DE1709403B2 - Space box in skeleton construction - Google Patents
Space box in skeleton constructionInfo
- Publication number
- DE1709403B2 DE1709403B2 DE1709403A DE1709403A DE1709403B2 DE 1709403 B2 DE1709403 B2 DE 1709403B2 DE 1709403 A DE1709403 A DE 1709403A DE 1709403 A DE1709403 A DE 1709403A DE 1709403 B2 DE1709403 B2 DE 1709403B2
- Authority
- DE
- Germany
- Prior art keywords
- metal
- floor frame
- ribs
- metal ribs
- box according
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims description 8
- 239000002184 metal Substances 0.000 claims description 38
- 238000009415 formwork Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000000969 carrier Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000003112 inhibitor Substances 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000003466 welding Methods 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
- 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
-
- 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
- E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
-
- 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
- E04B1/34853—Elements not integrated in a skeleton the supporting structure being composed of two or more materials
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- 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
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Panels For Use In Building Construction (AREA)
- Building Environments (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Tents Or Canopies (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
Die Erfindung betrifft einen Raumkasten in Skelettbauweise für Fertighäuser, mit mindestens zwei Wänden, Decke und Boden, der einen zum Metall-Tragskelett gehörenden Bodenrahmen aus Metallträgern mit U-Profil aufweist, deren Längsträger durch quer verlaufende, an der Innenseite der Längsträger befestigte Metallprofile verbunden sind.The invention relates to a box in skeleton construction for prefabricated houses, with at least two Walls, ceiling and floor, a floor frame made of metal girders belonging to the metal supporting skeleton with a U-profile, the longitudinal beams through transverse, on the inside of the longitudinal beams attached metal profiles are connected.
Bei einem bekannten Raumkasten dieser Art (FR-PS 08 062) bestehen die querverlaufenden Metallprofile aus I-Stahl. Zusätzlich sind in den Bodenrahmen Längsbalken eingesetzt, die aus Holz bestehen und zur Befestigung von Dielen dienen, die querliegend auf den Seitenträgern des Rahmens und den hierzu parallelen Längsbalken aufliegen. Dieses Tragskelett ist zwar wegen seines geringen Gewichtes für den Transport des Raumkastens gut geeignet, jedoch ist die Tragfähigkeit des Bodenrahmens für die im Fertigzustand des aus den Raumkästen aufgebauten Fertighauses auftretenden Belastungen nicht immer ausreichend.In a known box of this type (FR-PS 08 062) there are transverse metal profiles made of I-steel. In addition, longitudinal beams made of wood are used in the floor frame Fastening of boards are used, which lie transversely on the side beams of the frame and the parallel ones Rest on the longitudinal beam. This supporting skeleton is because of its low weight for the transport of the Space box well suited, but the load-bearing capacity of the floor frame is for the in the finished state of the The loads that occur in prefabricated houses are not always sufficient.
Der Erfindung liegt die Aufgabe zugrunde, bei einem Raumkasten der eingangs genannten Art die Tragfähigkeit des Raumkastenbodens zu erhöhen und zugleich ein geringes Eigengewicht des Raumkastens zu erreichen.The invention is based on the object of a space box of the type mentioned at the outset, the load-bearing capacity to increase the room box floor and at the same time to achieve a low weight of the room box.
Diese Aufgabe wird gemäß der Erfindung dadurch gelöst, daß die beiden Längsträger des Bodenrahmens durch mehrere zueinander parallele dünne Metallrippen verbunden sind, deren obere Ränder in eine von dem Bodenrahmen eingefaßte Betonbauplatte eingebettet sind.This object is achieved according to the invention in that the two longitudinal members of the floor frame are connected by several parallel thin metal ribs, the upper edges of which in one of the Floor frame edged concrete building board are embedded.
