desired or prescribed for the Fixing guardrails during concreting the ceiling (second part). The guardrail can even before concreting the first part of construction be mounted together with the anchoring element and his service already while cupping the ceiling fulfill. With the hardening of the concrete the ceiling bearing wall, the anchoring elements are unsolvable with the latter connected. Also, hard bumps, e.g. through Crane hooks hanging rebar or Deckenrandabschalungsplatten, can be added without damage become. This quite contrary to the known ones fixed at right angles to the slab formwork Anchoring elements, which by low forces already be solved from the nailed anchorage.
Anhand eines illustrierten Ausführungsbeispiels wird die Erfindung näher erläutert. Es zeigen
Figur 1- eine Aufsicht auf eine Wandschalung mit versetzten Verankerungselementen,
Figur 2- ein Vertikalschnitt längs Linie II-II durch die
Wandschalungsplatte in
Figur 1, Figur 3- ein Verankerungselement, dessen horizontaler Schenkel (Anker) auf der Deckenschalung gemäss Stand der Technik befestigt ist,
Figur 4- einen Querschnitt durch eine Wand mit einem erfindungsgemässen Verankerungselement, befestigt an der äusseren Wandschalungsplatte,
Figur 5- eine perspektivische Darstellung des Verankerungselements,
- Figur 6
- einen Querschnitt durch eine erstellte Wand mit einbetoniertem Verankerungselement und daran befestigter Deckenrandabschalung sowie einem Schutzgeländerträger mit Schutzgeländer vor dem Betonieren der Decke und
Figuren 7 a-d- verschiedene mögliche Querschnitte des Verankerungselements.
- FIG. 1
- a view of a wall formwork with staggered anchoring elements,
- FIG. 2
- a vertical section along line II-II through the wall formwork panel in Figure 1,
- FIG. 3
- An anchoring element, the horizontal leg (anchor) is mounted on the slab formwork according to the prior art,
- FIG. 4
- a cross section through a wall with an inventive anchoring element attached to the outer wall formwork panel,
- FIG. 5
- a perspective view of the anchoring element,
- FIG. 6
- a cross section through a created wall with a concrete anchoring element and attached Deckenrandabschalung and a guardrail carrier with guardrail before concreting the ceiling and
- Figures 7 ad
- various possible cross sections of the anchoring element.
Bei einem aus dem Stand der Technik bekannten
Verankerungselement 1 zum Setzen/Befestigen einer
Deckenrandabschalung 13 ist dessen horizontaler Schenkel 3
mit Nägeln 5 auf der Schalung 7 für die zu erstellende
Decke 26 befestigt. Am vertikalen Schenkel, dem Halterteil
4 des Verankerungselements 1 sind Distanzelemente 11
befestigt, welche die Lage der anzubringenden
Deckenrandabschalung 13 festlegen und Mittel zum
Befestigen der Deckenrandabschalung 13 aufweisen. Das
Ausrichten der Halterteile 4 auf die Ebene E, welche
später die Stirnfläche der Decke 26 bildet, ist sehr
aufwendig, weil einerseits oft Teile, Wandteile 17' oder
Armierungs-Anschlusseisen 33, die die Oberfläche 15 der
bereits erstellten Wand 17 überragen und im Wege stehen,
vorerst weggespitzt oder abgetrennt werden müssen (Figur
3) und andererseits die fiktive Ebene E (Stirnwand der
Decke) gesucht werden muss.In one known from the prior
Das erfindungsgemässe Verankerungselement 1, wie es in den
Figuren 1, 2 und 4 bis 7 dargestellt ist, umfasst in der
einfachsten Ausführung einen geraden Profilstab mit rundem
(Figur 7a), rechteckigem (Figur 7b), u-förmigem (Figur 7c)
oder T-förmigem (Figur 7d) Querschnitt. Vorteilhafterweise
ist der Profilstab zweischenklig abgewinkelt. Die beiden
Schenkel bilden unten den Ankerteil 2 und oben den
Halterteil 4. Am Halterteil 4 ist mindestens ein
Halteelement 23 befestigt. Vorzugsweise sind zwei
Halteelemente 23,25 in gegenseitigem Abstand mit dem
Halterteil 4 verbunden. Die beiden Halteelemente 23,25
haben zwei Funktionen: einerseits dienen sie als
Verbindungsmittel, um das Verankerungselement 1 mit der
Schalungsplatte 21 für die zu betonierende Wand 17 zu
verbinden, und andererseits bilden sie Distanzelemente, um
das meist aus Stahl hergestellte Verankerungselement 1 in
genügendem Abstand von der Wandoberfläche zu halten und
eine Rostbildung zu vermeiden (vgl. Figuren 1, 2 und 4).The
Anhand der Figuren 5 und 6 wird die Ausbildung des
Verankerungselements 1 näher beschrieben. Dieses umfasst
den vertikalen Halterteil 4 und den zum vertikalen
Halterteil 4 in spitzem Winkel oder parallel verlaufenden,
einzubetonierenden Ankerteil 2. Am Halterteil 4 sind,
vorzugsweise aus Kunststoff gefertigt, das untere
Halteelement 23 und das obere Halteelement 25 befestigt.
