EP4034719A1 - Structure et procédé d'érection de structure - Google Patents

Structure et procédé d'érection de structure

Info

Publication number
EP4034719A1
EP4034719A1 EP20785927.3A EP20785927A EP4034719A1 EP 4034719 A1 EP4034719 A1 EP 4034719A1 EP 20785927 A EP20785927 A EP 20785927A EP 4034719 A1 EP4034719 A1 EP 4034719A1
Authority
EP
European Patent Office
Prior art keywords
supports
building
utility units
longitudinal direction
bars
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
EP20785927.3A
Other languages
German (de)
English (en)
Other versions
EP4034719C0 (fr
EP4034719B1 (fr
Inventor
Ivan Mallinowski
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.)
Werk Eins GmbH
Original Assignee
Werk Eins GmbH
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 Werk Eins GmbH filed Critical Werk Eins GmbH
Publication of EP4034719A1 publication Critical patent/EP4034719A1/fr
Application granted granted Critical
Publication of EP4034719C0 publication Critical patent/EP4034719C0/fr
Publication of EP4034719B1 publication Critical patent/EP4034719B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—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
    • E04B1/34807—Elements 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • 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
    • E04H1/005—Modulation co-ordination

Definitions

  • the invention initially relates to a structure with a skeleton of vertical supports, each stored in a foundation on a subsurface, and bars attached to the supports and extending horizontally between the supports, each with at least one sea container lying directly on only two of the bars formed utility units, and attached to the skeleton accessible access roads, and supply and disposal lines from the underground to each of the utility units.
  • the invention also relates to a method for erecting such a structure.
  • a skeleton construction method is known from US Pat. No. 3,721,056 A, wherein supports and bars are manufactured as prefabricated parts from reinforced concrete, floor elements are placed on the bars and the utility units are built on the floor elements.
  • DE 3208302 A1 discloses a structure made of sea containers stacked on top of one another and screwed together.
  • the invention is based on the object of making the known structure more variable.
  • the supports in a longitudinal direction of the utility units have a longitudinal grid spacing of 0.4 to 0.6 times the length of the utility units exhibit.
  • the utility units then protrude a total of 0.6 to 0.4 times their length over the bars on which they rest.
  • the utility units can be brought into the building according to the invention in a particularly simple manner - and, if necessary, can also be removed again from the building that otherwise continues to exist.
  • the bolts are preferably placed on brackets that protrude laterally from the supports.
  • the bars placed between two adjacent supports can be installed particularly easily in an existing structure for a new utility unit to be attached, dismantled after it has been used and reinserted elsewhere.
  • the supports and the bars are preferably prefabricated parts made of reinforced concrete.
  • Precast concrete supports have a foundation in which they are rigidly supported. In contrast to steel structures, elaborate reinforcements are unnecessary in the further construction.
  • Such prefabricated parts are also generally known for hall construction and are available in variable dimensions at low cost.
  • the utility units of the building can be equipped and used in particular as apartments, offices, workshops, shops, restaurants and storage rooms.
  • the supports preferably have a longitudinal grid spacing transversely to a longitudinal direction of the sea container with 2 to 3 times the width of the sea container.
  • a utility unit consisting of two sea containers standing next to one another and connected to one another on the longitudinal sides can be introduced between two supports.
  • the consoles preferably have a grid spacing in the longitudinal direction of the supports with 1.2 to 1.6 times the height of the sea container.
  • a utility unit with the height of one can be between two adjacent consoles Sea containers are brought in. If a console is “skipped”, a usage unit consisting of two or more sea containers standing on top of each other and connected to one another at the ceiling and floor can be brought in.
  • the bolts are preferably mortised to the supports.
  • the connection of the bolt with the support and thus the bolt from the support can be solved particularly easily in such a structure according to the invention, if necessary.
  • the access routes preferably run essentially transversely to a longitudinal direction of the sea container.
  • the access routes to the utility units are particularly short.
