DE20001444U1 - Floor bracing for buildings in dry construction - Google Patents
Floor bracing for buildings in dry constructionInfo
- Publication number
- DE20001444U1 DE20001444U1 DE20001444U DE20001444U DE20001444U1 DE 20001444 U1 DE20001444 U1 DE 20001444U1 DE 20001444 U DE20001444 U DE 20001444U DE 20001444 U DE20001444 U DE 20001444U DE 20001444 U1 DE20001444 U1 DE 20001444U1
- Authority
- DE
- Germany
- Prior art keywords
- construction
- gables
- buildings
- floor
- masonry
- 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
- 238000010276 construction Methods 0.000 title claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000011449 brick Substances 0.000 description 1
- 239000011455 calcium-silicate brick Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000004904 shortening Methods 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Panels For Use In Building Construction (AREA)
Description
Beschreibung
Geschoßabspannung für Bauwerke in TrockenbauweiseDescription
Floor bracing for drywall structures
Für ein von der Fa. Rüskamp GmbH & Co KG Coesfeld, BRD, entwickeltes Prinzip zur Herstellung von Mayerwerk aus formschlüssigen Kalksandsteinen ohne Mörtel oder Kleber wird derzeit durch die Allgemeine bauaufsichtliche Zulassung vom Deutschen Institut für Bautechnik die Geschoßanzahl bei Gebäuden und die max. Gebäudehöhe auf 10 m begrenzt.For a principle developed by Rüskamp GmbH & Co KG Coesfeld, Germany, for the production of Mayerwerk from form-fitting sand-lime bricks without mortar or adhesive, the general building approval from the German Institute for Building Technology currently limits the number of storeys in buildings and the maximum building height to 10 m.
Des weiteren kann aus Stabilitätsgründen (infolge Einwirkung von Seitenkräften durch Wind, Sog über Dachflächen, Erddruck bei Kellerwänden) die Errichtung des Mauerwerks nicht ohne eine zumindest teilweise Verwendung von Mörtel oder Kleber erfolgen (Anteil des geklebten Mauerwerks ca. 40 %).Furthermore, for stability reasons (due to the effects of lateral forces caused by wind, suction over roof surfaces, earth pressure on basement walls), the construction of the masonry cannot be carried out without at least partial use of mortar or adhesive (proportion of glued masonry approx. 40%).
Mit der Neuerung nach Schutzanspruch 1 soll dieser Anteil verringert, die Bauwerksstabilität erhöht und damit die Anzahl der Geschosse vergrößert bzw. eine Gebäudehöhe > 10 m ermöglicht werden .The innovation according to protection claim 1 is intended to reduce this proportion, increase the stability of the building and thus increase the number of storeys or enable a building height of > 10 m.
Das Problem wird mit den im Schutzanspruch 1 aufgeführten Merkmalen gelöst.The problem is solved with the features listed in claim 1.
