EP0072839B1 - Veränderliche bauwerkskonstruktion - Google Patents

Veränderliche bauwerkskonstruktion Download PDF

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Publication number
EP0072839B1
EP0072839B1 EP82900656A EP82900656A EP0072839B1 EP 0072839 B1 EP0072839 B1 EP 0072839B1 EP 82900656 A EP82900656 A EP 82900656A EP 82900656 A EP82900656 A EP 82900656A EP 0072839 B1 EP0072839 B1 EP 0072839B1
Authority
EP
European Patent Office
Prior art keywords
panels
beams
cross
room
along
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
Application number
EP82900656A
Other languages
English (en)
French (fr)
Other versions
EP0072839A1 (de
EP0072839A4 (de
Inventor
István DOBOS
Gyula Kovacs
Vilmos Szanto
Károly VAMOS
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Familit Epitoe Egyesueles Te Debrecen Hongarije
Original Assignee
FERUNION MUSZAKI KULKERESKEDELMI VALLALAT
Familit Epito Egyesueles
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by FERUNION MUSZAKI KULKERESKEDELMI VALLALAT, Familit Epito Egyesueles filed Critical FERUNION MUSZAKI KULKERESKEDELMI VALLALAT
Priority to AT82900656T priority Critical patent/ATE14464T1/de
Publication of EP0072839A1 publication Critical patent/EP0072839A1/de
Publication of EP0072839A4 publication Critical patent/EP0072839A4/de
Application granted granted Critical
Publication of EP0072839B1 publication Critical patent/EP0072839B1/de
Expired legal-status Critical Current

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Classifications

    • 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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/14—Telephone cabinets
    • 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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails

