DE2431424C2 - Method for producing a reinforced concrete room cell open on one side and kit for carrying out the method - Google Patents
Method for producing a reinforced concrete room cell open on one side and kit for carrying out the methodInfo
- Publication number
- DE2431424C2 DE2431424C2 DE19742431424 DE2431424A DE2431424C2 DE 2431424 C2 DE2431424 C2 DE 2431424C2 DE 19742431424 DE19742431424 DE 19742431424 DE 2431424 A DE2431424 A DE 2431424A DE 2431424 C2 DE2431424 C2 DE 2431424C2
- Authority
- DE
- Germany
- Prior art keywords
- reinforced concrete
- floor
- steel plates
- walls
- wall
- 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
- E04B1/046—Connections specially adapted therefor using reinforcement loops protruding from the elements
-
- 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/02—Small garages, e.g. for one or two cars
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Panels For Use In Building Construction (AREA)
Description
Die Erfindung betrifft eine Stahlbetonraumzelle gemäß dem Oberbegriff des Anspruches 1.The invention relates to a reinforced concrete room cell according to the preamble of claim 1.
Die Erfindung geht von einer vorbekannten Stahlbetonraumzelle mit den eingangs bezeichneten Merkmalen aus (DE-OS 19 02 016). Hierbei verlaufen die Schweißnähte, welche die einander zugeordneten Stahlplatten der Wandinnenseiten des Stahlbetonkörpers und des Raumzellenbodens miteinander verbinden, längs der Stoßkante der Innenwandebene mit der Oberfläche der Bodenplatten. Da sich aber die in dem Stahlbetonkörper verankerten Stahlplatten in der Innenwandebene der jeweiligen Wand befinden und folglich senkrecht zur Seitenkante der in die Bodenplatte eingelassenen Stahlplatten angeordnet sind, ist der Schweißvorgang erheblich erschwert. Da hat nicht nur im Fertigteilewerk unangenehme Folgen, sondern auch Auswirkungen bei späteren Belastungen infolge der hohen Beanspruchungen, die mit dem Auf- und Abladen sowie mit dem Transport der Stahlbetonraumzellen verbunden sind.The invention is based on a previously known reinforced concrete cell with the features indicated at the beginning from (DE-OS 19 02 016). The weld seams run here, which the steel plates assigned to one another run connect the inside of the wall of the reinforced concrete body and the room cell floor, along the abutting edge of the inner wall plane with the surface of the floor slabs. But since the in the reinforced concrete body anchored steel plates are located in the inner wall plane of the respective wall and consequently are arranged perpendicular to the side edge of the steel plates embedded in the base plate, is the welding process made considerably more difficult. This not only has unpleasant consequences in the precast plant, but also effects at later loads as a result of the high stresses associated with loading and unloading as well are connected with the transport of the reinforced concrete room cells.
Der Erfindung liegt die Aufgabe zugrunde, bei einer Stahlbetonraumzelle der als bekannt vorausgesetzten Art die Schweißbarkeit der Verbindungen zu verbessern. The invention is based on the object of a reinforced concrete cell that is assumed to be known Way to improve the weldability of the connections.
Diese Aufgabe wird mit den kennzeichnenden Merkmalen des Anspruches 1 gelöst. Eine zweckmäßige Ausführungsform der Erfindung ist Gegenstand des Unteranspruches 2.This task is done with the distinguishing features of claim 1 solved. An expedient embodiment of the invention is the subject of the dependent claim 2.
Gemäß der Erfindung werden die Wand- und Bodenplatten gegenseitig verseizt angeordnet und dadurch der Schweißvorgang erleichtert. Damit wirken die Wand- und Bodenstahlplatten so miteinander zusammen, daß ihre gegenseitige Überdeckung stets gegeben ist, so daß sich eine Kehlnaht zwischen der Schmalseite der Wandplatten und der Oberfläche der Bodenplatten anbringen läßt. Es hat sich herausgestellt, daß die Erfindung eine allen Beanspruchungen während des Trans- ω portes der Stahlbetonraumzeüe gewachsenen Befestigung des Raumzellenbodens an dem Stahlbetonkörper ermöglicht.According to the invention, the wall and floor panels are mutually stiffened and thereby the welding process is facilitated. This means that the steel wall and floor panels interact with each other in such a way that that their mutual overlap is always given, so that there is a fillet weld between the narrow side the wall panels and the surface of the floor panels can be attached. It has been found that the invention a fastening that can cope with all stresses during the transport of the reinforced concrete room of the room cell floor on the reinforced concrete body.
