DE2553220A1 - Universal column or beam concreting formwork - comprising standard form elements regardless of width, varied by clamps and fixtures - Google Patents

Universal column or beam concreting formwork - comprising standard form elements regardless of width, varied by clamps and fixtures

Info

Publication number
DE2553220A1
DE2553220A1 DE19752553220 DE2553220A DE2553220A1 DE 2553220 A1 DE2553220 A1 DE 2553220A1 DE 19752553220 DE19752553220 DE 19752553220 DE 2553220 A DE2553220 A DE 2553220A DE 2553220 A1 DE2553220 A1 DE 2553220A1
Authority
DE
Germany
Prior art keywords
elements
clamping
formwork
fixing elements
column
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
DE19752553220
Other languages
German (de)
Inventor
Walter Huebner
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.)
HUEBNER HANDEL HUEWA
Original Assignee
HUEBNER HANDEL HUEWA
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 HUEBNER HANDEL HUEWA filed Critical HUEBNER HANDEL HUEWA
Priority to DE19752553220 priority Critical patent/DE2553220A1/en
Publication of DE2553220A1 publication Critical patent/DE2553220A1/en
Pending legal-status Critical Current

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
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E04G13/023—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions
    • E04G13/025—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface
    • E04G13/026—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface the forming surface-element being the same for different sections of the column

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)

Abstract

The formwork, for concreting columns, posts, beams or girders, is designed to be flexible and variable, so that it can be quickly used for production of such units regardless of dimensions, without special planning or cutting to size. Standard trade form elements are used, with widths independent of the required reference basis, with clamping and fixing elements as necessary for variable sheathing, without changing the elements themselves. The clamping and fixing elements may incorporate hinges, permitting the construction of basic forms at more than 90 deg. angles. They may be U-sectioned, and extensible in length. The principle is also applicable to round forms. Strutting units may be incorporated, for increased stability, these too being variable by means of rows of holes and bolts.

Description

" Säulenschalung"Column formwork

Die Erfindung betrifft eine Säulen-, Stützen-, Binder- und Trägerschalung.The invention relates to column, column, truss and girder formwork.

Im Besonderen im Bereich des Betonbaues sind zum Einschalen zu fertigender Körper, unterschiedliche Schalelemente - Systeme, bekannt. Vorwiegend lösen diese jedoch das Flächenschalen und gehen davon aus, daß auf Säulen- oder ähnliche Körper bezogen, entsprechende Elemente auf die zu schalenden Abmessungen zugerichtet werden müssen. Abgesehen von welchem System diese Vorbereitungen auszugehen haben bedeutet dies, daß auf die vorgegebenen Fakten, mit Vorhandenem, durch Zurichten, Schneiden, Sägen, Ausflicken, oder mit vorgeplanten entsprechend Bemaßten Neuinvestitionen, erheblicher Aufwand zu treffen ist.In particular in the area of concrete construction, more are to be manufactured for shuttering Body, different formwork elements - systems, known. Predominantly solve this However, the surface shells and assume that on pillars or similar bodies related elements are adjusted to the dimensions to be shuttered have to. Regardless of what system these preparations have to be based on this, that on the given facts, with what is available, by trimming, cutting, Sawing, patching, or with pre-planned, appropriately dimensioned new investments, considerable effort has to be met.

Der Erfindung liegt die Aufgabe zugrunde vorhandene, handelsübliche Schalelemente, -Systeme, in ein flexibles, variables Schalsystem fUr Säulen und ähnliche Körper, zu integrieren.The invention is based on the object of existing, commercially available ones Formwork elements, systems, in a flexible, variable formwork system for columns and similar bodies to integrate.

Diese Aufgabe wird erfindungsgemäß mit Spann- und Fixierelementen gelöst, welche.This object is achieved according to the invention with tensioning and fixing elements solved which.