Definitions

  • the invention relates to a variable building ' construction which can preferably be used for buildings with small number of stories, e.g. for family houses, terrace houses or row houses, . communal buildings such as nurseries, garages, but for garret-space flats, too.
  • variable building constructions of this kind have a foundation, outer wall and m room dividing panels and holders for them as well as bottom and room ceiling members.
  • the outer wall, room dividing, room ceiling and bottom members are formed as panels having the same dimensions as a basic module. They can eventually have openings for doors and/or windows.
  • the panels for the same purpose and with the same function are interchangeable. They are provided with parts and/or with auxiliary elements for connecting the adjacent panels.
  • the prior art panels are formed as sandwich-type elements having an intermediate layer, preferably for heat insulation, which is arranged between two stable covering plates.
  • the covering plates and the intermediate layer are mounted together by means of a frame made of longitudinal beams and cross-beams. These metallic beams may have a U-like cross section to receive a wooden feather ledge for connecting adjacent outer wall panels (FR-A-1 500 972) by a groove-feather connection and serve at the same time as the load bearing structure of the panels.
  • the frames are made of wood and formed with a circumferential groove to receive a feather ledge along the longitudinal beams of adjacent outer wall panels and the T-rib of an upper metallic beam of T-shaped cross section and a feather rib of a lower wooden transom, respectively, along the cross-beams of the frames.
  • the vertical corners of the building are realised by posts formed with feather ledges for insertion into the grooves of the longitudinal beams of the contiguous outer wall panels.
  • the upper metallic beams consist of different beam sections which are braced with each other for a mutual tight bracing of the outer wall panels.
  • a variable building construction according to the introduction part of claim 1 is known (DE-A-1434002) in which the cover plates of the outer wall panels can be made of asbestos cement and the cross-beams and longitudinal beams forming the frames of the panels are made of a plastic material reinforced by fibres.
  • the upper beams form a connecting frame at the circumference of the building to hold the outer walls constructed by the outer wall panels together.
  • the contiguous panels at the vertical corners of the building are assembled by a corner bond without using outer corner posts.
  • the grooves of the panels extending continuously even round the panel corners, the panels set on the lower transoms can be displaced in the longitudinal direction thereof and are not held in a defined position during the erection of the building. Accordingly, an additional mounting and bracing construction is required for the erection of the building for a close assemblance of the outer wall panels.
  • the main object of the invention is to develop a variable building construction with elements having small weight and providing the possibility of easy transporting, manufacturing, mounting and handling.
  • Claim 2 gives an embodiment of the invention.
  • the load bearing structure i.e. the frame, and the cover walls of the panels are made of a light-weight material on silicate base, preferably of cement, perlite and asbestos by casting, to enable an easy handling of the panels and a use of additional fasteners like woodscrews and to increase the resistivity against fungus, rodents and other parasites, against humidity and other atmospherical influences.
  • the panels of the outer walls, the room dividing walls and the ceiling wall all are manufactured and built together in the same structural way.
  • the panels can firmly be assembled in their definite position during the erection of the building.
  • These fixing seats can be formed by eliminating or removing a given part of the ribs of the upper guide beams and of the lower transoms engaging into the connecting groove.
  • the dimension of the fixing seats in the longitudinal direction of the upper beam and of the lower transom corresponds to the common cross- sectional dimension of the longitudinal beams of the panels to be seated in this longitudinal direction.
  • FIG. 1 a front view of an outer wall panel K can be seen.
  • This outer wall panel K has a frame (1a, 1b) formed as the load bearing structure of the panel and cover plates 2 fixed to the frame (figs. 2, 3).
  • the frame is constructed with longitudinal beams 1a and crossbeams 1b. Between the cover plates 2, insulating layer 3, and along the inner side of one of cover plates 2 at least one layer 5 against steam condensation are arranged.
  • outer cover plate 2 of outer wall panel K is coated with a water impermeable plastic coating 6.
  • the longitudinal beams 1 a of the panels have a connecting groove 4 formed by the longitudinal beams 1a having a U-like cross-section. These connecting grooves 4 of adjacent panels form a ditch-like closed space.
  • a rib 20a of lower transom 20 projects into crossbeam 1b which has similarly a U-like cross-section.
  • the panel is fixed in its position.
  • a part of rib 20a is removed where a fixing seat 24 is formed.
  • the panel is erected for sitting in this fixing seat 24.
  • In the fixing seat 24 there is a place enough for the longitudinal beams 1a a of adjacent panels.
  • a cross-section of outer wall panel K is shown in a greater scale.