Infolge dieser Konstruktion ist der Bodenrahmen hinsichtlich der aufzunehmenden Last in viele jeweils in
sich geschlossene Rahmen unterteilt, wodurch die Lasten gut aufgenommen werden können. Die Tragfähigkeit
des Bodenrahmens wird zusätzlich durch die von ihm eingefaßte Betonbauplatte erhöht, die ebenfalls in
kleinere, von den Metallträgern und den Metallrippen an allen vier Rändern abgestützte Felder unterteilt ist,
da die oberen Ränder der Metallrippen in diese Betonbauplatte eingebettet sind. Die Betonplatte trägt
ferner zur Versteifung des Raumkastenbodens bei.
Bei einem monolithisch aus Beton hergestelltenAs a result of this construction, the floor frame is divided into many self-contained frames with regard to the load to be absorbed, whereby the loads can be absorbed well. The load-bearing capacity of the floor frame is additionally increased by the concrete building slab enclosed by it, which is also divided into smaller fields supported by the metal girders and the metal ribs on all four edges, since the upper edges of the metal ribs are embedded in this concrete building slab. The concrete slab also contributes to the stiffening of the floor box.
With a monolithic one made of concrete
ίο Raumkasten ist es an sich bekannt. Wände, Boden und Decke durch Längs- und Querrippen in kleine Felder zu unterteilen (FR-PS 13 03 708). Diese Felder werden jedoch ausschließlich durch die Betonrippen gebildet.ίο space box it is known per se. Walls, floor and Divide the ceiling into small fields with longitudinal and transverse ribs (FR-PS 13 03 708). These fields are but formed exclusively by the concrete ribs.
Bei einer in konventioneller Bauweise hergestellten Massivdecke ist es auch bekannt, Lagerhölzer auf Stahlträgern aufzulagern und anschließend einzubetonieren (Zeitschrift »Baurundschau«, 1950, Heft 1, Seite 22). Bei dieser in Ortbeton hergestellten Massivdecke greifen die Lagerhölzer nicht in die Profilträger ein, so daß ein in kleinere Felder unterteilter Rahmen durch diese Bauweise nicht erzielt wird.In the case of a solid ceiling produced in a conventional construction, it is also known to use storage timbers To be supported on steel girders and then to be concreted in place (magazine "Baurundschau", 1950, issue 1, page 22). With this solid ceiling made of in-situ concrete, the timber does not intervene in the profile girders, see above that a subdivided into smaller fields frame is not achieved by this construction.
Weitere Merkmale der Erfindung ergeben sich aus den Unteransprüchen.Further features of the invention emerge from the subclaims.
Einige Ausführungsformen des erfindungsgemäßen Raumkasiens werden im Folgenden anhand der Zeichnungen näher erläutert. Es zeigtSome embodiments of the space casa according to the invention are described below with reference to FIGS Drawings explained in more detail. It shows
Fig. 1 einen Bodenrahmen für einen Raumkasten in perspektivischer Darstellung;
Fig. 2 fined Schnitt längs der Linie U-II in Fig. 1;1 shows a base frame for a space box in a perspective illustration;
Fig. 2 is a section along the line U-II in Fig. 1;
Fig. 3 einen Schnitt längs der Linie III-III in Fig. 1;3 shows a section along the line III-III in FIG. 1;
Fig.4 eine prinzipiell gleich aufgebaute Bodenplatte im Schnitt entsprechend F i g. 2;4 shows a baseplate that is basically constructed in the same way in section according to FIG. 2;
Fig.5 eine ähnlich aufgebaute Bodenplatte im Schnitt entsprechend F i g. 3;5 shows a similarly constructed base plate in section corresponding to FIG. 3;
Fig.6 das Skelett eines Raumkastens mit einer Bodenplatte in perspektivischer Darstellung,6 shows the skeleton of a space box with a base plate in a perspective view,
Fig. 7 ein aus den Raumkästen aufgebautes Fertighaus.
Die Bodenplatte besteht im wesentlichen aus zwei7 shows a prefabricated house constructed from the space boxes.