über Langlochschlitze stufenlos verstellbar, Schalelemente üblicher und auch unterschiedlicher Abmessungen in der Weise verspannen. daß der gewünschte Körper eingeschalt und die überstehenden Enden, jeweils über den Anschlußbereich der dagegengestellten Elemente hinausreichend, so verspannt werden können, daß zum einen das Zurichten entfällt, das geforderte Schalmaß des Körpers eingehalten und zum anderen, die den Kräften des Betonierens, Verdichtens. erforderliche Stabilität, gewährleistet ist.Infinitely adjustable via elongated slots, formwork elements more common and also clamp different dimensions in this way. that the desired Shaped body and the protruding ends, each over the connection area the opposing elements reaching out, can be braced so that for There is no need for dressing up, the required size of the body is maintained and on the other hand, the forces of concreting and compacting. required stability, is guaranteed.

Die solcher Art erzielten Vorteile bestehen aus einer Vielzahl von Effekten: Materialersparnisse beim Schal gut; Rationalisierung bei Materialaufwand und Zeit, indem jede übliche Grundform, ohne besondere Schwierigkeit, erstellbar, variierbar ist; Risikominderung bei Investition, indem der spezielle Verwendungszweck von angefertigtem Schal gut, welches unter Umständen nur für einen Einsatz angeschfft werden mußte, entfällt; Kapazitätsverringerung, oder -Erweiterung, je nachdem von welcher Betrachtung geurteilt, indem die Flächenschalung gleichzeitig als Säulenschalung und umgekehrt, eingesetzt werden kann.The advantages achieved in this way consist of a multitude of Effects: good savings in material for the scarf; Rationalization of material costs and time, in which every common basic form can be created without any particular difficulty, is variable; Mitigation of investment risk by using the specific purpose from a made scarf, which may only be purchased for one use had to be omitted; Capacity reduction or expansion, depending on which consideration judged by the surface formwork at the same time as column formwork and vice versa, can be used.

Ausführungsbeispiele der erfindungsgemäßen Säulenschaung sind im Anschluß beschrieben und in Zeichnung dargestellt. Die Erfindung ist nicht auf die gezeigten und beschriebenen Ausführungen beschränkt.Embodiments of the column shuttering according to the invention are given below described and shown in the drawing. The invention is not limited to that shown and described versions are limited.

Beschreibung; Fig. 1 - zeigt ein Anwendungsbeispiel der erfindungsgemäßen Säulenschalung in der Draufsicht. Der quadratische Säulenkörper - 13 - ist mit handelsüblichen Rahmenschalelementen - 12 -, in gebräuchlichen Größen - die auch beim Flächenschalen eingesetzt werden, aufgestellt und mit winkligen, u-förmigen Spann- und Fixierelementen - 11 -, durch in die Langlochschlitze - 22 -, sowie die Spannlöcher der vertikalen Rahmen - 10 - der Rahmenschalelemente - 12 - geführte Gewindestäbe - 15 -, mit Gewindemuttern - 14 - verspannt.Description; Fig. 1 - shows an application example of the invention Column formwork in plan view. The square column body - 13 - is with commercially available Frame formwork elements - 12 -, in common sizes - also used for surface formwork are used, set up and with angled, U-shaped clamping and fixing elements - 11 -, through into the slots - 22 -, as well as the clamping holes of the vertical Frame - 10 - of the frame formwork elements - 12 - guided threaded rods - 15 -, with threaded nuts - 14 - tense.

Oberdimensionierte Breiten der Rahmenschalelemente - 12 - stören nicht; sind durch stufenlose Verstellbarkeit der Verspannung genau an die Gelegenheiten vorhandener, selbst unterschiedlicher Rahmenschalelementbreiten - siehe auch Fig. 6, bei welcher unterschiedliche Breiten der Rahmenschalelemente - 12 - dargestellt sind - anzupassen.Oversized widths of the framed formwork elements - 12 - do not interfere; are precisely to the occasion due to the infinitely variable adjustability of the bracing existing, even different panel formwork element widths - see also Fig. 6, in which different widths of the frame formwork elements - 12 - are shown are - to be adjusted.

