EP0072839A1 - Construction variable d'immeuble. - Google Patents

Construction variable d'immeuble.

Info

Publication number
EP0072839A1
EP0072839A1 EP82900656A EP82900656A EP0072839A1 EP 0072839 A1 EP0072839 A1 EP 0072839A1 EP 82900656 A EP82900656 A EP 82900656A EP 82900656 A EP82900656 A EP 82900656A EP 0072839 A1 EP0072839 A1 EP 0072839A1
Authority
EP
European Patent Office
Prior art keywords
panels
space
limiting
building construction
cross
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
Application number
EP82900656A
Other languages
German (de)
English (en)
Other versions
EP0072839B1 (fr
EP0072839A4 (fr
Inventor
Istvan Dobos
Gyula Kovacs
Vilmos Szanto
Karoly 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
"ERDERT" ERDOGAZDASAGI ES FAIPARI TERMEKEKET ERTEKESITO ES FELDOLGOZO VALLALAT
ERDERT ERDOGAZDASAGI ES FAIPAR
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 "ERDERT" ERDOGAZDASAGI ES FAIPARI TERMEKEKET ERTEKESITO ES FELDOLGOZO VALLALAT, ERDERT ERDOGAZDASAGI ES FAIPAR filed Critical "ERDERT" ERDOGAZDASAGI ES FAIPARI TERMEKEKET ERTEKESITO ES FELDOLGOZO VALLALAT
Priority to AT82900656T priority Critical patent/ATE14464T1/de
Publication of EP0072839A1 publication Critical patent/EP0072839A1/fr
Publication of EP0072839A4 publication Critical patent/EP0072839A4/fr
Application granted granted Critical
Publication of EP0072839B1 publication Critical patent/EP0072839B1/fr
Expired legal-status Critical Current