The base plate consists essentially of two
ίο Längsträgern 18 und 19 und zwei Querträgern 28 und 29, die zu einem starren Rahmen verbunden sind und eine Betonbauplatte 1 einfassen, sowie aus Metallrippen 3. Die Träger 18, 19, 28, 29 sind aus Metall und haben U-Profil. Die Metallrippen 3 bestehen aus Flachmaterial und haben eine Dicke 5, die etwa 3 mm, höchstens aber 5 mm, beträgt. Der obere Rand 6 und der untere Rand 7 jeder Metallrippe 3 ist abgewinkelt. Die oberen Randbereiche sind mit einer Höhenerstreckung 8, die etwa ein Zwölftel der Höhenerstreckung 4 der Metallrippen 3 beträgt, in die Betonbauplatte 1 eingegossen. Die Metallrippen 3 liegen zueinander parallel in Abständen, die etwa 50 cm betragen. Die Abstände sollen nicht größer sein als 100 cm. Die Dicke 2 der Betonbauplatte 1 beträgt 40 mm und soll nicht größer sein als 60 mm. Die Höhenerstreckung 4 der Metallrippen 3 beträgt 12 cm. Der abgewinkelte obere Rand 6 ist etwa 8 mm breit, die Breite des unteren abgewinkelten Randes 7 beträgt etwa 25 mm.ίο side members 18 and 19 and two cross members 28 and 29, which are connected to a rigid frame and enclose a concrete building slab 1, and made of metal ribs 3. The carriers 18, 19, 28, 29 are made of metal and have a U-profile. The metal ribs 3 are made of flat material and have a thickness 5 which is approximately 3 mm, but at most 5 mm. The upper edge 6 and the lower edge 7 each metal rib 3 is angled. The upper edge areas are with a height extension 8, the is approximately one twelfth of the vertical extension 4 of the metal ribs 3 into the concrete building board 1 poured. The metal ribs 3 are parallel to one another at intervals of about 50 cm. the Distances should not be greater than 100 cm. The fat 2 of the concrete building board 1 is 40 mm and should not be larger than 60 mm. The height extension 4 of the Metal ribs 3 is 12 cm. The angled upper edge 6 is about 8 mm wide, the width of the lower angled edge 7 is about 25 mm.
Die Metallrippen 3 und die Metallträger 18 bis 19 sind mit einem korrosionsfesten Material 10 bzw. 26 beschichtet. Die Betonbauplatte 1 ist mit einem aus Drähten 12 und 13 bestehenden Geflecht 11 bewehrt, das mit den oberen Rändern der Metallrippen 3 durch Punktschweißung verbunden ist.The metal ribs 3 and the metal supports 18 to 19 are made of a corrosion-resistant material 10 and 26, respectively coated. The concrete building board 1 is reinforced with a braid 11 consisting of wires 12 and 13, which is connected to the upper edges of the metal ribs 3 by spot welding.
^ Die stirnseitigen Enden der Metallrippen 3 ragen in die offenen Profilseiten der Längsträger 18 und 19 (F i g. 2). Ihre Stirnseiten liegen mit Abstand von den die Schenkel 21 und 22 verbindenden Stegen der Längsträ- ^ The front ends of the metal ribs 3 protrude into the open profile sides of the side members 18 and 19 (FIG. 2). Their end faces are at a distance from the webs of the longitudinal struts connecting the legs 21 and 22
ger, in denen Ausnehmungen 27 zur Aufnahme von Verbindungsgliedern vorgesehen sind, mit denen benachbarte Raumkästen aneinander befestigt werden. Die unteren Ränder 7 der Metallrippen 3 sind auf die unteren Schenkel 21 der zugehörigen längsträger aufgeschweißt.ger, in which recesses 27 are provided for receiving links with which Adjacent room boxes are attached to each other. The lower edges 7 of the metal ribs 3 are on the lower legs 21 of the associated longitudinal members welded on.
Der Bodenrahmen hat eine Breite 30 von etwa 2,5 m und eine Länge 20 von 11,5 m.The floor frame has a width 30 of about 2.5 m and a length 20 of 11.5 m.
