DE2418794A1 - Ribbed prestressed reinforced concrete slab building element - with one or more surface ribs higher than others - Google Patents

Ribbed prestressed reinforced concrete slab building element - with one or more surface ribs higher than others

Info

Publication number
DE2418794A1
DE2418794A1 DE2418794A DE2418794A DE2418794A1 DE 2418794 A1 DE2418794 A1 DE 2418794A1 DE 2418794 A DE2418794 A DE 2418794A DE 2418794 A DE2418794 A DE 2418794A DE 2418794 A1 DE2418794 A1 DE 2418794A1
Authority
DE
Germany
Prior art keywords
ribs
rib
reinforced concrete
prestressed reinforced
concrete slab
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.)
Withdrawn
Application number
DE2418794A
Other languages
German (de)
Inventor
Rag Domenico Tinaro
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.)
Tinaro Rag Domenico-Industria Laterizi Sas Pescara (italien)
Original Assignee
Tinaro Rag Domenico-Industria Laterizi Sas Pescara (italien)
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 Tinaro Rag Domenico-Industria Laterizi Sas Pescara (italien) filed Critical Tinaro Rag Domenico-Industria Laterizi Sas Pescara (italien)
Priority to DE2418794A priority Critical patent/DE2418794A1/en
Publication of DE2418794A1 publication Critical patent/DE2418794A1/en
Withdrawn legal-status Critical Current

Links

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
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261—Monolithic filling members
    • E04B5/263—Monolithic filling members with a flat lower surface
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
    • 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
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels

Abstract

The element, designed for incorporation in load bearing structures, floors masonry and elsewhere, is in the form of a rectangular slab of prestressed reinforced concrete, with evenly spaced and parallel ribs on one surface, running lengthways, as in 2312290, and it is versatile, rigid and easily assembled. The range of possible applications is increased by giving it one or more ribs which are of a greater height than the rest. One rub may be flush with one of the longitudinal edges of the slab, and be of greater height, or this may be done at both longitudinal edges. The rib at the edge may also be one of those with the least height.

Description

"Bauelement in Form einer Stahlbetonpiatte" Die Erfindung betrifft ein Bauelement in Form einer rechteckigen, vorgespannten Stahlbetonplatte mit auf nur einer Oberflächenseite in Längsrichtung verlaufenden, in gleichem Abstand voneinander und parallel zueinander angeordneten Rippen gemäß Patent Nr. ......"Structural element in the form of a reinforced concrete slab" The invention relates to a structural element in the form of a rectangular, prestressed reinforced concrete slab only one surface side running in the longitudinal direction, equidistant from one another and ribs arranged parallel to one another according to patent no. ......

(Aktenzeichen P 23 12 290.9-25).(File number P 23 12 290.9-25).

Das in dem nicht neuheitsschädlich vorveröffentlichten Hauptpatent offenbarte Bauelement findet Verwendung in tragenden Konstruktionen, zur Herstellung von Böden, bei Maurerarbeiten und dergleichen. Die Höhe der Plattenrippen ist so ausgebildet, daß sie der Platte eine hohe Steifigkeit und Festigkeit gegen die aufzunehmende Belastung verleiht. Das neue Bauelement läßt bei schnellem und wirtschaftlichem Einsatz zahlreiche Verwendungsmöglichkeiten im Haus-, Industrie- und Straßenbau zu.That in the main patent, which was not pre-published in a novelty-damaging manner disclosed component is used in load-bearing structures, for manufacture of floors, masonry work and the like. The height of the plate ribs is like this designed that they give the plate a high rigidity and strength against the to be recorded Imparts load. The new component leaves at quick and economical Uses numerous uses in house, industrial and road construction to.

Der Erfindung liegt die Aufgabe zugrunde, den Einsatzbereich des neuen Bauelementes noch zu vergrößern.The invention is based on the object of the new Component to be enlarged.

Diese Aufgabe wird gemäß der Erfindung dadurch gelöst, daß zumindest eine der Rippen eine größere Höhe aufweist als die übrigen Rippen.This object is achieved according to the invention in that at least one of the ribs has a greater height than the other ribs.

Dabei ist es zweckmäßig, wenn eine Rippe bündig mit der einen Längskante der Platte liegt und höher ausgebildet ist als die übrigen Rippen. Es kann auch mit beiden Plattenlängskanten je eine Rippe bündig liegen, wobei dann die mit der einen Plattenlängskante bündig liegende Rippe vorzugsweise die kleinste Rippenhöhe aufweist.It is useful if a rib is flush with one of the longitudinal edges the plate is and is formed higher than the other ribs. It can also one rib each is flush with the two longitudinal edges of the panels, with the ribs with the A rib lying flush with a longitudinal edge of the plate is preferably the smallest rib height having.

