DE215719C - - Google Patents
Info
- Publication number
- DE215719C DE215719C DENDAT215719D DE215719DA DE215719C DE 215719 C DE215719 C DE 215719C DE NDAT215719 D DENDAT215719 D DE NDAT215719D DE 215719D A DE215719D A DE 215719DA DE 215719 C DE215719 C DE 215719C
- Authority
- DE
- Germany
- Prior art keywords
- projections
- joint
- ribs
- section
- arrangement
- 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
- 210000000614 Ribs Anatomy 0.000 claims description 4
- 210000001503 Joints Anatomy 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000036633 rest Effects 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
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/21—Cross-ribbed floors
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Road Paving Structures (AREA)
Description
KAISERLICHESIMPERIAL
PATENTAMT.PATENT OFFICE.
Die vorliegende Neuerung bezweckt die bequeme und sichere Lagerung der Zugeiseneinlagen in der Fuge zwischen zwei unten mit Vorsprüngen aneinanderstoßenden Baukörpern in der Weise, daß das Eisen durch den die Fuge füllenden Mörtel oder Beton von allen Seiten gut umhüllt wird. Zu diesem Zweck sind die unteren Vorsprünge der Baukörper mit keilförmig profilierten und keilförmig zulaufenden Lagerrippen versehen.The present innovation aims at the convenient and safe storage of the pull iron inserts in the joint between two structures abutting each other at the bottom with projections in such a way that the iron passes through the Joint filling mortar or concrete is well covered on all sides. To this end are the lower projections of the building with wedge-shaped profiled and wedge-shaped tapering Provided bearing ribs.
Fig. ι zeigt den Querschnitt durch zwei zusammenstoßende Kassettendeckenkörper aus Eisenbeton mit der Fugeneinlage, Fig. 2 ein Stück der Seitenansicht eines Deckenkörpers; die Fig. 3 und 4 zeigen die Anordnung ähnlich wie in Fig. 1 bei Anwendung anderer Bausteine.Fig. Ι shows the cross section through two colliding cassette ceiling bodies Reinforced concrete with the joint insert, FIG. 2 a piece of the side view of a ceiling body; FIGS. 3 and 4 show the arrangement similar to that in FIG. 1 with the use of others Building blocks.
Die Deckenkörper sind an den Seiten unten mit durchgehenden Vorsprüngen versehen, auf welchen in gewissen Abständen Rippen L von dreieckigem Querschnitt angesetzt sind, die ebenso wie die Vorsprünge selbst nach außen geneigt sind. Beim Aneinandersetzen der Deckenkörper bilden sich am Boden der Fugen Rinnen mit ebenfalls rinnenförmigem Lagervorsprung, auf den der Eisenstab E bequem gelegt werden kann. Wegen der Winkelform des Lagers liegt der Stab darin, ohne den Boden der Fuge selbst zu berühren, sicher, indem er sich punktweise je in einer geraden Berührungslinie auf die Rippen jedes der beiden Baukörper stützt (vgl. die Punkte P in Fig. 2). Der in die Fuge Z gebrachte Mörtel oder Beton legt sich infolgedessen überall um den Stab E und hüllt ihn so gut wie vollständig ein.The ceiling bodies are provided with continuous projections at the bottom on which ribs L of triangular cross-section are attached at certain intervals, which, like the projections themselves, are inclined outward. When the ceiling bodies are placed against one another, grooves with a groove-shaped bearing projection form on the bottom of the joints, on which the iron rod E can be conveniently placed. Because of the angular shape of the bearing, the rod lies securely in it, without touching the bottom of the joint itself, in that it rests point by point in a straight line of contact on the ribs of each of the two structures (see points P in Fig. 2). The mortar or concrete placed in the joint Z is consequently all around the rod E and almost completely envelops it.
Die Anordnung kann sowohl für Decken wie auch für andere Bauteile, wie z. B. Pflasterbeläge, angewendet werden.The arrangement can be used for ceilings as well as for other components, such as B. paving, be applied.
Claims (1)
Publications (1)
Publication Number | Publication Date |
---|---|
DE215719C true DE215719C (en) | 1900-01-01 |
Family
ID=477191
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DENDAT215719D Expired DE215719C (en) |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE215719C (en) |
-
0
- DE DENDAT215719D patent/DE215719C/de not_active Expired
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