DE804953C - Beam ceiling - Google Patents
Beam ceilingInfo
- Publication number
- DE804953C DE804953C DEM1178A DEM0001178A DE804953C DE 804953 C DE804953 C DE 804953C DE M1178 A DEM1178 A DE M1178A DE M0001178 A DEM0001178 A DE M0001178A DE 804953 C DE804953 C DE 804953C
- Authority
- DE
- Germany
- Prior art keywords
- beams
- load
- beam ceiling
- beam position
- ceiling
- 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
- 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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
Die bisher übliche Verlegung von Holzbalken oder Profileisen zur Herstellung von Decken, Fußböden geschieht in der Form, dafl die tragenden Balken parallel zueinander verlegt werden. Bei dieser Anordnung besteht der Nachteil, daß bei Belastungsflächen, welche nicht den ganzen Raum ausfüllen, nur ein Bruchteil der Balken die Last trägt, die anderen dagegen keinerlei Belastung haben. Es ist daher notwendig, diese Balken für die örtlich auftretenden Lasten entsprechend stark zu dimensionieren.The usual laying of wooden beams or profile iron for production of ceilings and floors is done in such a way that the load-bearing beams are parallel to one another be relocated. With this arrangement there is the disadvantage that with load areas, which do not fill the whole space, only a fraction of the beams carry the load, the others, on the other hand, have no burden whatsoever. It is therefore necessary to use these beams to be dimensioned appropriately for the locally occurring loads.
Die neue Anordnung der Balken geht aus der Skizze hervor. In dieser bedeutet die untere Zeichnung den Grundriß der Balkenlage, die obere Zeichnung einen Querschnitt A-B. Hierzu folgt nachstehende Zeichenerklärung: a) Gebäudewand, b) Balkenlage in einer Richtung, c) Balkenlage in einer Richtung senkrecht zur Balkenlage b, d) Fußbodenbelag, e) Bolzen, welche im Kreuzungspunkt die sich kreuzenden Balken verbinden. Die neue Balkenlage hat also den Zweck, daß Lasten, welche an irgendeiner Stelle den Fußboden belasten, immer auf alle Balken verteilt und von diesen getragen werden. Da alle Balken gleichmäßig an dem Tragen der Lasten beteiligt sind, können die Balken entsprechend leichter ausgebildet werden, wodurch eine bedeutende Materialersparnis erzielt wird. Auch fallen bei der neuen Balkenlage die sonst üblichen Latten zur Aufnahme der Stakhölzer fort. Die Stakhölzer werden direkt auf die unteren Balken verlegt, wodurch ebenfalls Material und Arbeit erspart wird.The new arrangement of the bars can be seen in the sketch. In this the lower drawing means the plan of the beam layer, the upper drawing a Cross-section A-B. The following explanation of symbols follows: a) building wall, b) Beam position in one direction, c) Beam position in a direction perpendicular to the beam position b, d) floor covering, e) bolts, which at the point of intersection are the intersecting beams associate. The purpose of the new layer of beams is to remove loads that are placed on any Place a load on the floor, always spread over and supported by all beams will. Since all the beams are equally involved in carrying the loads, you can the beams are made correspondingly lighter, which means a significant saving in material is achieved. The otherwise usual battens also fall with the new beam position Picking up the sticks continued. The sticks are placed directly on the lower beams relocated, which also saves material and labor.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEM1178A DE804953C (en) | 1949-12-28 | 1949-12-28 | Beam ceiling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEM1178A DE804953C (en) | 1949-12-28 | 1949-12-28 | Beam ceiling |
Publications (1)
Publication Number | Publication Date |
---|---|
DE804953C true DE804953C (en) | 1951-05-04 |
Family
ID=7291082
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEM1178A Expired DE804953C (en) | 1949-12-28 | 1949-12-28 | Beam ceiling |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE804953C (en) |
-
1949
- 1949-12-28 DE DEM1178A patent/DE804953C/en not_active Expired
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