DE380394C - Formwork for the construction of concrete masonry using the casting process - Google Patents
Formwork for the construction of concrete masonry using the casting processInfo
- Publication number
- DE380394C DE380394C DEN17874D DEN0017874D DE380394C DE 380394 C DE380394 C DE 380394C DE N17874 D DEN17874 D DE N17874D DE N0017874 D DEN0017874 D DE N0017874D DE 380394 C DE380394 C DE 380394C
- Authority
- DE
- Germany
- Prior art keywords
- construction
- formwork
- casting process
- bolt
- plates
- 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.)
- Expired
Links
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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/07—Tying means, the tensional elements of which are fastened or tensioned by means of wedge-shaped members
- E04G17/0707—One-piece elements
- E04G17/0714—One-piece elements fully recoverable
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Verschalung zur Errichtung von Betonmauerwerk nach dem Gußverfahren. Die bekannten Verschalungen zur Errichtung von Betonmauerwerk, die aus mit Anschlagnasen versehenen Platten bestehen, die ihrerseits durch Ankerbolzen mit übergeschobenen Abstandsrohren zusammengehalten und durch Keile angezogen werden, haben den Nachteil, (laß sie keine genau lotrechte Stellung der Schalungsplatten ergeben.Formwork for the construction of concrete masonry using the casting process. The well-known formwork for the construction of concrete masonry, which is made with stop lugs provided plates exist, which in turn are pushed over by anchor bolts Spacer tubes are held together and tightened by wedges, have the disadvantage (Do not let them result in an exactly perpendicular position of the formwork panels.
Die Verschalung nach der Erfindung ist ntin so ausgeführt. claß die inneren und äußeren Schalplatten sowohl nebeneinander als auch übereinander in ihrer Lage unbedingt sicher und parallel gehalten «-erden.The shuttering according to the invention is ntin designed. class the inner and outer formwork panels both side by side and one above the other in their The position must be kept safe and parallel.
Zu diesem Zweck sind die Ankerbolzen, «-elche zum Anziehen der Schalplatten dienen; mit zur Bolzenachse weit ausladenden, sich über die Plattenbreite erstreckenden Klauenköpfen versehen, die finit den auf den Bolzen schließend aufgeschobenen, mit dein -Ankerkopf gleichgestalteten Druckstücken die lotrechte Stellung der Schalungsbretter sichern.For this purpose the anchor bolts are used to tighten the formwork panels to serve; with wide projecting to the bolt axis, extending over the width of the plate Provided claw heads, which are finite with the one pushed onto the bolt dein-anchor head similarly designed pressure pieces the vertical position of the shuttering boards to back up.
In der Zeichnung ist der Erfindungsgegenstand l:eispielsweise dargestellt.In the drawing, the subject of the invention is shown for example.
Die Verschalung besteht, wie aus Abb. i in Ansicht, Abb. 2 iin Schnitt und Abb. 3 in schaubildlicher Darstellung hervorgeht, aus einzelnen, etwa rechteckigen Platten aus Eisen von verschiedener Länge. Je zwei Plattenreihen werden in einem Abstande, der der Dicke des zu errichtenden Mauerwerkes entspricht, parallel zueinander zusammengefügt und untereinander verbunden. Das 7_usamnienfügen und Verbinden der Platten untereinander erfolgt in bekannter Weise mittels durch Löcher der Platten hindurchsteckbare Anker. Diese Anker bestehen nun aus einem Ankerkopf 6 mit daran sich anschließendem Bolzen;, einem auf das hervorragende Ende des Bolzens 7 aufziehbaren Gegenanker 8, der durch einen durch den Schlitz g des Bolzens 7 hindurchziehbaren Keil io (Abb. 2 und 3) gegen den Kopf 6 zu gepreßt werden kann, der also z. B. die beiden Platten i' und i (Abb. 2) aufeinander zu verschiebt, je nach dem Eintreil en des Keiles io. Um dann die Verschi-1 ung so zu l:egrenzen, daß der Abstand der Platten 1, i' stets der Mauerdicke entspricht und die Platten stets genau zueinander parallel l:cg;n. wird über den Bolzen 7, wie bekannt, ein Distanzrohr i i, dessen Länge der 1lauer-(licke entspricht, geschoben. Gegen die Stirnrän leg dieses Distanzrohres legen sich heim Eintreiben des Keiles die Platten i, i', die infoIgedessen im Abstand der Mauerdicke und parallel zueinander gehalten werden. Es empfiehlt sich, das Distanzrohr i i nicht zylindrisch. sondern konisch zu machen, um es beim Al rüsten der Verschalung aus dem