Die von den Metallträgern 18, 19, 28, 29 eingefaßte Betonbauplatte 1 erhöht die Tragfähigkeit des Bodenrahmens, hat aber im Verhältnis zur Höhe der Metallrippen i und zur Gesamthöhe des Bodenrahmens eine nur geringe Dicke, so daß das Gewicht der Bodenplatte verhältnismäßig gering ist. Bei der Herstellung der Bodenplatte wird der Rahmen einschließlich der Metallrippen 3 in eine Schalung eingelegt und anschließend Frischbeton eingebracht. Zur Erzielung einer hohen Festigkeit des Betons kann die Schalung gerüttelt werden. Vor dem Einbringen des Betons wird zweckmäßig ein Rostschutzmittel auf die Metallträger 18, 19, 28, 29 und die Metallrippen 3 aufgebracht.The concrete building board 1 enclosed by the metal girders 18, 19, 28, 29 increases the load-bearing capacity of the floor frame, but has only a small thickness in relation to the height of the metal ribs i and the total height of the floor frame, so that the weight of the base plate is relatively low. During the manufacture of the base plate, the frame including the metal ribs 3 is placed in a formwork and then fresh concrete is introduced. The formwork can be shaken to achieve a high level of strength in the concrete. Before the concrete is poured in, a rust inhibitor is expediently applied to the metal supports 18, 19, 28, 29 and the metal ribs 3.
Die Ausführurigsform nach Fig. 4· unterscheidet sich von der beschriebenen Bodenplatte lediglich dadurch, daß die Betonbauplatte 1 mit einer isolierenden Deckschicht 31 versehen ist, die aus Hartpappe bestehend und vor dem Einsetzen des Metallrahmens in die Schalung eingelegt werden kann.The embodiment according to FIG. 4 differs of the floor slab described only in that the concrete construction panel 1 with an insulating Cover layer 31 is provided, which consists of hard cardboard and before the insertion of the metal frame in the formwork can be inserted.
Bei der Ausführungsform nach Fig. 5 sind an der unteren Seite des Bodenrahmens isolierplatten 32 angebracht, die an den abgewinkelten Rändern derIn the embodiment of FIG. 5 are on the lower side of the floor frame insulating panels 32 attached to the angled edges of the
lu Metailrippen 3 festgeklemmt sind.lu metal ribs 3 are clamped.
Fig. 6 zeigt das Skelett eines Raumkastens, dessen Bodenrahmen der beschriebenen Ausführungsform entspricht und dessen oberer Rahmen ebenfalls aus Metalhrägern besteht und über Eckstützen sowie Zwischenstützen mit dem Bodenrahmen starr verbunden ist. Das Metallskelett kann schon während der Vorfertigung mit Wänden versehen werden, so daß vollständige Raumkästen entstehen, die an der Baustelle zum Fertighaus zusammengesetzt werden, wie in F i g. 7 dargestellt ist. Dieses Fertighaus besteht aus fünf nebeneinander angeordneten Raumkästen.Fig. 6 shows the skeleton of a space box, the The base frame corresponds to the embodiment described and its upper frame also consists of There is metal support and is rigidly connected to the floor frame via corner supports and intermediate supports is. The metal skeleton can be provided with walls during the prefabrication so that complete space boxes arise, which are assembled at the construction site to form the prefabricated house, as shown in FIG. 7th is shown. This prefabricated house consists of five space boxes arranged side by side.