Bei einer bevorzugten Ausführungsform der Erfindung wir die Benutzung der im vorgefertigten Raumzellenboden bzw. in den Wänden dos Stahlbetonkörpers vorhandenen Betonarmierung als Verankerung der Stahiplatten im Beton ermöglicht Trotz der hierfür erforderlichen Profilierung ist auch bei dieser Ausführungsform dafür gesorgt, daß die Wandplatten mit der Innenseite der jeweiligen Wand abschließen und die Bodenplatten die von den Innenseiten der Wände gebildeten Ebenen durchdringeaIn a preferred embodiment of the invention we use the prefabricated room cell floor or in the walls of the reinforced concrete body existing concrete reinforcement as anchoring of the Steel plates in the concrete made possible ensured that the wall panels are flush with the inside of the respective wall and the floor panels penetrate the planes formed by the insides of the walls
Im folgenden wird die Erfindung anhand von zwei Ausführungsbeispielen näher erläutert, die in den Figuren der Zeichnung wiedergegeben sind; es zeigtThe invention is explained in more detail below with reference to two exemplary embodiments, which are shown in the figures the drawing are reproduced; it shows
F i g. 1 einen Horizontalschnitt durch eine Stahlbetonraumzelle gemäß der Erfindung,F i g. 1 shows a horizontal section through a reinforced concrete cell according to the invention,
Fig. 2 einen Schnitt längs der Linie I I/I I der Fig. 1 undFIG. 2 shows a section along the line I I / I I in FIG. 1 and
Fig.3 eine abgeänderte Ausführungsform in der F i g. 1 entsprechender Darstellung.3 shows a modified embodiment in the F i g. 1 corresponding illustration.
Die in Fig. 1 dargestellte Stahlbetonfertiggarage hat zwei Seitenwände 1,2, eine Stirnwand 3 und eine nicht dargestellte Decke. Die Seitenwände 1,2 und die Stirnwand 3 sowie die Decke bilden einen monolithischen Stahlbetonkörper, der in einem Fertigteilewerk hergestellt wird. In den unteren Schmalseiten 4 der Seitenwände 1, 2 und der Stirnwand 3 sind Verbindungen vorgesehen, welche einen vorgefertigten Boden 5 mit dem Stahlbetonkörper zusammenschließen. Bei den in den Figuren dargestellten Ausführungsbeispielen sind an jeder der Seitenwände I, 2 insgesamt drei Verbindungen und an der Stirnwand 3 eine Verbindung vorgesehen. Die Lage der Verbindungen 6 ist in F i g. 1 durch Kreise angedeutet.The prefabricated reinforced concrete garage shown in Fig. 1 has two side walls 1, 2, an end wall 3 and a ceiling, not shown. The side walls 1,2 and the end wall 3 as well as the ceiling form a monolithic reinforced concrete body, which is manufactured in a precast plant will. In the lower narrow sides 4 of the side walls 1, 2 and the end wall 3 are connections provided, which join a prefabricated floor 5 with the reinforced concrete body. The in The embodiments shown in the figures are a total of three connections on each of the side walls 1, 2 and a connection is provided on the end wall 3. The position of the connections 6 is shown in FIG. 1 through Circles indicated.
Der Boden 5 wird im gleichen Fertigteilewerk vorgefertigt. Nach Aushärten seines Betons wird der Boden 5 mit dem Stahlbetonkörper zu einer einseitig offenen Fertiggarage verbunden. Dazu wird der Stahlbetonkörper auf den Boden 5 aufgesetzt, worauf man die Verbindungen 6 fertigstellt. Die so hergestellte Fertiggarage kann dann wie eine monolithische Fertiggarage transportiert und am Einbauort abgestellt werden.The floor 5 is prefabricated in the same precast plant. After its concrete has hardened, the floor becomes 5 connected to the reinforced concrete body to form a prefabricated garage open on one side. For this purpose, the reinforced concrete body placed on the floor 5, whereupon the connections 6 are completed. The prefabricated garage produced in this way can then be transported like a monolithic prefabricated garage and parked at the installation site.