lfaucrwcrlc wieder etwa .durch einen auf die kleinere Stiriiöffiiuiig aufsetzbaren Bolzen herausschlagen zu können. Um die Platten einer Verschalungsseite in einer Ebene zu hzlten, sind an den Rändern der Platten vors'elie:ide Anschlagnasen 12 befestigt, die über <1'c `-uge zweier übereinandergestellter Platten hinweggreifen. Hierdurch wird eine ebene Plattenwand gebildet, ohne daß die Platten auch 1 ei größerem Druck der Anker infolge des I,--intreibens der heile sich an den Stoßfugen ausbiegen können.As can be seen from Fig. I in a view, Fig. 2 i in section and Fig. 3 in a diagrammatic representation, the cladding consists of individual, roughly rectangular plates of iron of various lengths. Two rows of panels are put together parallel to each other and connected to each other at a distance corresponding to the thickness of the masonry to be built. The joining and connecting of the plates to one another is carried out in a known manner by means of anchors that can be pushed through holes in the plates. These anchors now consist of an anchor head 6 with an adjoining bolt; a counter-anchor 8 that can be pulled onto the protruding end of the bolt 7 and that pushes against the head through a wedge io (Figs. 2 and 3) that can be pulled through the slot g of the bolt 7 6 can be pressed, so the z. B. the two plates i 'and i (Fig. 2) moves towards each other, depending on the arrival of the wedge io. In order to then limit the displacement in such a way that the distance between the panels 1, i 'always corresponds to the wall thickness and the panels are always exactly parallel to one another l: cg; n. a spacer tube ii, the length of which corresponds to the 1lauer (gap), is pushed over the bolt 7 It is advisable to make the spacer tube ii not cylindrical but conical so that it can be knocked out of the liner when the casing is set up, for example by means of a bolt that can be placed on the smaller face To be heated in one plane, at the edges of the plates: ide stop lugs 12 are attached, which extend over the <1'c '' eye of two stacked plates. This creates a flat plate wall without the plates being any larger Pressure of the anchors as a result of the driving force which can bend at the butt joints.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEN17874D DE380394C (en) | Formwork for the construction of concrete masonry using the casting process |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEN17874D DE380394C (en) | Formwork for the construction of concrete masonry using the casting process |
Publications (1)
Publication Number | Publication Date |
---|---|
DE380394C true DE380394C (en) | 1923-09-07 |
Family
ID=7340485
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEN17874D Expired DE380394C (en) | Formwork for the construction of concrete masonry using the casting process |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE380394C (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE872112C (en) * | 1951-03-13 | 1953-03-30 | Aloys Holtkoetter | Formwork for building walls in loose or cast concrete |
DE1224820B (en) * | 1957-02-28 | 1966-09-15 | Siemens Ag | Arrangement for speed and torque control for DC machines in Leonard circuit |
DE1243368B (en) * | 1963-12-02 | 1967-06-29 | Gert Gandert Dipl Ing | Two-part formwork element for shell concrete construction |
FR2544356A1 (en) * | 1983-04-18 | 1984-10-19 | Pujol Barcons Salvador | CONSTRUCTION ASSEMBLY FOR THE CASTING OF MONOLITHIC RIGID STRUCTURES AND METHOD FOR CONSTRUCTING SUCH STRUCTURES |
-
0
- DE DEN17874D patent/DE380394C/en not_active Expired
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE872112C (en) * | 1951-03-13 | 1953-03-30 | Aloys Holtkoetter | Formwork for building walls in loose or cast concrete |
DE1224820B (en) * | 1957-02-28 | 1966-09-15 | Siemens Ag | Arrangement for speed and torque control for DC machines in Leonard circuit |
DE1243368B (en) * | 1963-12-02 | 1967-06-29 | Gert Gandert Dipl Ing | Two-part formwork element for shell concrete construction |
FR2544356A1 (en) * | 1983-04-18 | 1984-10-19 | Pujol Barcons Salvador | CONSTRUCTION ASSEMBLY FOR THE CASTING OF MONOLITHIC RIGID STRUCTURES AND METHOD FOR CONSTRUCTING SUCH STRUCTURES |
EP0123264A2 (en) * | 1983-04-18 | 1984-10-31 | Salvador Pujol Barcons | Building system and components thereof |
EP0123264A3 (en) * | 1983-04-18 | 1986-10-22 | Salvador Pujol Barcons | Building system and components thereof |
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