Hierzu 4 Blatt ZeichnungenFor this purpose 4 sheets of drawings
Claims (5)
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NL298902A NL141951B (en) | 1963-10-07 | 1963-10-07 | PRE-MADE ELEMENT FOR A FLOOR OR ROOF. |
| NL6401392A NL6401392A (en) | 1963-10-07 | 1964-02-17 | |
| NL6401393A NL6401393A (en) | 1963-10-07 | 1964-02-17 | |
| NL6401391A NL6401391A (en) | 1963-10-07 | 1964-02-17 | |
| NL6403369A NL6403369A (en) | 1963-10-07 | 1964-03-27 |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| DE1709403A1 DE1709403A1 (en) | 1974-02-28 |
| DE1709403B2 true DE1709403B2 (en) | 1978-04-06 |
| DE1709403C3 DE1709403C3 (en) | 1978-11-23 |
Family
ID=27532440
Family Applications (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DE19641709404 Pending DE1709404A1 (en) | 1963-10-07 | 1964-10-06 | SPACE BOX |
| DE19641709405 Pending DE1709405A1 (en) | 1963-10-07 | 1964-10-06 | SPACE BOX |
| DE19641509028 Pending DE1509028A1 (en) | 1963-10-07 | 1964-10-06 | Precast component |
| DE1709403A Expired DE1709403C3 (en) | 1963-10-07 | 1964-10-06 | Space box in skeleton construction |
| DE1559282A Expired DE1559282C3 (en) | 1963-10-07 | 1965-02-05 | Space box for assembling a prefabricated house |
| DE19651559441 Pending DE1559441A1 (en) | 1963-10-07 | 1965-02-05 | Prefabricated small building |
Family Applications Before (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DE19641709404 Pending DE1709404A1 (en) | 1963-10-07 | 1964-10-06 | SPACE BOX |
| DE19641709405 Pending DE1709405A1 (en) | 1963-10-07 | 1964-10-06 | SPACE BOX |
| DE19641509028 Pending DE1509028A1 (en) | 1963-10-07 | 1964-10-06 | Precast component |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DE1559282A Expired DE1559282C3 (en) | 1963-10-07 | 1965-02-05 | Space box for assembling a prefabricated house |
| DE19651559441 Pending DE1559441A1 (en) | 1963-10-07 | 1965-02-05 | Prefabricated small building |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US3484999A (en) |
| BE (1) | BE653092A (en) |
| CH (1) | CH491259A (en) |
| DE (6) | DE1709404A1 (en) |
| GB (1) | GB1098003A (en) |
| NL (4) | NL6401391A (en) |
Families Citing this family (47)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH469152A (en) * | 1967-02-01 | 1969-02-28 | Furter Oskar | Industrially manufactured component that forms a spatial unit |
| US4068430A (en) * | 1970-05-01 | 1978-01-17 | Lely Cornelis V D | Prefabricated box-shaped structural section |
| US3772834A (en) * | 1971-01-15 | 1973-11-20 | Industrialized Systems Corp | Modular multiple-unit building construction |
| BE794042A (en) * | 1972-01-17 | 1973-05-02 | Lely Nv C Van Der | BUILDING IN PARTICULAR A HOUSE WITH AT LEAST TWO RESIDENTIAL LEVELS |
| CA1010624A (en) * | 1972-02-28 | 1977-05-24 | Texas Industries Inc. (A Limited Liability Company) | Prefabricated, space-bounding building sections and method of erecting a building from said sections |
| NL7211388A (en) * | 1972-08-21 | 1974-02-25 | ||
| US3818655A (en) * | 1972-08-21 | 1974-06-25 | Thermo Kinetics Inc | Conditioning unit with modular construction |
| US4077170A (en) * | 1972-11-17 | 1978-03-07 | Lely Cornelis V D | Prefabricated structural elements, and box-shaped building sections formed from such elements |
| IT1069273B (en) * | 1976-10-08 | 1985-03-25 | Vitalini Alberto | Prefabricated prismatic building structure - has upper base defining lip which overhangs inside dimensions of supporting pillars and lower base and supports prefabricated flooring |
