DE9420840U1 - Lost concrete honeycomb floor insulation - Google Patents
Lost concrete honeycomb floor insulationInfo
- Publication number
- DE9420840U1 DE9420840U1 DE9420840U DE9420840U DE9420840U1 DE 9420840 U1 DE9420840 U1 DE 9420840U1 DE 9420840 U DE9420840 U DE 9420840U DE 9420840 U DE9420840 U DE 9420840U DE 9420840 U1 DE9420840 U1 DE 9420840U1
- Authority
- DE
- Germany
- Prior art keywords
- formwork
- reinforcement bars
- wooden elements
- concrete
- lost
- 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 - Lifetime
Links
- 238000009413 insulation Methods 0.000 title claims description 8
- 238000009415 formwork Methods 0.000 claims description 19
- 230000002787 reinforcement Effects 0.000 claims description 9
- 239000004793 Polystyrene Substances 0.000 claims 2
- 229920002223 polystyrene Polymers 0.000 claims 2
- 238000010276 construction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229920006328 Styrofoam Polymers 0.000 description 1
- 244000309464 bull Species 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- ADIMAYPTOBDMTL-UHFFFAOYSA-N oxazepam Chemical compound C12=CC(Cl)=CC=C2NC(=O)C(O)N=C1C1=CC=CC=C1 ADIMAYPTOBDMTL-UHFFFAOYSA-N 0.000 description 1
- 238000009436 residential construction Methods 0.000 description 1
- 238000009420 retrofitting Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Processing Of Solid Wastes (AREA)
Description
*· Absender: Robert Schurriann"86536* kühbach^^Iußbaumstr,, 7 ani Deutsches Patentamt 80331 München, Zweibrückenstr« 12*· Sender: Robert Schurriann"86536* kühbach^^Iußbaumstr,, 7 ani German Patent Office 80331 Munich, Zweibrückenstr« 12
Betrifft: Aktenzeichen G 94 20 840.9 -Blatt 1 -Subject: Reference number G 94 20 840.9 -Page 1 -
Zusammenfassung der BESCHREIBUNG Verlorene Beton\vaben-Geschoßdecken-Isolierschalung,Summary of DESCRIPTION Lost concrete\vaben floor slab insulation formwork,
Stand der
Technik:State of
Technology:
Problem:Problem:
Lösung:Solution:
Erreichte
Vorteile:Achieved
Advantages:
Die verlorene Betonwaben-Geschoßdeckenlsolierschalung gehört in das technische Gebiet des Wohnungsbaues„ Geschoßdecken üblicher Bauweise sind meist kalte, schwere, monolithische Betondecken oder Montagedecken aus Einzelteilen wie Steineinhängedecken „ Der Bau monolithischer Betondecken bedingt einen hohen Aufwand an Beton, Armterungseisen und Schalungsmaterial. Auch sind solche Decken nur mit Hilfe erheblicher Nachrüstung für Wärmedämm-Maßnahmen und Verkleidungen mit Sichtpaneelen ,geeignet&ogr;The lost concrete honeycomb floor insulation formwork belongs to the technical field of residential construction” Floor ceilings of the usual construction type are usually cold, heavy, monolithic concrete ceilings or assembly ceilings made of individual parts such as stone suspended ceilings ” The construction of monolithic concrete ceilings requires a high expenditure of concrete, reinforcing iron and formwork material. Such ceilings are also only suitable for thermal insulation measures and cladding with visible panels with the help of considerable retrofitting&ogr;
Der in den Schutzansprüchen angegebenen Erfindung liegt das Problem zugrunde, eine Isolierschal— ung zu schaffen, die Baubestandteil einer Betonwaben-Geschoßdecke ist bzw» wird, und mit deren Hilfe solche Betonwaben-Geschoßdecken in isolierter, leichter und monolithischer Bauweise ausgeführt werden.The invention specified in the protection claims is based on the problem of creating an insulating formwork that is or becomes a structural component of a concrete honeycomb floor slab and with the help of which such concrete honeycomb floors are constructed in an insulated, lightweight and monolithic manner.
Dieses Problem wird mit den, in den Schutzansprüchen aufgeführten Merkmalen, gelöst.This problem is solved with the features listed in the claims.