Verstrebungen - 16 - sind unter Zuhilfenahme der Winkelbolzen - 17 - welche in die Bolzenlöcher - 20 - nur eingesteckt zu werden brauchen, möglich.Struts - 16 - are made with the help of the angle bolts - 17 - which only need to be inserted into the bolt holes - 20 - is possible.

Fig. 2 - zeigt die erweiterte Ausgestaltungsmöglichkeit der Spann- und Fixierelemente - 11 -, die in der gezeigten Form mit einem Gelenk - 21 - ausgestattet, die Säulenschalung auch für aus dem Winkel zu erstellende Grundformen, geeignet ausweist - siehe auch Fig. 6.Fig. 2 - shows the expanded design option of the clamping and fixing elements - 11 - which, in the form shown, are equipped with a hinge - 21 - The column formwork is also suitable for basic shapes to be created from the angle identifies - see also Fig. 6.

Fig. 3 - zeigt im Detail Spannmöglichkeiten die zusätzlich, oder als solche selbst. nutzbar sind.Fig. 3 - shows in detail the clamping options in addition, or as such themselves. are usable.

Mit dem Gewindestab - 15 -, sowie den Gewindemuttern - 14 -, sind die Spann-und Fixierelemente - 11 -, auf das Rahmenschalelement - 12 -, in Normal-Verspannung, verbunden.With the threaded rod - 15 - and the threaded nuts - 14 - are the tensioning and fixing elements - 11 -, on the frame formwork element - 12 -, in normal bracing, tied together.

Ein weiterer Gewindestab - 19 - ist gesichert durch die in den Bolzenlöchern - 20 - steckenden Winkelbolzen - 17 -, im Langlochschlitz - 22 - quer liegend, mit dem Spannkeil - 18 - gegen das Rahmenschalelement - 12 -, bzw. den vertikalen Rahmen - 10 - gekeilt.Another threaded rod - 19 - is secured by the one in the bolt holes - 20 - angled bolts - 17 -, in the slot - 22 - lying transversely, with the clamping wedge - 18 - against the frame formwork element - 12 - or the vertical frame - 10 - wedged.

Fig. 4 - zeigt ein Spann- und Fixierelement - 11 - im Detail; mit den Langlochschlitzen - 22 - in beiden Schenkeln, den Bolzenicchern - 20 -, sowie einem Stabilisierunosblock - 26 -, welcher als Spannhilfe dient, jedoch auch erforderlich wird wenn die Spann- und Fixierelemente - 11 - aus bestimmtem Grund umgekehrt, nicht mit der Basisplatte des U-Profils, sondern mit den U-Schenkeln gegen die Bezugsfläche gespannt werden.Fig. 4 - shows a tensioning and fixing element - 11 - in detail; with the slots - 22 - in both legs, the bolt holes - 20 -, and a stabilizing block - 26 -, which serves as a tensioning aid, but is also required if the tensioning and fixing elements - 11 - are reversed for some reason, not with the base plate of the U-profile, but with the U-legs against the reference surface be excited.

Bei besonders groß zu schalenden Säulenkörpern kann erforderlich sein die Spann-und Fixierelemente - 11 - an einer, oder beiden Seiten zu verlängern, was mit dem Verlängerungsteil - 27 -, mittels einer Schraubverbindung - 28 - erfolgen kann.In the case of particularly large pillars that are to be shuttered, it may be necessary to extend the tensioning and fixing elements - 11 - on one or both sides, what is done with the extension part - 27 -, by means of a screw connection - 28 - can.