Links

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 have a foundation, space limiting and space dividing panels and holders for them as well as platform and space covering members, too.
  • the space limiting, space dividing, space covering and platform members are formed as panels having the same measurements as a basic module. They can eventually have openings for doors and/or windows, too.
  • 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 panels in the previously known solutions axe formed as sandwich-type elements having an intermediate layer, preferably for heat insulation which are arranged between two stable limiting plates.
  • the limiting plates and the intermediate layer are mounted together with the aid of a frame made of longitudinal beams and cross-beams. These beams have a U-like cross section and serve at the same time as the load bearing structure of the panels.
  • the known building constructions are mounted together from such panels by way of detachable connection, thus, the variability of the building structure is provided.
  • the houses built as mentioned above are made for eternity, they cannot be broken down and built up on an other place. When these houses are broken down, they are demolished and even the building material contained in it cannot be used for further purposes.
  • prefabricated panels made usually of concrete or more rarely of metal are used in ever increasing circle for buildings mentioned in the introduction, especially for motels, nurseries, garages and other service or communal buildings.
  • the houses can be erected by using these panels with small work demand, quickly and they can be demounted in a quiet, easy way and with a small danger of demolishing them.
  • the panels made of metal can easily be moved, have a small weight relative to their load bearing capacity, for their fabrication, however, great skill, good tools and machine are required.
  • the panels made of wood can even nowadays find application for the buildings mentioned in the introduction, since they have a small weight, can easily be fabricated and mounted.
  • the main object of our invention is to eliminate the above mentioned defficiencies in connection with the known types of variable building constructions and to develop a structure with elements having small weight and providing the possibility of easy transporting, manufacturing, mounting and handling.
  • Further object of this invention is to increase the resistance against fungus, rodents and other parasites, against humidity and other atmospherical influences.
  • Another object of our invention is to provide the possibility, of easy demounting without the danger of damaging the elements. Furthermore, the elements should be manufactured and built together in the same structural way.
  • the idea serves as basis that the load bearing structure, the frame and the limiting walls of the elements should be made on silicate base, preferably of cement, pearlite and asbestos by casting, and, furthermore, the panels should be formed as panels with unified measurements.
  • the longitudinal beams and. the cross beams, which form together the frame, as well as the limiting plates of the panels are made of non-comburent material on silicate base which is resistance against fungus, insects, parasites and atmospherical influences.
  • the panels have cement as binder and are cutable like wood and are preferably made by mould casting.
  • a connecting groove is formed by emerging the limiting plates out of the frame or by arranging the longitudinal beams and the cross-beams having a U-like cross-section so that the U is outwardly open.
  • the adjacent panels are connected to each other by the help of connecting grooves shaped for this purpose.
  • a lath or slat is inserted along the longitudinal beams.
  • an upper guide beam on the top of the panel and a lower transom on the bottom of it are inserted for guiding the longitudinal cross-beams and, thus , preventing the horizontal displacement of the panel and for spreading the load coming from space covering panel on the foundation body and, at the same time, tackling the longitudinal beams of the panel.
  • the upper guide beam and the lower transom have preferably a T-like cross-section.
  • an upper floor beam and for the connection with the space covering panels and an auxiliary bottom sill for the connection with the platform of the building and/or with the foundation body as well as auxiliary connecting members such as angle stanchions and/or auxiliary groove laths are provided at the connection of the space limiting panels to each other in different planes or to the space dividing panels, and, preferably, at the connection of the space dividing panels to each other along a vertical edge.
  • a fixing nest is formed in the upper guide beam and in the lower transom for engaging and tackling the longitudinal beams of the frames of the space limiting panels.
  • These fixing nests can be formed by eliminating or removing a given part of ribs of the upper guide beams and the lower transoms engaging with the connecting groove.
  • the measurement in direction of the fixing nest of the upper guide beam or in the direction of the longitudinal axis of the lower transom corresponds to the common cross-sectional measurement of the longitudinal beams of the panels to be tackled.
  • the limiting plates of the panels can be fixed to the frames by way of joint elements applicable from one side, e.g. of so called pop-rivets and/or of adhering.
  • a sealing ribbon can be inserted according to the invention between the vertical members of the frames and the laths or the groove laths and between, the horizontal members of the frames and the ribs forming a groove lath of said upper guide beams and between the lower horizontal members of the frames and the ribs formed as groove laths of the lower transom, respectively.
  • the interstices or joints between the adjacent panels with the same function can be filled out by an air sealing strip, too.
  • covers or headboards are arranged at the joints of the space limit ing panels to each other in different planes or to the space dividing panels or to the space covering panels as well as at the joints of space dividing panels to each other or to space covering panels, finally at the joints of the space limiting panels and the space dividing panels to the platform, respectively.
  • a layer against steam condensation and, preferably, a water impermeable coating such as an impermeable plastening are provided on the space limiting panels and the space covering panels.
  • the platform and the lower transom of the space limiting panels can be fixed by way of anchor members to the foundation body.
  • Fig. 1 is a side view of a panel in this invention.
  • Fig. 2 is a longitudinal section along line II-II in Fig.1
  • Fig. 3 shows a cross-section along line III-III in Fig. 1.
  • Fig. 4 illustrates an exemplified embodiment of the space limiting panel in this invention.
  • Fig. 5 is a view similar to that of Fig. 4, however, in the case of another embodiment.
  • Fig. 6 shows a preferred embodiment of the space dividing panel in this invention.