In der Zeichnung sind einige als Beispiele dienende Ausführungsformen der Erfindung dargestellt. Es zeigen: Fig. 1 im Querschnitt ein Bauelement; Fig. 2 im Querschnitt eine abgewandelte Ausführungsform eines Bauelementes; Fig. 3 in perspektivischer Darstellung die Anwendung eines Bauelementes gemäß Fig. 2 zur Herstellung eines Pfeilers; Fig. 4 in perspektivischer Darstellung die Anwendung eines Elementes gemäß Fig. 1 zur Herstellung einer tragenden Ronstruktion mit horizontaler Evolution; Fig. 5 in perspektivischer Darstellung einen Träger unter Verwendung von Bauelementen gemäß Fig. 2; Fig. 6 in perspektivischer Darstellung ein Mauerwerk unter Verwendung von Bauelementen gemäß den Fig. 1 und 2; Fig. 7 in perspektivischer Darstellung eine Trennwand unter Verwendung von Bauelementen gemäß den Fig. 1 und 2; Fig. 8 in schematischer Darstellung im Querschnitt einen Decken aufbau; Fig. 9 ein Detail der-Fig. 8 in vergrößertem Maßstab in perspektivischer Darstellung und zum Teil im Quers-chnitt; Fig. 10 in Draufsicht eine aus Bauelementen gemäß Fig. 2 hergestellte Spundwand und Fig.11 eine abgewandelte Ausführungsform der Darstellung gemäß Fig. 10.In the drawing are some exemplary embodiments of the invention shown. 1 shows a component in cross section; Fig. 2 shows a modified embodiment of a component in cross section; Fig. 3 in perspective illustration of the use of a component according to FIG. 2 for production a pillar; 4 shows the application of an element in perspective according to FIG. 1 for the production of a load-bearing structure with horizontal evolution; 5 shows a perspective illustration of a carrier using components according to FIG. 2; Fig. 6 is a perspective view of a masonry using of components according to FIGS. 1 and 2; 7 in perspective Representation of a partition using components according to FIGS. 1 and 2; Fig. 8 is a schematic representation in cross section of a ceiling structure; Fig. 9 shows a detail of FIG. 8 on an enlarged scale in a perspective illustration and partly in cross-section; FIG. 10 shows a plan view of components according to FIG Fig. 2 produced sheet pile wall and Fig. 11 a modified embodiment of the representation according to FIG. 10.

Figur 1 zeigt ein Bauelement 1 in Form einer rechteckigen, vorgespannten Stahlbetonplatte, die auf ihrer einen Oberflächenseite glatt ausgebildet ist und auf ihrer anderen Oberflächenseite in Längsrichtung verlaufende, in gleichem Abstand voneinander und parallel zueinander angeordnete Rippen 2,3 aufweist. Die Rippen 2 liegen bündig mit den beiden Längskanten der Platte und haben eine geringere Höhe als die mittlere Rippe 3.Figure 1 shows a component 1 in the form of a rectangular, prestressed Reinforced concrete slab, which is smooth on its one surface side and on their other surface side running in the longitudinal direction, at the same distance having ribs 2, 3 arranged parallel to each other and parallel to each other. Ribs 2 are flush with the two long edges of the plate and have a lower height than the middle rib 3.

Figur 2 zeigt ein Bauelement 4, mit dessen einer Längskante eine Rippe 2 bündig liegt, die die geringste Höhe aller Rippen aufweist, während die mit der anderen Längsseite bündig liegende Rippe 5 die größte Höhe aufweist. Diese Rippe bildet einen senkrecht auf dem Bauelement 4 stehenden Schenkel und kann in ihrer Höhe gemäß den gestrichelt eingezeichneten Linien 6 variieren.Figure 2 shows a component 4, with one longitudinal edge of which a rib 2, which has the lowest height of all ribs, while the one with the other long side flush rib 5 has the greatest height. That rib forms a leg perpendicular to the component 4 and can in its Vary the height according to the dashed lines 6.

Für die Herstellung eines Pfeilers gemäß Fig. 3 werden zwei Bauelemente 4 gemäß Fig. 2 verwendet, die über einstellbare Klammern zusammengehalten werden. Der dadurch gebildete Hohlraum wird nach vorheriger Einbringung einer nicht dargestellten Armierung mit Beton 8 ausgegossen. Schalungen, Formkästen oder dergleichen werden bei dieser Ausführungsform überflüssig. Dieses System kann auch für den Bau horizontaler tragender Elemente, wie Bordsteine, Balken, Träger oder dergleichen Verwendung finden. Das Ausgießen mit Beton 8 erfolgt in vertikaler Lage. Nach dem Abbinden wird dann das Werkstück mit einem Kran angehoben und in das Bauwerk eingebracht.For the production of a pillar according to FIG. 3, two components 4 according to FIG. 2, which are held together by adjustable brackets. The cavity thus formed is, after prior introduction of a not shown Reinforcement with concrete 8 poured. Formwork, molding boxes or the like are superfluous in this embodiment. This system can also be used for building horizontal Load-bearing elements such as curbs, beams, girders or the like are used. The pouring with concrete 8 takes place in a vertical position. After setting, then the workpiece is lifted with a crane and brought into the structure.