Die Halteelemente 23,25 können auch aus dem Halterteil 4
selbst herausgeformt sein (keine Abb.). Beide
Halteelemente 23,25 weisen Laschen 27 mit einer Bohrung 29
auf, durch welche Nägel 31 hindurchführbar sind.
Vorzugsweise besteht mindestens der Halterteil 4 aus einem
Rohr mit mehreckigem Querschnitt (Vergl. Fig. 7).
Alternativ zu den beschriebenen Halteelementen 23,25
können auch solche eingesetzt werden, die den Halterteil 4
nicht vollständig umfassen. Sie können z.B. mit Rast- oder
Schnappelementen am Halterteil 4 befestigt sein, um diesen
in einem Abstand zur Wandschalung 21 zu halten.With reference to Figures 5 and 6, the formation of the
Das Verankerungselement 1 gemäss Figur 5 wird mit den
Nägeln 31 vor dem Betonieren der Wand 17 an der Schalung
21 befestigt. Die Befestigung der leichten und gut zu
handhabenden Verankerungselemente 1 ist einfach, denn nach
dem Anbringen einer Höhenlinie für die Stirnfläche der zu
erstellenden Wand 17 auf der Höhe h oder auf dem Niveau
der Oberfläche der später zu giessenden Decke 26 können
die Verankerungselemente 1 nacheinander und in
vorgegebenem Abstand angenagelt werden. Das Befestigen an
der Schalung 21 erfolgt vorzugsweise vor dem Erstellen der
Armierung 33. Der nachfolgende Aufbau der Armierung 33
wird durch die Verankerungselemente 1 nicht behindert. The anchoring
Selbstverständlich können die Verankerungselemente 1 auch
nach dem Erstellen der Wandarmierung und sogar noch nach
dem Einbringen der Betonmasse vor dessen Aushärtung
befestigt werden.
Am Halterteil 4 kann zusätzlich noch in einer den
Halterteil 4 durchdingenden Bohrung 30 eine Gewindehülse
32 befestigt, ausgebildet oder angeformt sein. Das Ende
der Gewindehülse 32 liegt bündig in der Ebene der
Halteelemente 23,25 und dient nach dem Ausschalen der Wand
als Verankerung für einen Ankerstab (Ankerstab nicht
dargestellt in Fig. 5).Of course, the
On the
Nach der Erstellung (Betonieren) der Wand 17 bis zu Höhe h
sind die Verankerungselemente 1 in der erstarrten
Betonmasse unlösbar verbunden. Sie können sofort, d.h.
nach dem Entfernen der Schalung 21, zur Erstellung eines
Schutzgeländers 35 (vgl. Figur 6) eingesetzt und auch
belastet werden, falls das Geländer 35 nicht bereits beim
Befestigen der Verankerungselemente 1 an der Schalung 21
aufgesetzt worden ist. Die dazu verwendeten
Geländerpfosten 37 lassen sich von oben in den vertikalen
Halterteil 4 des Verankerungselements 1 einschieben. In
einer bevorzugten Ausführung der Erfindung werden die
Geländerpfosten 37 nicht direkt in die
Verankerungselemente 1 eingesteckt, sondern es wird
vorerst ein Befestigungselement 39 für die Befestigung
einer Deckenrand-Abschalplatte 41 auf dem vertikalen
Halterteil 4 befestigt. Ein solches Befestigungselement 39
ist aus dem Stand der Technik bekannt und umfasst einen
die Deckenrand-Abschalplatte 41 umgreifenden Arm 43,
welcher die Deckenrand-Abschalplatte 41 automatisch
festklemmt, so dass keine Nägel 31 eingeschlagen werden
müssen. Am Befestigungselement 39 ist ein vertikal
verlaufendes Aufnahmerohr 45 befestigt, in welches der
Geländerpfosten 37 temporär beim Giessen der Decke 26
einsteckbar ist.