Die Verbindungen 6 an den Seitenwänden 1,2 bestehen bei dem in F i g. 2 dargestellten Ausführungsbeispiel aus Wandstahlplatten 7, die in die Oberfläche der Unterseiten der Seitenwände 1, 2 einbetoniert sind. Auf der einbetonierten Rückseite 8 der Wandstahlplatten 7 ist ein Ankerblech 9 festgeschweißt. Es weist gespreizte Enden 10,11 auf, die im Beton der Seitenwände 1,2 bzw. der Stirnwand 3 eingebettet sind. Die Wandstahlplatte 7 ist so angeordnet, daß ihre Schmalseite 12, mit der die Innenseite bildenden Fläche 13, der Raumzelle der Seitenwände 1,2 bzw. der Stirnwand 3 abschließt.The connections 6 on the side walls 1, 2 exist in the case of the one shown in FIG. 2 illustrated embodiment from wall steel plates 7 which are concreted into the surface of the undersides of the side walls 1, 2. On the Concrete back 8 of the wall steel plates 7, an anchor plate 9 is welded. It has splayed Ends 10,11, which are in the concrete of the side walls 1,2 and the end wall 3 are embedded. The wall steel plate 7 is arranged so that its narrow side 12, with which the Inside forming surface 13, the space cell of the side walls 1, 2 and the end wall 3 closes.
Das Widerlager besteht aus einer Bodenstahlplatte 14, an deren Rückseite 15 ein Ankerblech 16 mit gespreizten Enden 17,18 festgeschweißt ist. Der Beton des Bodens 5 umgibt die Enden 17, 18. Die Oberfläche der Bodenstahlplatte 14 schließt mit der Oberfläche des Bodens 5 ab. Die Bodenstahlplatte 14 ist so angeordnet, daß sie teils unterhalb der Schmalseite 4 einer der Seitenwände 1, 2 oder Stirnwand 3 und teils neben der die Innenseite bildenden Fläche 13 dieser Wände liegt. Dadurch können nach dem Aufstellen des Stahlbetonkörpers auf dem Boden 5 die Stahlplatten 7,14 miteinander durch eine Schweißnaht 19 zwischen der Schmalseite 12 der Wandstahlplatte 7 und der Oberfläche der Bodenstahlplatte 14 verbunden werden.The abutment consists of a bottom steel plate 14, on the rear side 15 of which an anchor plate 16 is splayed Ends 17,18 is welded. The concrete of the floor 5 surrounds the ends 17, 18. The surface of the Floor steel plate 14 ends with the surface of the floor 5. The bottom steel plate 14 is arranged so that they are partly below the narrow side 4 of one of the side walls 1, 2 or end wall 3 and partly next to the Inside forming surface 13 of these walls is located. This allows after the erection of the reinforced concrete body on the floor 5 the steel plates 7, 14 with one another by a weld 19 between the narrow side 12 the wall steel plate 7 and the surface of the bottom steel plate 14 are connected.
Hiervon unterscheidet sich die Ausführungsform nach Fig. 3 dadurch, daß die Stahiplatten 7, 14 clicThe embodiment differs from this 3 in that the steel plates 7, 14 clic
I 3I 3
f: Schenkel von Winkelstählen 20,21 darstellen, deren an-f: represent legs of angle steels 20, 21 whose other
I dere Schenkel 22, 23 in die Seitenwände 1, 2 bzw. dieI their legs 22, 23 in the side walls 1, 2 and the
'? Stirnwand 3 sowie den Boden 5 einbetoniert sind. Die'? Front wall 3 and the floor 5 are set in concrete. the
:ΐ Schenkel 22, 23 besitzen Ausnehmungen 24, mit denen: ΐ Legs 22, 23 have recesses 24 with which
·; sie an Verankerungsslähle der Bewehrung der Wände·; them to anchor posts of the reinforcement of the walls
3 bzw. des Bodens angeschlossen und gehalten sind.3 or the floor are connected and held.
