[go: up one dir, main page]

EP1063363A2 - System vorgefertigter tunnelförmiger und portalförmiger Bauelemente und entsprechendes Zubehör in tragendem Leichtbeton für den Bau gesamter Gebäude jeglicher Benutzung von ein bis acht Stockwerke - Google Patents

System vorgefertigter tunnelförmiger und portalförmiger Bauelemente und entsprechendes Zubehör in tragendem Leichtbeton für den Bau gesamter Gebäude jeglicher Benutzung von ein bis acht Stockwerke Download PDF

Info

Publication number
EP1063363A2
EP1063363A2 EP00830420A EP00830420A EP1063363A2 EP 1063363 A2 EP1063363 A2 EP 1063363A2 EP 00830420 A EP00830420 A EP 00830420A EP 00830420 A EP00830420 A EP 00830420A EP 1063363 A2 EP1063363 A2 EP 1063363A2
Authority
EP
European Patent Office
Prior art keywords
elements
fact
per
nos
tunnel
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.)
Withdrawn
Application number
EP00830420A
Other languages
English (en)
French (fr)
Other versions
EP1063363A3 (de
Inventor
Ferdinando Bigi
Antonella Bigi
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1063363A2 publication Critical patent/EP1063363A2/de
Publication of EP1063363A3 publication Critical patent/EP1063363A3/de
Withdrawn legal-status Critical Current