Die geometrische Ausbildung des Halterteils 4,
insbesondere des oberen Endes, ist an die verschiedenen,
auf dem Markt erhältlichen Befestigungelemente 39
anpassbar, d.h. sie ist systemabhängig anpassbar.
Am Verankerungselement 1 bzw. an dessen Halterteil 4
können Markierungen zur Anzeige der Oberkante der zu
erstellenden Wand in Gestalt von Strichen oder
Vertiefungen angebracht sein. Es können weiter zusätzliche
Markierungen am Halterteil 4 bzw. am Ankerteil 2
angebracht sein, welche die Deckenstärke d anzeigen (keine
Abbildung).After the creation (concreting) of the
The geometric design of the
On the
Claims (9)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH21462003 | 2003-12-16 | ||
CH21462003 | 2003-12-16 |
Publications (2)
Publication Number | Publication Date |
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EP1544378A1 true EP1544378A1 (en) | 2005-06-22 |
EP1544378B1 EP1544378B1 (en) | 2015-11-04 |
Family
ID=34468816
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Application Number | Title | Priority Date | Filing Date |
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EP04405777.6A Active EP1544378B1 (en) | 2003-12-16 | 2004-12-16 | Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106836798A (en) * | 2017-01-23 | 2017-06-13 | 中建四局第三建筑工程有限公司 | A kind of Xin Jiamo construction methods and guard bar structure |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3008473A1 (en) | 1980-03-05 | 1981-09-17 | Jürgen 7955 Ochsenhausen Hauser | Concrete ceiling or floor formwork wall fixture anchor - has holder for member anchored by transverse pin through inbuilt sleeve |
DE8308442U1 (en) * | 1983-03-22 | 1985-09-12 | Maier, Josef, 7611 Steinach | Holding sleeve for slab edge formwork |
DE8614599U1 (en) | 1986-05-30 | 1986-07-31 | Huber, Franz, 7730 Villingen-Schwenningen | Shuttering device |
CH689945A5 (en) * | 1995-05-03 | 2000-02-15 | Carmelo Albanese | Method for fixing face shuttering for concrete ceiling to corresponding wall coping involves support and tension devices anchored by vertical holding parts |
EP1079037A2 (en) * | 1999-08-20 | 2001-02-28 | System Albanese | Method of making a slab's edge shuttering and shuttering therefor |
-
2004
- 2004-12-16 EP EP04405777.6A patent/EP1544378B1/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3008473A1 (en) | 1980-03-05 | 1981-09-17 | Jürgen 7955 Ochsenhausen Hauser | Concrete ceiling or floor formwork wall fixture anchor - has holder for member anchored by transverse pin through inbuilt sleeve |
DE8308442U1 (en) * | 1983-03-22 | 1985-09-12 | Maier, Josef, 7611 Steinach | Holding sleeve for slab edge formwork |
DE8614599U1 (en) | 1986-05-30 | 1986-07-31 | Huber, Franz, 7730 Villingen-Schwenningen | Shuttering device |
CH689945A5 (en) * | 1995-05-03 | 2000-02-15 | Carmelo Albanese | Method for fixing face shuttering for concrete ceiling to corresponding wall coping involves support and tension devices anchored by vertical holding parts |
EP1079037A2 (en) * | 1999-08-20 | 2001-02-28 | System Albanese | Method of making a slab's edge shuttering and shuttering therefor |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106836798A (en) * | 2017-01-23 | 2017-06-13 | 中建四局第三建筑工程有限公司 | A kind of Xin Jiamo construction methods and guard bar structure |
Also Published As
Publication number | Publication date |
---|---|
EP1544378B1 (en) | 2015-11-04 |
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