Das Spannloch - 23 - hat Bedeutung im Zusammenhang mit Fig. 5 Fig. 5 - zeigt ein U-förmiges Hilfsteil mit Haken - 24 -, mit welchem die Spann-und Fixierelemente - 11 - an der Innenecke, durch das Spannloch - 23 -, in Spannlöcher vertikaler Rahmen - 10 -, mit dem Haken - 24 - eingehängt werden können.The clamping hole - 23 - has meaning in connection with Fig. 5, Fig. 5 - shows a U-shaped auxiliary part with hooks - 24 - with which the tensioning and fixing elements - 11 - on the inside corner, through the clamping hole - 23 -, in the clamping holes vertical frame - 10 -, with the hook - 24 - can be attached.

Fig. 6 - zeigt ein Weiteres Anwendungsbeispiel der erfindungsgemäßen Säulenschalung in der Draufsicht. Der dreieckige Säulenkörper - 13 - wird mit handelsüblichen Rahmenschalelementen - 12 - in unterschiedlichen Breiten aufgestellt und mit den in Fig. 2 beschriebenen Spann- und Fixierelementen - 11 verspannt.Fig. 6 - shows a further application example of the invention Column formwork in plan view. The triangular column body - 13 - is made with commercially available Frame formwork elements - 12 - set up in different widths and braced with the tensioning and fixing elements 11 described in FIG.

Wahlweise sind Verstrebungen - 16 - anzubringen.Optional struts - 16 - can be attached.

L e e r s e i t eL e r s e i t e

Claims (11)

Patentansprüche: aulen-, Stützen-, Binder- und Trägerschalung, dadurch gekennzeichnet, daß handelsübliche Schalelemente. deren Breiten unabhängig über dem geforderten Bezugsmaß - in gängiger Abmessung sein können, mit Spann- und Fixierelementen zur variablen Säulenschalung, in Abmessung und Grundform. ohne Veränderung der benutzten Schalelemente, verwendet werden können.Claims: column, column, truss and girder formwork, thereby characterized that commercially available formwork elements. their widths independently over the required reference dimension - can be in common dimensions, with clamping and fixing elements for variable column formwork, in dimensions and basic shape. without changing the used Formwork elements can be used. 2. Nacn Anspruch 1. - dadurch gekennzeichnet, dal3 das Prinzip der Spann- und Fixierelemente auch auf runde Grundformen übertragbar ist.2. According to claim 1. - characterized in that the principle of Clamping and fixing elements can also be transferred to round basic shapes. 3. Nach Anspruch 1. und anderen. dadurch gekennzeichnet, daß in den Spann- und Fixierelementen, über LanoSochscnlitze, stufenlos verschieb- und spannbar ist.3. According to claim 1. and others. characterized in that in the Clamping and fixing elements, infinitely adjustable and tensionable via LanoSochscnlitze is. 4. Nach Anspruch 1. und anderen, dadurch gekennzeichnet daß die Spann- und Fixierelemente Gelenke aufweisen und somit Grundformen außerhalb 900 erstellbar sind.4. According to claim 1 and others, characterized in that the clamping and fixing elements have joints and thus basic shapes outside 900 can be created are. 5. Nach Anspruch 1. und anderen, dadurch gekennzeichnet, daß die Spann- und Fixierelemente verlängerbar sind.5. According to claim 1 and others, characterized in that the clamping and fixing elements are extendable. 6. Nach Anspruch 1. und anderen, dadurch gekennzeichnet, daß die Spann- und Fixierelemente aus einem U-Profil bestehen.6. According to claim 1 and others, characterized in that the clamping and fixing elements consist of a U-profile. 7. Nach Anspruch 1. und anderen, dadurch gekennzeichnet, daß an einem zu schalenden Körper mindest eine Schal seite, ohne Schalelemente, frei gelassen bleiben kann, wobei das Spannen mit den Spann- und Fixierelementen an dieser Seite trotzdem erfolcen, aber auch unterlassen werden kann und auf diese Weise möglich ist, z. B. waagrecht liegend, zu betonierende Körper, zu fertigen.7. According to claim 1 and others, characterized in that on one At least one side of the shell to be shuttered, without shuttering elements, is left free can remain, whereby the tensioning with the tensioning and fixing elements on this side still take place, but can also be omitted and in this way possible is e.g. B. lying horizontally, body to be concreted to manufacture. 8. Nach Anspruch 1. und anderen, dadurch gekennzeichnet. daß Verstrebungen, zur Versteifung der Säulenschalung, vorgesehen sind.8. According to claim 1 and others, characterized. that struts, to the Stiffening of the column formwork, are provided. 9. Nach Anspruch 1. und anderen, dadurch gekennzeichnet, daß die Verstrebungen mittels eines Lochrastersystems - Bolzenlöcher sowie Winkelbolzen beliebig variiert werden können.9. According to claim 1 and others, characterized in that the struts by means of a hole grid system - bolt holes and angle bolts can be varied as required can be. 10. Nach Anspruch 1. und anderen, dadurch gekennzeichnet, daß die Verstrebungen durch Winkeländerung zu den Bolzenloch-Reihen, sowie durch ein Mehrlochsystem in den Verstrebungen, stufenlos verstellbar sind.10. According to claim 1 and others, characterized in that the Struts by changing the angle to the bolt hole rows, as well as by a multi-hole system in the struts, are continuously adjustable. 11. Nach Anspruch 1. und anderen dadurch gekennzeichnet, daß unter Nutzung der Bolzenlöcher, Winkelbolzen, Gewindestäbe - Querstäbe durch die Langlochschlitze geführt, die Elemente abgekeilt werden können.11. According to claim 1 and others characterized in that below Use of the bolt holes, angle bolts, threaded rods - cross rods through the elongated hole slots guided, the elements can be wedged off.
DE19752553220 1975-11-27 1975-11-27 Universal column or beam concreting formwork - comprising standard form elements regardless of width, varied by clamps and fixtures Pending DE2553220A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19752553220 DE2553220A1 (en) 1975-11-27 1975-11-27 Universal column or beam concreting formwork - comprising standard form elements regardless of width, varied by clamps and fixtures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19752553220 DE2553220A1 (en) 1975-11-27 1975-11-27 Universal column or beam concreting formwork - comprising standard form elements regardless of width, varied by clamps and fixtures