  • Fig. 7 is another embodiment of the space dividing panel of Fig. 6.
  • Fig. 8 illustrates the joints of the space dividing panels in this invention.
  • Fig. 9 is a view similar to that in Fig. 8, however, in the case of space limiting panels.
  • Fig. 10 shows the joint of the space, limiting and the space dividing panels.
  • Fig. 11 is a view of the perpendicular joint of space limiting panels.
  • Fig. 12 shows the connection of the space dividing panel and the foundation.
  • Fig. 13 shows the joint of the space limiting panel and the space covering panel.
  • Fig. 14 shows the joint of the space dividing panel and the space covering panel.
  • FIG. 1 a side view of a space limiting panel K can be seen.
  • This space limiting panel K has a frame 1 formed as the load bearing structure of the panel and limiting plates 2 fixed to the frame 1 /Figs. 2, 3/.
  • the frame 1 is, constructed from longitudinal beams 1a and from cross-beams 1b.
  • insulating blanket 3 and along the inner side of one of limiting plates 2 at least one layer 5 against steam condensation is arranged.
  • outer limiting plate 2 of space limiting panel K is coated with a water impermeable plastening 6.
  • the longitudinal beams 1a 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 penetrates into cross-beam 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 nest or tailing 24 is formed.
  • the panel is erected for sitting in this fixing nest 24.
  • the fixing nest 24 there is a place enough for longitudinal beams 1a of the adjacent panels.
  • a magnified cross-section of space limiting panel K is shown on the outer side of longitudinal beams 1a having a U-like cross-section. limiting plates 2 are laid on.
  • Both frame 1 being the load bearing structure and limiting plates 2 are made of a mixture of cement and asbestos, and, eventually, pearlite. Therefore, they have a small weight and can be processed in an easy way.
  • a layer against steam condensation is provided in the form of e.g. plastic or bituminous plate whilst insulating blanket 3 is formed as a foam e.g. on polystyrene base.
  • Space limiting panel K has a similar structure as it is clearly apparent from Fig. 5.
  • the U-like cross-section is substituted by a rectangular parallelogram.
  • auxiliary plates 2a are arranged at the inside of limiting plates 2 nearby to frame 1.
  • the connectinggroove 4 is formed in this case between auxiliary plates 2a emerging out of frame 1, i.e. of longitudinal beams 1a.
  • FIGs. 6. and 7 two embodiments of space dividing panels B are shown, somewhat magnified.
  • the beams of frame 1 have a U-like cross-section, whilst in Fig. 7 they have a rectangular parallelogram cross-section.
  • Insulating blanket 3 can be similar to that of space limiting panels but here, it has the function of a silencer or sound lock rather than a heat insulator as with space limiting panel K.
  • layer 5 against steam condensation is not needed.
  • FIG. 8 the joint of space dividing panels B are shown to each other, somewhat magnified.
  • Connecting groove 4 between longitudinal beams 1a of frame 1 of adjacent space dividing panels B are filled out by an inserted lath or slat 7, by the way of which, a force transmitting connection is provided between adjacent space dividing panels B.
  • a sealing or packing ribbon 8 is inserted beneath lath 7, the interstices or joints between the edges of limiting plates 2 of the adjacent panels are closed up by a sealing or packing strip 9.
  • Inserted lath 7 is made of wood here, and sealing ribbon 8 and sealing strip 9 are made of plastic. The latter has an air-tightening function.
  • the space limiting panels K have a layer 5 against steam condensation and, on their outer surface, a water impermeable plastening 6, too. Plastening 6 is in most cases applied during the manufacture in the premises, thus, the problem of connecting plastening 6 does not arise.
  • a point of junction is shown, wherein two adjacent space limiting panels K and a space dividing panel B are jointed. This is a horizontal cross-section of the point of junction.
  • the one shown in Fig. 9 is completed by a groove lath or slat 10 inserted into a groove formed at the joint of inner limiting plates 2 of space limiting panels K and longitudinal beam 1a of space dividing panel B.
  • Sealing ribbon 8 is inserted here, too, and the joints between space dividing panel B and space limiting panels K are covered by cover or headboard 11.
  • the covers 11 are fixed to longitudinal beams la of space limiting panels K with aid of wood screws 12.
  • frames 1 and limiting plates 2 made of a mixture of asbestos, cement and pearlite can be treated as wood, nothing sets a bar of using screwed joints.
  • wood screws 12 can be used for fixing the edges of limiting plates 2 to frame 1 and inserted lath 7 as shown in Fig.9.
  • a junction of two space limiting panels K perpendicular to each other can be seen.
  • an angle stanchion or column 13 made of e.g. wood, to which longitudinal beams 1a of space limiting panels K are fixed by aid of wood screws 12. Since this is a perpendicular juntion, cover 11 can be used here, too.
  • space limiting panel K is connected to a foundation body 18 with the help of a lower transom 20.
  • a rib 20a of lower transom 20 penetrates into cross-beam 1b of space limiting panel K having a U-like cross-section.
  • 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.
  • an equalizing layer or evener 27 can be inserted beneath 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 space limiting panel K and/or to lower transom 20.
  • a junction of space limiting panel E and a space covering panel L is illustrated in cross-section. At the same time, the junction of two adjacent space covering panels L are shown, too.
  • a rib 14a of upper guide beam 14 penetrates into longitudinal beam 1a of space limiting panel K.
  • Rib 14a has a manyfold function. At first, it prevents the horizontal displacement of space limiting panel K but, on the second hand, it transfers the loads coming from space covering panels L, too. In the point of junction, a fixing member 19 made of metal of space covering member L is provided, which blocks the lifting of space covering panel L.
  • Frames 1 of space covering panels 1 are assembled from longitudinal beams 1a and cross-beams 1b having a perpendicular parallelogram cross-section.
  • a force transmitting connection is provided between cross-beams 1b with the help of inserted, laths 7.
  • a shell plating is arranged with the intervention of an auxiliary insulating blanket 3a protected by an auxiliary layer 5a against steam condensation.
  • Fig. 14 the junction of space covering panels 1 and space dividing panels B is illustrated. Between adjacent space covering panels L, a floor beam 21 is arranged to which inner limiting plates 2 of space covering panels 1, groove laths 10 of space dividing panel B and covers 11a are fixed.
  • the limiting plates 2 of the panels are fixed to the frames 1 by way of joint elements applicable from one side, e.g. of so called pop-rivets and/or of adhering.
  • 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.