Hierzu 1 Blatt Zeichnungen1 sheet of drawings
1010
ISIS
2020th
2525th
3030th
3535
4040
4545
5050
5555
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19742431424 DE2431424C2 (en) | 1974-06-29 | 1974-06-29 | Method for producing a reinforced concrete room cell open on one side and kit for carrying out the method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19742431424 DE2431424C2 (en) | 1974-06-29 | 1974-06-29 | Method for producing a reinforced concrete room cell open on one side and kit for carrying out the method |
Publications (2)
Publication Number | Publication Date |
---|---|
DE2431424A1 DE2431424A1 (en) | 1976-01-15 |
DE2431424C2 true DE2431424C2 (en) | 1985-01-31 |
Family
ID=5919346
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19742431424 Expired DE2431424C2 (en) | 1974-06-29 | 1974-06-29 | Method for producing a reinforced concrete room cell open on one side and kit for carrying out the method |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE2431424C2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4014264A1 (en) * | 1990-03-02 | 1991-09-05 | Lorenz Kesting | Reinforced concrete single room building - incorporates open front soffit aligned with wall inner surface |
DE19607860A1 (en) * | 1996-03-01 | 1997-09-18 | Ulrich Trettenbacher | Building, particularly low energy house |
Families Citing this family (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2644316C2 (en) * | 1976-10-01 | 1982-04-29 | Franz Dipl.-Ing. 7900 Ulm Bauer | Room cell, prefabricated garage or the like. made of reinforced concrete |
DE2847554C2 (en) * | 1978-11-02 | 1984-07-19 | Franz Dipl.-Ing. 7900 Ulm Bauer | Prefabricated garage or the like. from reinforced concrete and device for their manufacture |
FR2464340A1 (en) * | 1979-08-31 | 1981-03-06 | Entreprises Soc Gle | Wall slab to floor beam joint for precast concrete frame - has horizontal slab base with corner angle irons welded to bearing plates set in beam ends |
FR2503776A1 (en) * | 1981-04-14 | 1982-10-15 | Charbonnages Sa Ste Indle Cale | MULTI-LEVEL BUILDING RESISTANT TO TELLURIC SHAKES |
DE3435081A1 (en) * | 1984-09-25 | 1986-04-03 | IBK - Ingenieurbüro Bauer u. Kaletka GmbH, 7500 Karlsruhe | Process and apparatus for producing reinforced-concrete unitised units which are open on one side |
DE8501860U1 (en) * | 1985-01-25 | 1985-05-09 | Osterbrink, Heinrich, 4130 Moers | PANEL-LIKE REINFORCED CONCRETE COMPONENT |
DE3744017C2 (en) * | 1987-12-24 | 1996-02-01 | Ibk Ingenieurbuero Bauer U Kal | Reinforced concrete room cell, especially prefabricated garage |
DE4444921C2 (en) * | 1994-12-16 | 1998-04-09 | Gewie Technologietransfer Gmbh | Room block system for the erection of buildings |
BE1010092A6 (en) * | 1996-04-05 | 1997-12-02 | Louis Marc | Method of manufacturing and assembly of an element construction concrete. |
US6009677A (en) * | 1997-07-29 | 2000-01-04 | Strathclyde Technologies, Inc. | Building panels for use in the construction of buildings |
ES2161597B1 (en) * | 1999-02-23 | 2002-07-01 | Bscp Building System With Conc | BUILDING CONSTRUCTION SYSTEM. |
PT1207238E (en) * | 2000-11-16 | 2006-07-31 | Resulit Gmbh | PRE-MANUFACTURED SPACE CELL FOR BUILDING CONSTRUCTION |
DE10120368B4 (en) * | 2001-04-25 | 2010-05-27 | Jan Forster | Building or building part as well as methods for its production and dismantling |
ES2279655B1 (en) * | 2004-05-13 | 2008-07-16 | Jose Gonzalez Hernandez | MECHANIZED SYSTEM FOR THE CONSTRUCTION OF HOUSES AND BUILDINGS, BY PANELS AND Slabs. |
WO2011005970A1 (en) * | 2009-07-08 | 2011-01-13 | Diversakore Llc | Building structure |
CN108060798A (en) * | 2017-12-11 | 2018-05-22 | 安徽海龙建筑工业有限公司 | A kind of polyhedron Prefabricated composite armored concrete toilet and its mounting process |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE685063A (en) * | 1966-08-04 | 1967-01-16 | ||