  • cover plates 2 are placed on the outer side of longitudinal beams 1a having a U-like cross-section.
  • frame 1a, 1b being the load bearing structure and cover plates 2 are made of a mixture of cement and asbestos, and eventually, perlite. Therefore, they have a small weight and can be processed in an easy way.
  • a layer 5 against steam condensation is provided in the form of e.g. plastic or bituminous plate, whilst intermediate insulating layer 3 is formed as a foam e.g. on polystyrene base.
  • Outer wall panel K of fig. 5 has a similar structure as it is clearly apparent from fig. 5.
  • the cross-section of longitudinal beam 1a the U-like cross-section is substituted by a rectangular cross-section.
  • auxiliary plates 2a are placed at the inside of cover plates 2 nearby to frame 1.
  • the connecting groove 4 is formed in this case between auxiliary plates 2a projecting outwardly beyond frame, i.e. of longitudinal beams 1a.
  • FIG. 6 In figs. 6 and 7, two embodiments of room dividing panels B are shown in a somewhat greater scale.
  • the beams 1a, 1b, of the frame In fig. 6, the beams 1a, 1b, of the frame have a U-like cross-section, whilst in fig. 7 they have a rectangular cross-section.
  • Insulating layer 3 can be similar to that of outer wall panels K but here, it has the function of a silencer or sound lock rather than a heat insulator as with outer wall panel K.
  • layer 5 against steam condensation is not needed.
  • a sealing or packing ribbon 8 is inserted beneath feather ledge 7, the interstices or joints between the edges of cover plates 2 of the adjacent panels are closed up by a sealing or packing strip 9.
  • Inserted feather ledge 7 is here made of wood and sealing ribbon 8 and sealing strip 9 are made of plastic. The latter has an air-tightening function.
  • the outer wall panels K have a layer 5 against steam condensation and, on their outer surface, a water impermeable plastic coating 6, too.
  • Plastic coating 6 is in most cases applied during the erection of the building, thus, the problem of joining plastic coating of adjacent panels does not arise.
  • a junction of two adjacent outer wall panels K and a room dividing panel B is shown.
  • Fig. 10 shows a horizontal cross-section of the junction. The one shown in fig. 9 is completed by a feather ledge 10 at the joint of inner cover plates 2 of outer wall panels K and inserted into the groove formed by longitudinal beam 1a of room dividing panel B.
  • Sealing ribbon 8 is also inserted here and the joints between room dividing panel B and outer panels K are covered by cover border 11.
  • the cover borders 11 are fixed to longitudinal beams 1a of room limiting panels K by means of wood screws 12.
  • frames 1a, 1b and cover plates 2 made of a mixture of asbestos, cement and perlite can be treated as wood, nothing sets a bar of using screw-joints.
  • wood screws 12 can be used for fixing the edges of cover plates 2 to frame 1a, 1 b and inserted feather ledge 7 as shown in fig. 9.
  • outer wall panel K is connected to a foundation body 18 with the help of the lower transom 20.
  • a rib 20a of lower transom 20 projects into cross-beam 1b, having a U-like cross-section, of outer wall panel K.
  • an anchor member 15 is connected which is fixed in nest 17 formed in foundation body 18.
  • Nest 17 is filled out after inserting anchor member 15 with a post- hardening material.
  • a force transmitting connection is provided between outer wall panels K and foundation body 18.
  • foundation body 18 and lower transom 20 can be inserted above layer 5 against steam condensation made of plastic or bituminous plate.
  • the upper edge of foundation body 18 can be closed up by a rain shield 16 fixed to outer wall panel K and/or to lower transom 20.
  • An auxiliary bottom sill 23 can be arranged between the platform 22 of the building and the foundation body 18 if required, the form of which can correspond to the function of the building.
  • a junction of outer wall panel K and a room ceiling panel L is illustrated in cross-section. Additionally, also the junction of two adjacent room ceiling panels L is shown. A rib 14a of upper guide beam 14 projects into longitudinal beam 1a of outer wall panel K.
  • Rib 14a has a manyfold function. At first, it prevents the horizontal displacement of outer wall panel K and, secondly, it also transfers the loads coming from room ceiling panels L. In the point of junction, a fixing member 19 made of metal of room ceiling panel L is provided, which blocks a lifting of room ceiling panel L.
  • the frames of room ceiling panels L are assembled from longitudinal beams 1a and cross- beams 1b having a rectangular cross-section. As with outer wall panels K and room dividing panels B, a force transmitting connection is provided between cross-beams 1 by means of inserted feather ledge 7. On the top of room ceiling panels L, a shell plating is arranged by an auxiliary insulating blanket 3a protected by an auxiliary layer 5a against steam condensation.
  • a ceiling beam 21 is arranged between adjacent room ceiling panels L, to which inner cover plates 2 of room ceiling panels L, feather ledge 10 of room dividing panel B and cover borders 11 a are fixed.
  • cover plates 2 of the panels are fixed to the frames 1 a, 1 b by way of joint elements applicable from one side, e.g. by so-called pop- rivets, and/or by adhering.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Building Environments (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Claims (2)