Mit der Erfindung wird erreicht, daß die Isolierschalung unterseitig zusätzlich ohne großen Aufwand, schall- und wärmeisoliert werden kann, viel Installationsmontageraum bietet und die unterseitigen Montagelatten zur Sichtpaneeldeckenbe-The invention ensures that the insulating formwork can be additionally sound and heat insulated on the underside without great effort, offers plenty of installation space and the underside mounting battens for visible panel ceilings
'Absender: Robert SchumaVm•S^SStf'K'uhbachV^ußbaumstr0 7 an: Deutsches Patentamt 80331 München, Zweibrückenstrc 12'Sender: Robert SchumaVm•S^SStf'K'uhbachV^ußbaumstr 0 7 to: German Patent Office 80331 Munich, Zweibrückenstr c 12
Betrifft: Aktenzeichen G 94 20 840„9 - Blatt 2 -Subject: Reference number G 94 20 840”9 - Page 2 -
BESCHREIBUNG (Zusammenfassung ) Verlorene Betonwaben-Geschoßdecken-Isolierschalung&bgr; DESCRIPTION (Summary) Lost concrete honeycomb floor slab insulation formwork &bgr;
ErreichteAchieved
Vorteile: festigung nutzbar sindo Der Materialkosten-Ein-Advantages: can be used for reinforcement o The material cost
spar-Vorteü gegenüber vergleichbaren Massivbetondecken liegt bei ca, 44 %a Der Gewichtsvorteil bei etwa gleicher Belastbarkeit bei ca, dem O0 56-fachen von Massivbetondecken gleicher Konstruktionshöhe &ogr; Ein weiterer Vorteil ist, daß nur 1/3-tel der Schalung, nämlich die 125 mm breiten Schalungsträger-Kanthölzer unbestimmter Längen, ausgeschalt werden, während 2/3-tel der Schalung in Gestalt der verlorenen Isolierschalung, Betondeckenbestandteil bleiben»The saving advantage compared to comparable solid concrete ceilings is around 44 % a The weight advantage with approximately the same load capacity is around 56 times that of solid concrete ceilings of the same construction height &ogr; A further advantage is that only 1/3 of the formwork, namely the 125 mm wide formwork beams of indefinite length, are removed, while 2/3 of the formwork remains part of the concrete ceiling in the form of the permanent insulating formwork»
Weitere
Ausgestaltung
der Erfindung: In Schutzanspruch 2 ist eine weitere AusgestaltungMore
Design
of the invention: In claim 2 a further embodiment
der Erfindung angegeben» Die Bewehrungsträgereisen ermöglichen ein absolut exaktes Einrichten
der Armierungseisen (Riffel stahl stäbe) auf und zwischen den Schalungsträgern und halten nach
dem Abbinden des Betons, die verlorene Schalung in diesem fest»
Beschreibung
der Ausführungsbeispiele: Die Erfindungs-Ausführungsbeispiele werden anhand der Figuren 1+2 erläutert, die im Maßstab
1:5 angelegt sind,,of the invention» The reinforcement bars enable an absolutely precise setting of the reinforcement bars (corrugated steel bars) on and between the formwork supports and hold the lost formwork firmly in the concrete after it has set»
Description
of the embodiments: The embodiments of the invention are explained using Figures 1+2, which are on a scale of 1:5,
Absender: Robert Schumann 8*^556**Kuhbach* *N*ußbaumstr „ 7 an:Deutsches Patentamt 80331 München, Zweibrückenstr. 12Sender: Robert Schumann 8*^556**Kuhbach* *N*ußbaumstr „ 7 to:German Patent Office 80331 Munich, Zweibrückenstr. 12
Betrifft: Aktenzeichen G 94 20 840 „9 -Blatt 3 -Subject: Reference number G 94 20 840 „9 -Page 3 -
BESCHREIBUKG (Zusammenfassung)DESCRIPTION (Summary)
Beschreibung
der Ausführungsbeispiele: Originalmaß: B 375 &khgr; L 1375 &khgr; &EEgr; 110 mmDescription
of the examples: Original dimensions: W 375 x L 1375 x H 110 mm
18 mm Holzmaierialstärke18 mm wood material thickness
Figur 1 zeigt die dreidimensionale Ansicht, die Breite mit vertikalem Schnitt, eines Isolierschalen-Elementes &ogr;Figure 1 shows the three-dimensional view, the width with vertical section, of an insulating shell element &ogr;
Figur 2 zeigt den Vertikalschnitt in der Breite eines Isolierschalen-Elementes mitFigure 2 shows the vertical section in the width of an insulating shell element with
(1) Styroporplatte: B 340 &khgr; L 1340 &khgr; &EEgr; 40 mm(1) Styrofoam board: B 340 &khgr; L 1340 x 216 mm &EEgr; 40mm
(2) Bewehrungsträgereisen: Seitenabstand 750 mm(2) Reinforcing bars: side spacing 750 mm
Abwicklung 180 mm M at &ogr;-Stärke 3x20 mmUnfolding 180 mm M at &ogr;-thickness 3x20 mm
an Isolierschalen-Elemente angeschraubt, 24 mm über der Unterkante des Isolierschalen-Elementes „screwed to insulation shell elements, 24 mm above the lower edge of the insulation shell element „
(3) Montagelatten: 2 &khgr; (30 &khgr; 50 &khgr; 1340 mm) Figuren zu 1 werden im Abstand von 125 mm(3) Mounting slats: 2 x (30 x 50 x 1340 mm) Figures for 1 are placed at a distance of 125 mm
in Länge und Breite von Wand zu Wand zwischen Schalungsträger-Kanthölzern mit den Bewehrungsträgereisen auf diese Schalungsträger-Kanthölzer aufgelegt, die wiederum auf Kanthölzern und Schalungsstützen aufliegen. Für jedes Bauvorhaben werden neben den Standartmaßen, passgenaue Sondermaße nach Aufmaß, gefertigtein length and width from wall to wall between formwork beam squared timbers with the reinforcement bars laid on these formwork beam squared timbers, which in turn rest on squared timbers and formwork supports. For each construction project, in addition to the standard dimensions, custom-fit special dimensions according to measurements, manufactured
Antragsteller:Applicant:
Claims (1)
verschraubt, vernagelt und verleimt sindo that these are fitted with reinforcement bars (2 H' polystyrene plates (1) and mounting battens {3) s
screwed, nailed and glued o
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE9420840U DE9420840U1 (en) | 1994-12-30 | 1994-12-30 | Lost concrete honeycomb floor insulation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE9420840U DE9420840U1 (en) | 1994-12-30 | 1994-12-30 | Lost concrete honeycomb floor insulation |
Publications (1)
Publication Number | Publication Date |
---|---|
DE9420840U1 true DE9420840U1 (en) | 1995-05-04 |
Family
ID=6918012
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE9420840U Expired - Lifetime DE9420840U1 (en) | 1994-12-30 | 1994-12-30 | Lost concrete honeycomb floor insulation |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE9420840U1 (en) |
-
1994
- 1994-12-30 DE DE9420840U patent/DE9420840U1/en not_active Expired - Lifetime
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