DE1684667B1 (en) * | 1967-01-11 | 1971-10-14 | Freudlsperger Fritz | Device for setting up a box-shaped prefabricated garage |
DE1809237C3 (en) * | 1968-11-15 | 1978-04-13 | Fa. Werner Zapf, Vorm. Adam Zapf, 8580 Bayreuth | Method for producing a prefabricated garage from reinforced concrete and reinforced concrete box for carrying out the method |
DE1902016A1 (en) * | 1969-01-16 | 1970-08-06 | Kaletka, J., 7560 Gaggenau | Method for producing a building cell and for transporting a building cell made by the method |
AT314154B (en) | 1969-05-07 | 1974-03-25 | Houilleres Bassin Du Nord | Multi-storey building consisting of standardized, factory-made cells |
-
1974
- 1974-06-29 DE DE19742431424 patent/DE2431424C2/en not_active Expired
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4014264A1 (en) * | 1990-03-02 | 1991-09-05 | Lorenz Kesting | Reinforced concrete single room building - incorporates open front soffit aligned with wall inner surface |
DE19607860A1 (en) * | 1996-03-01 | 1997-09-18 | Ulrich Trettenbacher | Building, particularly low energy house |
Also Published As
Publication number | Publication date |
---|---|
DE2431424A1 (en) | 1976-01-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE2431424C2 (en) | Method for producing a reinforced concrete room cell open on one side and kit for carrying out the method | |
DE2354316C2 (en) | Prefabricated building | |
DE1709404A1 (en) | SPACE BOX | |
DE2811410A1 (en) | MOLDED FRAMEWORK FOR A BUILDING WITH A SKELETON OR FRAME CONSTRUCTION | |
DE1759915B2 (en) | METHOD OF MANUFACTURING ROOM BOXES FOR FABRIC HOUSES | |
DE1658884B1 (en) | Building made of columns and prefabricated ceiling panels | |
DE2101084A1 (en) | Procedure for erecting a structure | |
DE1609560A1 (en) | Wall construction made of blocks with a mortar filling device | |
DE2021192A1 (en) | Multi-layer concrete slab and process for its manufacture | |
DE665210C (en) | Wooden tower | |
DE2153495A1 (en) | PREFABRICATED CEILING PANEL FOR ASSEMBLY CONSTRUCTION | |
DE2158489C3 (en) | Process for the production of a multi-purpose pavilion in prefabricated construction as well as a steel column with an anchoring leg for carrying out the process | |
DE2364383A1 (en) | Trench wall supporter - has two parallel steel plates with spreaders with feet clamped by connections to plates | |
DE3203980C2 (en) | Underpass structure and process for its construction | |
DE1609530B2 (en) | Prefabricated house unit | |
DE870602C (en) | Junction for a concrete skeleton construction made of prefabricated parts | |
DE1684213A1 (en) | Procedure for erecting a structure | |
DE1659045B1 (en) | Reinforcement cage for stiffening thin reinforced concrete panels | |
DE820067C (en) | Method for erecting walls or the like and components for use in this method | |
DE2937446C2 (en) | Noise barrier | |
DE2614539C3 (en) | Method and kit for manufacturing slurry tanks | |
DE2414440B2 (en) | Panel-shaped reinforced concrete component for large panel construction | |
DE4336177C2 (en) | Roof element | |
DE805922C (en) | Procedure for erecting load-bearing and stable concrete walls | |
DE7810496U1 (en) | Prefabricated component for a noise barrier |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
OD | Request for examination | ||
8127 | New person/name/address of the applicant |
Owner name: KESTING, LORENZ, 4600 DORTMUND, DE |
|
8172 | Supplementary division/partition in: |
Ref country code: DE Ref document number: 2463396 Format of ref document f/p: P |
|
Q171 | Divided out to: |
Ref country code: DE Ref document number: 2463396 |
|
D2 | Grant after examination | ||
8364 | No opposition during term of opposition | ||
8339 | Ceased/non-payment of the annual fee |