Damit wird erreicht, daßThis ensures that
- das Mauerwerk ab OK Gelände bis zur Dachtraufe ohne Kleber geschoßweise aufgeschichtet wird (Senkung'des Arbeitsaufwandes, Verkürzung der Bauzeiten, Einsatz von weniger qualifiziertem Personal);- the masonry is stacked floor by floor from the ground level to the eaves without adhesive (reduction in labour costs, shortening of construction times, use of less qualified personnel);
- entsprechend dem Baufortschritt ist es möglich, jedes Geschoß nach Aufbringen der Stahlbetondecke abzuspannen, das damit eine sichere Grundlage für das nachfolgende Geschoß und dessen Bauablauf darstellt;- depending on the progress of the construction, it is possible to anchor each floor after the reinforced concrete ceiling has been installed, which thus provides a secure foundation for the subsequent floor and its construction process;
- mit der Anzahl der Geschosse steigt der Anteil - und damit der Nutzen - des trocken aufgeschichteten Mauerwerks;- with the number of storeys, the proportion - and thus the benefit - of dry-stacked masonry increases;
- mit einer außen auf das Mauerwerk aufzubringenden Wärmedämm-- with a thermal insulation applied to the outside of the masonry
hülle (&zgr;. B. Hartschaumplatten) oder einer nichttragenden gemauerten Außenschale lassen sich die Zuganker verdecken (Schutz vor Korrosion, kein Unterschied im Aussehen gegenüber herkömmlicher Bausweise);The tension anchors can be concealed by a shell (e.g. rigid foam panels) or a non-load-bearing masonry outer shell (protection against corrosion, no difference in appearance compared to conventional construction);
- durch Holzbauweise nach Schutzanspruch 2 (Zchng. Bl. 1/3) lassen sich 2 Mauerwerksgiebel - mit Mörtel aufgemauert oder geklebt - ersetzen, da die Trockenbauweise hierfür nicht anwendbar ist, so daß sich auch hinsichtlich der Dachform keine Einschränkungen ergeben;- 2 masonry gables - built up with mortar or glued - can be replaced by a timber construction according to protection claim 2 (drawing sheet 1/3), since the dry construction method cannot be used for this, so that there are no restrictions with regard to the shape of the roof;
- darüber hinaus kann die Holzbauweise als Ersatz für Mauerwerksgiebel allgemein angewendet werden.- Furthermore, timber construction can generally be used as a replacement for masonry gables.
Ausführungsbeispiele zeigen die Zeichnungen Blatt 1-4. Blatt zeigt eine Hausgiebelseite mit dem Lösungsprinzip ( Zuganker an 4 Seiten je Geschoß ) ,das auf einen Wohnblock ( Bl. 4 ) erweitert ist. Das Mauerwerk wird jeweils in Höhe der GeschoßdeckenExamples of implementation are shown in the drawings on pages 1-4. Page 1 shows a gable end of a house with the solution principle (tie rods on 4 sides per floor), which is extended to a block of flats (page 4). The masonry is always at the height of the floor ceilings
- als steife Scheiben ausgebildet - durch Ringbalken horizontal zusammengehalten, wobei bei Gebäudelängen mit einem Mehrfachen der Gebäudebreite aufgrund fehlender Zugankerabspannung in Richtung Gebäudeachse in Abständen aussteifende Wandscheiben ( gemauerte oder geklebte Trennwände ) vertikal durchgehend vorzusehen sind.- designed as rigid panels - held together horizontally by ring beams, whereby in the case of building lengths that are several times the building width, stiffening wall panels (brick or glued partition walls) must be provided vertically at intervals due to the lack of tension anchors in the direction of the building axis.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE20001444U DE20001444U1 (en) | 2000-01-28 | 2000-01-28 | Floor bracing for buildings in dry construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE20001444U DE20001444U1 (en) | 2000-01-28 | 2000-01-28 | Floor bracing for buildings in dry construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DE20001444U1 true DE20001444U1 (en) | 2000-05-04 |
Family
ID=7936482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DE20001444U Expired - Lifetime DE20001444U1 (en) | 2000-01-28 | 2000-01-28 | Floor bracing for buildings in dry construction |
Country Status (1)
| Country | Link |
|---|---|
| DE (1) | DE20001444U1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE20108983U1 (en) * | 2001-05-29 | 2002-10-02 | Abenstein Bauunternehmen GmbH & Co., 89335 Ichenhausen | Tension anchor for ceiling edges |
-
2000
- 2000-01-28 DE DE20001444U patent/DE20001444U1/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE20108983U1 (en) * | 2001-05-29 | 2002-10-02 | Abenstein Bauunternehmen GmbH & Co., 89335 Ichenhausen | Tension anchor for ceiling edges |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R086 | Non-binding declaration of licensing interest | ||
| R207 | Utility model specification |
Effective date: 20000608 |
|
| R120 | Application withdrawn or ip right abandoned |
Effective date: 20030129 |