| US4211043A (en) * | 1978-01-06 | 1980-07-08 | Coday Jerry F | Precast concrete building module form |
| DE2808892A1 (en) * | 1978-03-02 | 1979-09-13 | Famatex Gmbh Fabrik Fuer Texti | Vertical stenter chain clips - with the clip pivot below fabric to maintain position of fabric edge |
| IT1094069B (en) * | 1978-04-18 | 1985-07-26 | Muriotto Angelo | PROCEDURE FOR THE PRODUCTION OF PREFABRICATED PANELS AND THREE-DIMENSIONAL ELEMENTS AND PRODUCTS OBTAINED BY SUCH PROCEDURE |
| GR73603B (en) * | 1978-12-11 | 1984-03-26 | Wybauw Jacques | |
| FR2453955A1 (en) * | 1979-04-10 | 1980-11-07 | Ing Coordination Const | Prefabricated frame metal panel for beam and slab floor - uses lattice joists to locate wire mesh under soffit to form in-situ concrete slab |
| DE8206333U1 (en) * | 1982-03-06 | 1982-07-22 | Ytong AG, 8000 München | BUILDING PLATE |
| US4545159A (en) * | 1983-06-14 | 1985-10-08 | Polyfab S.A.R.L. | Modular building system and building modules therefor |
| US4546530A (en) * | 1983-06-14 | 1985-10-15 | Polyfab S.A.R.L. | Method for producing a modular building unit |
| US4545169A (en) * | 1983-06-14 | 1985-10-08 | Polyfab S.A.R.L. | Prefabricated transportable concrete floor system and method for producing same |
| US4545158A (en) * | 1983-06-14 | 1985-10-08 | Polyfab S.A.R.L. | Interior wall structure for a transportable building module |
| US4649682A (en) * | 1984-07-23 | 1987-03-17 | Barrett Jr Dave D | Prefabricated building panel and method |
| DE3522248A1 (en) * | 1985-06-21 | 1987-01-02 | Monforts Gmbh & Co A | CLUTCH CHAIN LINK OF A TENSIONER |
| DE3529683A1 (en) * | 1985-08-20 | 1987-02-26 | Monforts Gmbh & Co A | TENSION FRAME CHAIN |
| DE3541310A1 (en) * | 1985-11-22 | 1987-06-04 | Droese Siegfried Dr Ing | Reinforcement for reinforced-concrete structural parts |
| DE3610105C2 (en) * | 1986-03-26 | 1994-02-03 | Kolb Gmbh & Co Hans | Clip for stretching and stretching machines |
| DE3736869A1 (en) * | 1987-10-30 | 1989-05-11 | Kolb Gmbh & Co Hans | CLAMP FOR TEXTILE PROCESSING MACHINES |
| US4972537A (en) * | 1989-06-05 | 1990-11-27 | Slaw Sr Robert A | Orthogonally composite prefabricated structural slabs |
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| DE19960628A1 (en) * | 1999-12-16 | 2001-07-05 | Georg Lauser | Floor structure for building modules or prefabricates concretes underside-insulated concrete slab onto underpinning steel girder resting spaced on steel chock-supports bearing on ground or strip foundation. |
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| CA2532736C (en) * | 2003-07-21 | 2012-04-17 | Ecolite International, Inc. | Composite building panel and method of making composite building panel |
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| US20070144093A1 (en) * | 2005-07-06 | 2007-06-28 | Messenger Harold G | Method and apparatus for fabricating a low density wall panel with interior surface finished |
| US20080104913A1 (en) * | 2006-07-05 | 2008-05-08 | Oldcastle Precast, Inc. | Lightweight Concrete Wall Panel With Metallic Studs |
| KR100976847B1 (en) * | 2008-02-18 | 2010-08-20 | (주)써포텍 | Prefabricated Precast Concrete Perforated and Crosslinked Structures |
| KR101656039B1 (en) * | 2015-01-29 | 2016-09-08 | 주식회사 얼반테이너 | Container module for construction having fireproof floor slab and structure including the same |
| US11299886B2 (en) * | 2019-04-24 | 2022-04-12 | Protectiflex, LLC | Composite stud wall panel assembly |