Links

Images

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
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the prefabricated "tunnel-shaped" parallelepiped element - which is the main element of the system - and its accessories allow buildings for any type of housing to be erected in a relatively brief time.
  • Teen hostels, students' hostels, Elderly' houses, hospitals, medical surgeries and schools can also be erected.
  • the prefabricated tunnel parallelepiped element with all its variations offers the possibility of erecting in a relatively short time one-family houses, two-family houses, terraced houses, buildings with more than one storey, hospitals, hotels, schools and any other desired type of building.
  • the main characteristic of this element is to give already defined rooms by combining more than one consecutive element.
  • the elements are composed of two vertical walls which are 1,20 m. wide, 3,30 m. high and 0,30 m. thick (external measures) while the floors and the ceilings are 6,00 x 1,20 m. (internal measures) and 0.25 m. thick.
  • the horizontal parts of the elements will be reinforced as if they were slabs. They are lightened by using either PVC pipes or thin steel pipes.
  • the vertical parts can be differently reinforced depending on the situation: FIG. 62, FIG.63, FIG.64, FIG.65, FIG.66 .
  • the tunnel elements have two slabs, floor and ceiling. They are named: FIG.1, FIG.2 FIG.3, FIG.4, FIG.5, FIG.6, FIG.7, FIG.8, FIG.9, FIG.12 .
  • Portal elements are used for the additional storeys. They have vertical masonry structures and slab with various partition walls as for the tunnel-type elements. They are named: FIG. 19, FIG. 20, FIG. 21, FIG. 22, FIG. 23 .
  • FIG. 27, FIG. 28, FIG. 29, FIG. 30, FIG. 31 To build single-storey buildings we can use either tunnel elements (as described above) if a terrace roof covering is required or elements with double-pitch roof covering if a roof-type covering is required. They are named: FIG. 27, FIG. 28, FIG. 29, FIG. 30, FIG. 31 .
  • FIG. 32, FIG. 33, FIG. 34, FIG. 35, FIG. 36 For the last storey in buildings having more than one storey with sloping-pitch roof-covering, we can use the portal elements with double-pitch roof covering. They are named: FIG. 32, FIG. 33, FIG. 34, FIG. 35, FIG. 36 .
  • element with window sill FIG. 14 element for covering two elements with incorporated lintel FIG. 13 ; adjacent elements FIG. 6 and FIG. 7 and FIG. 8 with dap joints for the cm. 20x10x30h lintel.
  • element with window sill FIG. 14 element for covering two elements with incorporated lintel FIG. 13 ; adjacent elements FIG. 6 and FIG. 7 and FIG. 8 with dap joints for the cm. 20x10x30h lintel.
  • balcony elements FIG. 9 and FIG. 10 The tunnel element with window opening FIG. 12 allows walls with windows to be made by simply combining tunnel elements FIG. 1 alongside one another without using lintel elements.
  • foundations which are also prefabricated, composed of rectilinear, angled and T-shaped elements FIG. 67, FIG. 68, FIG. 69 .
  • the dimension is determined depending on the load incidence and on the ground and subsurface resistance.
  • these elements can have for example the dimensions of cm. 50x50h with a cm. 10x5 upper rectangular dap joint and lateral groove-and-tongue dap joints which change according to the foundation height, which in our case we hypothesize to be cm. 15-20-15.
  • This element rests on an underpinning which lays perfectly flat horizontally and which has an impression as wide as the foundation beam.
  • the element in section has two holes on both the upper and lower parts and 4 1-inch pipes buried in concrete which will allow the passing of the steel tie rods used for tightly consolidating the various elements of the foundation.
  • window sill for FIG. 17 rectilinear panel FIG. 18 ; triangular roof covering FIG. 15 ; covering slab with one or two lintels inserted FIG. 16 , one on one side and one on the other.
  • Other elements have slots inside the walls to allow the passage of sewage FIG. 37 , of ducts for both the hydraulic system FIG.38 , and the interior wiring.
  • This system is remarkably flexible, giving for example the possibility of enlarging a house, a hospital, a school, a motel, in a swift and homogeneous way without altering the architectural form.
  • the designer will start the project by using the module as he wants, integrating it with other compatible prefabricated elements if needed
  • CLS structural light concrete
  • FIG. 67 Rectilinear beam
  • the designer's line of action when designing any building can be that of using prefabricates compatible with the conceived project or it can be that of using a prefabrication system, which is a more effective procedure, before starting the project.
  • Designing with c.a. in mind is different from designing while thinking of using steel which certainly has different characteristics with respect to c.a. as it is different to design bearing in mind brick masonry or squared stone masonry or stone masonry with brick.
  • design bearing in mind brick masonry or squared stone masonry or stone masonry with brick.
  • the building yard phase starts.
  • the perimeters of the construction will rest on the foundations and therefore these will be made of beams with a rectangular section with a rectilinear, angular or T-shaped profiles.
  • the foundation will have such dimensions so as to never have the connections of the foundation beams coincide with the connections of the tunnel elements.
  • a concrete underpinning, laying perfectly flat and with a channel as wide as the foundation beams on which the latter will rest, will be cast in the foundation excavation having a given width and which has been carried out with suitable mechanic mean.
  • Pressure-resistant waterproof material used to insulate the foundation will be opportunely placed on the underpinning.
  • the laying of the TUNNEL elements will take place by means of a self-propelled crane anchored to the ground so as to avoid strong swings during the laying.
  • the element by means of hooking points, is lifted and placed in the correct position so that the first element can be consolidated with the second and so on so forth.
  • suitable rubber cement to be put on connections and suitable mobile tie rods are required for consolidation.
  • the element of the top storey will be a portal element with double-sloping-pitch.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Residential Or Office Buildings (AREA)
  • Glass Compositions (AREA)
  • Tents Or Canopies (AREA)
EP00830420A 1999-06-22 2000-06-14 System vorgefertigter tunnelförmiger und portalförmiger Bauelemente und entsprechendes Zubehör in tragendem Leichtbeton für den Bau gesamter Gebäude jeglicher Benutzung von ein bis acht Stockwerke Withdrawn EP1063363A3 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITVI990130 IT1307459B1 (it) 1999-06-22 1999-06-22 Sistema di elementi prefabbricati a tunnel e a portale e accessori incalcestruzzo leggero strutturale per la costruzione di edifici da uno
ITVI990130 1999-06-22

Publications (2)

Publication Number Publication Date
EP1063363A2 true EP1063363A2 (de) 2000-12-27
EP1063363A3 EP1063363A3 (de) 2001-08-01

Family

ID=11427108

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00830420A Withdrawn EP1063363A3 (de) 1999-06-22 2000-06-14 System vorgefertigter tunnelförmiger und portalförmiger Bauelemente und entsprechendes Zubehör in tragendem Leichtbeton für den Bau gesamter Gebäude jeglicher Benutzung von ein bis acht Stockwerke

Country Status (2)

Country Link
EP (1) EP1063363A3 (de)
IT (1) IT1307459B1 (de)

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE897918C (de) * 1944-06-21 1953-11-26 Johann Kamps Garage, Schuppen, Behelfsheim od. dgl.
DE1559231A1 (de) * 1965-10-29 1969-09-04 Herbert Ohl Ringbaukonstruktion
US3564795A (en) * 1968-07-25 1971-02-23 Jesse Vernon Henton Pre-cast modular building units with utility ducts
GB1246369A (en) * 1969-01-28 1971-09-15 Edgar Herbert Wood Multi-storey building assembly formed with pre-fabricated modules
US3762115A (en) * 1971-04-26 1973-10-02 Schokbeton Products Corp Multilevel concrete building of precast modular units
NL7213987A (de) * 1972-10-16 1974-04-18
US3894373A (en) * 1970-10-14 1975-07-15 John H Willingham Industrialized building construction
US4118905A (en) * 1977-07-21 1978-10-10 Shelley Shelley W Modular building construction system
AT350233B (de) * 1976-11-25 1979-05-25 Kettner Alfons Guenter Bauwerk aus vorgefertigten raumzellen
US4248020A (en) * 1978-07-31 1981-02-03 Canadian Patents & Development Ltd. Precast concrete stairway module