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)

Abstract

Construction variable pour des immeubles avec un petit nombre d'etages ayant une fondation, des supports pour des panneaux de limitation d'espace et de division d'espace, des organes de couverture de plate-forme et d'espace, la construction de l'immeuble s'effectuant par montage et assemblage des panneaux a l'aide de connexions detachables. Pour la construction variable d'immeuble, des poutres longitudinales (1a), des traverses (1b) formant structure (1), des plaques de limitation (2) en materiau non combustible sur une base de silicate, une rainure de connexion (4) etant formee le long de la circonference des panneaux, une lame (7) etant introduite dans les rainures de connexion (4) des panneaux adjacents, une poutre superieure de plancher (21), une sole inferieure (23) et des organes auxiliaires de connexion, ainsi que des etais d'angle (13) sont pourvus.
EP82900656A 1981-02-19 1982-02-19 Construction variable d'immeuble Expired EP0072839B1 (fr)

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 true EP0072839A1 (fr) 1983-03-02
EP0072839A4 EP0072839A4 (fr) 1983-07-04
EP0072839B1 EP0072839B1 (fr) 1985-07-24

Family

ID=10949455

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82900656A Expired EP0072839B1 (fr) 1981-02-19 1982-02-19 Construction variable d'immeuble

Country Status (5)

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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5588269A (en) * 1993-09-01 1996-12-31 Zorbedo Gmbh Prefabricated construction system for a timber house
DE202019102611U1 (de) 2018-07-04 2019-07-03 Brüninghoff Holz GmbH & Co. KG Trockenbau-Wandsystem

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
DE102009017185A1 (de) 2009-04-09 2010-10-14 Fischer Projektmanagement Gmbh Variable Gebäudekonstruktion für Holzhäuser
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
GB2588239A (en) 2019-10-18 2021-04-21 Trieste Group One Ltd An acoustic seal and a sound proof booth comprising the same
GB2581995B (en) * 2019-03-06 2021-08-04 Trieste Group One Ltd A booth
WO2020178583A1 (fr) 2019-03-06 2020-09-10 Trieste Group One Ltd Cabine et joint acoustique

Citations (6)

* Cited by examiner, † Cited by third party
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
FR1500972A (fr) * 1966-08-23 1967-11-10 Panneaux préfabriqués pour constructions économiques
DE1434002A1 (de) * 1962-04-21 1968-10-31 Möller, Hans Günter, 2870 Delmenhorst Bauwerk mit aus lotrecht aufgestellten miteinander verbundenen Wandplatten bestehenden Aussenwaenden
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

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
A.Sh. DEKHTJER "Oblegchennye konstruktsii metallicheskikh sten promyshlennykh zdaniy", publ. 1979, Stroiizdat, Moscow, pages 27-29, 58, 62 *
See also references of WO8202915A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5588269A (en) * 1993-09-01 1996-12-31 Zorbedo Gmbh Prefabricated construction system for a timber house
DE202019102611U1 (de) 2018-07-04 2019-07-03 Brüninghoff Holz GmbH & Co. KG Trockenbau-Wandsystem

Also Published As

Publication number Publication date
WO1982002915A1 (fr) 1982-09-02
DE3264823D1 (en) 1985-08-29
JPS58500207A (ja) 1983-02-10
HU183339B (en) 1984-04-28
EP0072839B1 (fr) 1985-07-24
EP0072839A4 (fr) 1983-07-04

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