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DE2553220A1 true DE2553220A1 (en) 1977-06-02

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2249970A1 (en) * 2004-02-02 2006-04-01 Eugenio Del Castillo Cabello Wood panel for walls and pillars is comprised of timber having square cross-section, with each side of square having length corresponding to width of panel
DE102007038305A1 (en) * 2007-08-14 2009-03-26 SÜD-HANSA GmbH & Co. KG Stepless, adjustable, orientable concrete column base formwork, has two pieces of metal plates fastened with welded threaded bars on one side of each formwork plates, where threaded bars are guided into grooves of square-type tubes
CN106863554A (en) * 2017-01-24 2017-06-20 北京交通大学 Monorail transit concrete track beam forms based on assembled technology

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2249970A1 (en) * 2004-02-02 2006-04-01 Eugenio Del Castillo Cabello Wood panel for walls and pillars is comprised of timber having square cross-section, with each side of square having length corresponding to width of panel
DE102007038305A1 (en) * 2007-08-14 2009-03-26 SÜD-HANSA GmbH & Co. KG Stepless, adjustable, orientable concrete column base formwork, has two pieces of metal plates fastened with welded threaded bars on one side of each formwork plates, where threaded bars are guided into grooves of square-type tubes
DE102007038305B4 (en) * 2007-08-14 2011-06-30 SÜD-HANSA GmbH & Co. KG, 80993 Infinitely adjustable, adjustable column base formwork for concrete columns
CN106863554A (en) * 2017-01-24 2017-06-20 北京交通大学 Monorail transit concrete track beam forms based on assembled technology

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