| CN111779183A (en) * | 2020-08-10 | 2020-10-16 | 中盛节能科技有限公司 | Cement-based back lining with heat reflection capacity and manufacturing method thereof |
| CN112962843A (en) * | 2021-02-18 | 2021-06-15 | 重庆正扬泰新材料有限公司 | Construction method for assembling construction sound insulation heat preservation form-removal-free concrete floor |
| JP7797033B2 (en) * | 2021-10-28 | 2026-01-13 | 合同会社無限 | Precast concrete roof panels, roofs made of roof panels, and three-dimensional structures including roofs |
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|---|---|---|---|---|
| US765009A (en) * | 1904-02-15 | 1904-07-12 | James B Hinchman | Fireproof construction. |
| US1245395A (en) * | 1916-04-03 | 1917-11-06 | Edward Smulski | Concrete-reinforcing means. |
| US1360979A (en) * | 1918-04-01 | 1920-11-30 | Gertrude F Stewart | Reinforced building construction |
| US2074721A (en) * | 1932-08-08 | 1937-03-23 | Erdmann Konard | Building element |
| US1997809A (en) * | 1933-04-12 | 1935-04-16 | Cole Harry | Building construction |
| US2167208A (en) * | 1937-02-03 | 1939-07-25 | Meier G Hilpert | Floor or roof construction |
| US2235001A (en) * | 1938-08-24 | 1941-03-18 | Charles T Allen | Method for the production of composite sectional building units |
| GB604487A (en) * | 1945-11-26 | 1948-07-05 | Henry Mcaskill Hay | Improvements relating to supporting building boards |
| US2703003A (en) * | 1947-07-28 | 1955-03-01 | Frederick H Ruppel | Wall panel |
| US2934934A (en) * | 1957-06-06 | 1960-05-03 | Henry A Berliner | Construction panel |
| US2969619A (en) * | 1958-09-15 | 1961-01-31 | Didrick Edward John | Reinforced hollow concrete building panel |
| US3245185A (en) * | 1963-04-02 | 1966-04-12 | Donald R Rowe | Building panels |
-
1964
- 1964-02-17 NL NL6401391A patent/NL6401391A/xx unknown
- 1964-02-17 NL NL6401392A patent/NL6401392A/xx unknown
- 1964-02-17 NL NL6401393A patent/NL6401393A/xx unknown
- 1964-03-27 NL NL6403369A patent/NL6403369A/xx unknown
- 1964-09-15 BE BE653092D patent/BE653092A/xx unknown
- 1964-10-01 CH CH1276264A patent/CH491259A/en not_active IP Right Cessation
- 1964-10-06 DE DE19641709404 patent/DE1709404A1/en active Pending
- 1964-10-06 DE DE19641709405 patent/DE1709405A1/en active Pending
- 1964-10-06 DE DE19641509028 patent/DE1509028A1/en active Pending
- 1964-10-06 DE DE1709403A patent/DE1709403C3/en not_active Expired
-
1965
- 1965-02-01 GB GB4355/65A patent/GB1098003A/en not_active Expired
- 1965-02-05 DE DE1559282A patent/DE1559282C3/en not_active Expired
- 1965-02-05 DE DE19651559441 patent/DE1559441A1/en active Pending
-
1968
- 1968-08-14 US US757204A patent/US3484999A/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| NL6401393A (en) | 1965-08-18 |
| NL6401392A (en) | 1965-08-18 |
| GB1098003A (en) | 1968-01-03 |
| DE1709403A1 (en) | 1974-02-28 |
| DE1709404A1 (en) | 1973-09-20 |
| DE1709403C3 (en) | 1978-11-23 |
| DE1509028A1 (en) | 1969-02-27 |
| DE1559282A1 (en) | 1969-09-11 |
| DE1559282C3 (en) | 1975-05-07 |
| DE1559282B2 (en) | 1974-08-29 |
| DE1559441A1 (en) | 1969-09-11 |
| NL6401391A (en) | 1965-08-18 |
| NL6403369A (en) | 1965-09-28 |
| US3484999A (en) | 1969-12-23 |
| DE1709405A1 (en) | 1973-09-20 |
| CH491259A (en) | 1970-05-31 |
| BE653092A (en) | 1964-12-31 |
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Legal Events
| Date | Code | Title | Description |
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| C3 | Grant after two publication steps (3rd publication) | ||
| 8339 | Ceased/non-payment of the annual fee |