Figur 4 zeigt die Ausbildung einer Tragkonstruktion, die aus einem Bauelement 1 und einem Verbindungsguß 9 besteht, der mit dem Bauelement einen einstückigen Körper bildet. Zur Herstellung eines Balken gemäß Fig. 5 wird ein Formkasten in U-form aus zwei Bauelementen 4 gebildet, der dann mit Beton 8 ausgegossen wird.Figure 4 shows the formation of a support structure, which consists of a Component 1 and a connection molding 9, which is integral with the component Body forms. To produce a beam according to FIG. 5, a molding box is shown in U-shape formed from two components 4, which is then poured with concrete 8.

Figur 6 zeigt an einem Beispiel die Herstellung einer Mauerkonstruktion, die aus in den Ecken angeordneten Elementen 4 und Zwischenelementen 10 besteht. Die Rippen 5 der Bauelemente 4 können gleiche oder unterschiedliche Höhe aufweisen. Figur 7 zeigt die Herstellung einer Trenn- oder Futtermauer, die analog zu der Herstellung gemäß Fig. 6 angefertigt wird.Figure 6 shows an example of the production of a wall construction, which consists of elements 4 and intermediate elements 10 arranged in the corners. The ribs 5 of the components 4 can have the same or different heights. FIG. 7 shows the production of a partition or lining wall, which is analogous to the production according to FIG. 6 is made.

Die Figuren 8 und 9 stellen die Herstellung eines Deckenaufbaues dar, der mit seiner Tragkonstruktion einen einstückigen Körper bildet. Schließlich zeigen die Figuren 10 und 11 die Anwendung der Bauelemente 4 zur Herstellung zweier verschiedener Spundwände.Figures 8 and 9 show the production of a ceiling structure, which forms a one-piece body with its supporting structure. Finally show FIGS. 10 and 11 show the application of the components 4 for the production of two different ones Sheet piling.

Claims (4)

Patentansprüche:Patent claims: 1. Bauelement in Form einer rechteckigen, vorgespannten Stahlbetonplatte mit auf nur einer Oberflächenseite in Längsrichtung verlaufenden, in gleichem Abstand voneinander und parallel zueinander angeordneten Rippen gemäß Patent Nr. .... ...1. Construction element in the form of a rectangular, prestressed reinforced concrete slab with the same distance running on only one surface side in the longitudinal direction ribs arranged parallel to each other and in accordance with patent no. .... ... (Aktenzeichen P 23 12 290.9-25), d a d u r c h g e k e n n -z e i c h n e t, daß zumindest eine der Rippen (3,5) eine größere Höhe aufweist als die übrigen Rippen (2). (File number P 23 12 290.9-25), d a d u r c h g e k e n n -z e i c h n e t that at least one of the ribs (3, 5) has a greater height than that remaining ribs (2). 2. Bauelement nach Anspruch 1, dadurch gekennzeichnet, daß eine Rippe (5) bündig mit der einen Längskante der Platte (4) liegt und höher ausgebildet ist als die übrigen Rippen (2,3).2. Component according to claim 1, characterized in that a rib (5) is flush with one longitudinal edge of the plate (4) and is designed higher than the remaining ribs (2,3). 3. Bauelement nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß mit beiden Plattenlängskanten je eine Rippe (2,5) bündig liegt.3. Component according to claim 1 or 2, characterized in that One rib (2.5) is flush with both longitudinal edges of the plate. 4. Bauelement nach Anspruch 3, dadurch gekennzeichnet, daß die mit der einen Plattenlängskante bündig liegende Rippe (2) die kleinste Rippenhöhe aufweist.4. The component according to claim 3, characterized in that the with the rib (2) lying flush with one longitudinal edge of the plate has the smallest rib height. L e e r s e i t eL e r s e i t e
DE2418794A 1974-04-19 1974-04-19 Ribbed prestressed reinforced concrete slab building element - with one or more surface ribs higher than others Withdrawn DE2418794A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE2418794A DE2418794A1 (en) 1974-04-19 1974-04-19 Ribbed prestressed reinforced concrete slab building element - with one or more surface ribs higher than others

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE2418794A DE2418794A1 (en) 1974-04-19 1974-04-19 Ribbed prestressed reinforced concrete slab building element - with one or more surface ribs higher than others

Publications (1)

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DE2418794A1 true DE2418794A1 (en) 1975-11-06

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016034456A1 (en) * 2014-09-03 2016-03-10 Epcos Ag Covering for a component and method for producing a covering for a component

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016034456A1 (en) * 2014-09-03 2016-03-10 Epcos Ag Covering for a component and method for producing a covering for a component
US11180364B2 (en) 2014-09-03 2021-11-23 Snaptrack, Inc. Covering for a component and method for producing a covering for a component

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