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE897918C (de) * 1944-06-21 1953-11-26 Johann Kamps Garage, Schuppen, Behelfsheim od. dgl.
DE1559231A1 (de) * 1965-10-29 1969-09-04 Herbert Ohl Ringbaukonstruktion
US3564795A (en) * 1968-07-25 1971-02-23 Jesse Vernon Henton Pre-cast modular building units with utility ducts
GB1246369A (en) * 1969-01-28 1971-09-15 Edgar Herbert Wood Multi-storey building assembly formed with pre-fabricated modules
US3894373A (en) * 1970-10-14 1975-07-15 John H Willingham Industrialized building construction
US3762115A (en) * 1971-04-26 1973-10-02 Schokbeton Products Corp Multilevel concrete building of precast modular units
NL7213987A (de) * 1972-10-16 1974-04-18
AT350233B (de) * 1976-11-25 1979-05-25 Kettner Alfons Guenter Bauwerk aus vorgefertigten raumzellen
US4118905A (en) * 1977-07-21 1978-10-10 Shelley Shelley W Modular building construction system
US4248020A (en) * 1978-07-31 1981-02-03 Canadian Patents & Development Ltd. Precast concrete stairway module

Also Published As

Publication number Publication date
IT1307459B1 (it) 2001-11-06
EP1063363A3 (de) 2001-08-01
ITVI990130A1 (it) 2000-12-22

Similar Documents

Publication Publication Date Title
US7665250B2 (en) System for construction of a compression structure with corner blocks, key blocks, and corner block supports
AU2010233548B2 (en) Building and method of constructing a building
EP1992750A1 (de) Vorgefertigtes stahlbeton-einfamilienwohnhaus und verfahren zur errichtung des wohnhauses
US4219978A (en) Pre-cast reinforced concrete building panel wall structure
US8429876B2 (en) Concrete rib construction method
US5953864A (en) Prefabricated modular concrete foundation wall systems and methods of constructing prefabricated modular concrete foundation wall systems
US5724782A (en) System and method for constructing buildings (and other structures) capable of withstanding substantial natural forces
WO2018067067A1 (en) Prefabricated prefinished volumetric construction module
EP2646632B1 (de) Mehrstöckiges wohngebäude und bauverfahren für ein solches gebäude
US3468094A (en) Building erection system
US20210017755A1 (en) Composite wall and methods of constructing a composite wall
US3802139A (en) Building constructed of vertical supports, longitudinal base element, and panel members
US20150204067A1 (en) Building system and method
WO2013114271A2 (en) Building method and system
EP1063363A2 (de) System vorgefertigter tunnelförmiger und portalförmiger Bauelemente und entsprechendes Zubehör in tragendem Leichtbeton für den Bau gesamter Gebäude jeglicher Benutzung von ein bis acht Stockwerke
EP1063362A2 (de) System vorgefertigter Bauelemente in tragendem Leichtbeton und in bewehrtem Beton für den Bau gesamter Gebäude von ein bis acht Stockwerke
US2620651A (en) Prefabricated building structure
GB683767A (en) Method of building construction
GB2200383A (en) Engineered housing
GB2340530A (en) Aluminium kit formwork composite building system
AU2007200925A1 (en) Building Construction System
RU1796748C (ru) Многоэтажное здание Белоуса
RU2153560C2 (ru) Стена из крупных блоков
CN118855159A (zh) 一种螺栓连接装配式高强轻质框架墙体结构体系
WO2023159286A1 (pt) Sistema de construção de edificações com blocos e guias pré fabricados e estrutura moldada no local

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

AKX Designation fees paid
REG Reference to a national code

Ref country code: DE

Ref legal event code: 8566

PUAJ Public notification under rule 129 epc

Free format text: ORIGINAL CODE: 0009425

32PN Public notification

Free format text: NOTING OF LOSS OF RIGHTS (R 69(1) EPC) EPO FORM 2524 DATED 210406

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20060101

17P Request for examination filed

Effective date: 20030122