1. Variable Gebäudekonstruktion für Gebäude mit einer kleinen Anzahl von Geschossen, mit als Schichtplatten ausgebildeten Außenwandtafeln (K) gleicher Grundabmessungen mit einem Rahmen, von welchem die Lasttragstruktur der Tafeln (K) gebildet wird und welcher aus Querträgern (1 b) entlang seiner kürzeren Kanten und aus Längsträgern (1a) entlang seiner längeren Kanten zusammengesetzt ist, wobei der Rahmen zwischen zwei stabilen Deckplatten (2) aus einem unbrennbaren Leichtbaumaterial auf Silikatbasis angeordnet ist, einer Mittelschicht (3), die zwischen den Deckplatten (2) angeordnet ist, wobei eine Befestigungsnut (4) entlang den Querträgen (1b) und den Längsträgern (1a) an dem Umfang der Tafeln (K) ausgebildet ist und benachbarte Tafeln K mittels einer Nutfeder (7) miteinander verbunden sind, die in die Befestigungsnuten (4) benachbarter Tafeln (K) entlang ihren Längsträgern eingesetzt ist, wobei obere Träger (14) von welchen die Raumdecke getragen wird, und untere Balken 20, die von dem Fundament (18) des Gebäudes abgestützt werden, in die Nuten (4) der Tafeln (K) entlang den Querträgern (1b) derselben eingreifen, und mit als Schichtplatten ausgebildeten Raumunterteilungswänden in dem Gebäude, dadurch gekennzeichnet, daß auch die Längsträger (1a) und die Querträger (1 b) der Rahmen aus dem Leichtbaumaterial auf Silikatbasis hergestellt sind, das wie Holz schneidbar ist, daß die oberen Träger (14) und die unteren Balken (20) einen T-förmigen Querschnitt haben und mit ihrem T-Steg (14a, 20a) in die Nut (4) der Tafeln (K) entlang den Querträgern (1b) derselben eingreifen und ausgesparte Befestigungssitze (24) in ihren T-Stegen (14a, 20a) für das Eingreifen der benachbarten Längsträger (1a) der Rahmen der benachbarten Tafeln (K) aufweisen, daß an den vertikalen Ecken des Gebäudes Pfosten (13) angeordnet sind, die Nutfedern (10) zum Eingreifen in die Nut (4) entlang den Längsträgern (1a) der Rahmen aneinandergrenzenderTafeln (K) aufweisen, und daß die Raumunterteilungswände und die Raumdecke ebenfalls aus Tafeln (B, L) gleicher Grundabmessungen und der Art der Außenwandtafeln (K) bestehen, wobei Nutfedern (10) an den Deckentafeln (L) und dem Boden des Raumes und an den Außenwandtafeln (K) zum Eingreifen in die Nuten (4) der Raumunterteilungstafeln (B) befestigt sind.
2. Variable Gebäudekonstruktion nach Anspruch 1, dadurch gekennzeichnet, daß ein Dichtungsband (8) zwischen den Rahmen (1a, 1b) der Tafeln (B, K, L) und den Nutfedern (7, 10) bzw. den T-Stegen (14a, 20a) eingesetzt ist.
EP82900656A 1981-02-19 1982-02-19 Veränderliche bauwerkskonstruktion Expired EP0072839B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82900656T ATE14464T1 (de) 1981-02-19 1982-02-19 Veraenderliche bauwerkskonstruktion.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
HU40281 1981-02-19
HU40281A HU183339B (en) 1981-02-19 1981-02-19 Variable building construction

Publications (3)

Publication Number Publication Date
EP0072839A1 EP0072839A1 (de) 1983-03-02
EP0072839A4 EP0072839A4 (de) 1983-07-04
EP0072839B1 true EP0072839B1 (de) 1985-07-24

Family

ID=10949455

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82900656A Expired EP0072839B1 (de) 1981-02-19 1982-02-19 Veränderliche bauwerkskonstruktion

Country Status (5)

Country Link
EP (1) EP0072839B1 (de)
JP (1) JPS58500207A (de)
DE (1) DE3264823D1 (de)
HU (1) HU183339B (de)
WO (1) WO1982002915A1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4329413A1 (de) * 1993-09-01 1995-03-02 Zorbedo Sa Holz-Montage-Bausystem aus ganztragenden und raumschließenden Raster-Holz-Bauelementen
EP2239383A2 (de) 2009-04-09 2010-10-13 Fischer Projektmanagement GmbH Variable Gebäudekonstruktion für Holzhäuser

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT390U1 (de) * 1993-05-14 1995-09-25 Z Miroslav Ein montiertes objekt
AT405660B (de) * 1997-07-08 1999-10-25 Kaufmann Anton Gebäude
DE20303904U1 (de) 2003-03-12 2004-04-29 Schmidt, Hermann Bausatz zur Erzeugung eines Gebäudes
DE102012021898A1 (de) 2012-11-09 2014-05-15 Josef Aman Gebäude
RU2535866C1 (ru) * 2013-10-09 2014-12-20 Автономная некоммерческая организация научно-технический парк Оренбургского государственного университета "Технопарк ОГУ" (АНО "Технопарк ОГУ") Клеедощатая панель для сейсмостойкого строительства
NZ623697A (en) * 2014-04-10 2014-05-30 Eric Hay Keith Structural connectors relating to walls and wall panels
DE202019102611U1 (de) 2018-07-04 2019-07-03 Brüninghoff Holz GmbH & Co. KG Trockenbau-Wandsystem
GB2588239A (en) 2019-10-18 2021-04-21 Trieste Group One Ltd An acoustic seal and a sound proof booth comprising the same
WO2020178583A1 (en) 2019-03-06 2020-09-10 Trieste Group One Ltd A booth and an acoustic seal
GB2581995B (en) * 2019-03-06 2021-08-04 Trieste Group One Ltd A booth

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Publication number Priority date Publication date Assignee Title
FR1543967A (fr) * 1900-01-01 Ind D Soule Ets Bâtiment préfabriqué sans charpente
US2856039A (en) * 1954-03-04 1958-10-14 Harold G Hawkinson Building construction
DE1434002A1 (de) * 1962-04-21 1968-10-31 Möller, Hans Günter, 2870 Delmenhorst Bauwerk mit aus lotrecht aufgestellten miteinander verbundenen Wandplatten bestehenden Aussenwaenden
FR1500972A (fr) * 1966-08-23 1967-11-10 Panneaux préfabriqués pour constructions économiques
US3712004A (en) * 1970-10-12 1973-01-23 V Loebsack Building construction system
AU472993B2 (en) * 1972-05-30 1976-06-10 L. TIMBROOK anda. LYNN CASTLE ROBERT Rectangular structural members
US3832812A (en) * 1972-06-06 1974-09-03 Annapolis Yacht Yard Inc Fire retardant insulated modular building panels
FR2255433A1 (en) * 1973-12-19 1975-07-18 Saunier Jean Pierre Modular prefabricated building system - with bonded slat and groove joints
FR2325773A1 (fr) * 1975-09-29 1977-04-22 Trubert Marc Construction prefabriquee de type modulaire
SU690132A1 (ru) * 1977-03-15 1979-10-05 Государственный Союзный Производственный Трест Передвижных Электростанций Сборно-разборна передвижна электростанци
DE7921206U1 (de) * 1978-08-08 1979-11-22 Intercamp S.P.A., Volvera, Turin (Italien) Fertigwand aus vorgefertigten moduleinheiten

Non-Patent Citations (1)

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Title
A.Sh. DEKHTJER "Oblegchennye konstruktsii metallicheskikh sten promyshlennykh zdaniy", publ. 1979, Stroiizdat, Moscow, pages 27-29, 58, 62 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4329413A1 (de) * 1993-09-01 1995-03-02 Zorbedo Sa Holz-Montage-Bausystem aus ganztragenden und raumschließenden Raster-Holz-Bauelementen
EP2239383A2 (de) 2009-04-09 2010-10-13 Fischer Projektmanagement GmbH Variable Gebäudekonstruktion für Holzhäuser
DE102009017185A1 (de) 2009-04-09 2010-10-14 Fischer Projektmanagement Gmbh Variable Gebäudekonstruktion für Holzhäuser
EP2239383A3 (de) * 2009-04-09 2012-08-15 Fischer Projektmanagement GmbH Variable Gebäudekonstruktion für Holzhäuser

Also Published As

Publication number Publication date
HU183339B (en) 1984-04-28
EP0072839A1 (de) 1983-03-02
EP0072839A4 (de) 1983-07-04
DE3264823D1 (en) 1985-08-29
WO1982002915A1 (en) 1982-09-02
JPS58500207A (ja) 1983-02-10

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