  • the supply and disposal lines preferably run at least in sections between two longitudinal sides of adjacent utility units that are arranged parallel to a longitudinal direction of the sea container. In such a structure according to the invention, the supply and disposal lines can be concealed particularly easily.
  • the supply and disposal lines preferably run at least in sections in a channel formed in a longitudinal direction in the supports. In such a structure according to the invention, the relevant sections of the supply and disposal lines are hidden.
  • the supports in a longitudinal direction of the utility units have a longitudinal grid spacing of 0.4 to 0.6 times the length of the utility units.
  • Fig. 3 shows a final expansion of the first structure
  • FIG. 4a / b two details of a second structure according to the invention.
  • the first structure 1 according to the invention shown in FIG. 1 has a skeleton 2 anchored to a subsurface, in six floors 3 arranged one above the other and two blocks A and B arranged one behind the other in the skeleton 2 utility units 4, on the skeleton 2 between the blocks A, B attached access routes 5 and supply and disposal lines from the underground to the utility units 4.
  • the subsurface and the supply and disposal lines are not shown. Parking spaces, not shown, are located under the first floor 3 for cars.
  • the usage units 4 are residential, office and retail units in blocks of two used sea containers (40-foot HC) arranged next to one another. In an alternative occupancy, up to three sea containers can be stacked on top of one another in a non-illustrated apartment. Up to this height, the utility units 4 meet the requirements for stability in the event of fire.
  • the skeleton 2 consists essentially of 21 vertical supports 6 and bars 7, 8 running horizontally between the supports 6:
  • the supports 6 have a rectangular cross-section of 80 x 50 cm and a length 9 of 20 m and a foundation 10 with a contact area of 2.5 x 2.5 m and a height of 60 cm.
  • the bars 7, 8 have a square cross-section of 30 x 30 cm.
  • the access ways 5 consist of six arcades 17 in the transverse direction 14 of the building 1, which each floor access the utility units 4, and stairwells 18 arranged laterally next to the supports 6, which open up the floors 3 from the ground.
  • the arcades 17 are formed from plate beams, not shown individually, adjoining one another in a row and having a width of 4 m, which rest on the long bars 7 in front of and between the utility units 4.
  • Bars 7, 8, T-beams and stairwells 18 made of reinforced concrete are industrially prefabricated and the supports 6 are prefabricated either with electricity or with water and sewer pipes for supplying and disposing of the utility units 4.
  • the units 4 are partially furnished with built-in partition walls, bathrooms, built-in cupboards and devices, lighting, and industrially prefabricated with self-sufficient ventilation and heating.
  • the supports 6 are first erected and leveled on the compacted subsoil with longitudinal grid spacings 19 of 6 m and 12 m and a transverse grid spacing 20 of 5.5 m. Then, as shown in Figure 2a, for the first floor 3 of each utility unit 4, the short bars 8 in the transverse direction 14 and between the blocks A, B the long bars 7 in the longitudinal direction 11 are placed on the brackets 16 and with bolts (not shown) on the supports 6 secured.
  • individual units 4 can be removed in the longitudinal direction 11 of the structure 1 and replaced by others. Due to the longitudinal grid spacing 19 of 6 m, the utility units 4 do not tilt between the bars 7, 8 when they are removed or inserted into the building 1. Bars 7, 8 and supports 6 can also be removed, replaced, supplemented if necessary or after building 1 has been dismantled continue to be used.
  • Figure 3 shows the maximum expansion of the first structure 1 with 24 supports 6, 36 long bars 7, 120 short bars 8 and 60 utility units 4 with a single height.
  • Figures 4a and 4b show two sections of a second structure according to the invention, not shown.
  • the construction principle of the second structure corresponds to the first structure 1: It consists of a skeleton anchored to the ground with four supports 21 and four utility units 22 each from a sea container 23 per floor 24.
  • the bars 25 on which the utility units 22 rest protrude the supports 21 out so that two of the utility units 22 can be placed between the supports 21 and two more outside the supports 21.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Revetment (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

L'invention concerne une structure (1) comprenant : un bâti (2) formé par des supports perpendiculaires (6), chacun monté dans une fondation dans le sol ; des poutres fixées aux supports (6) et s'étendant horizontalement entre les supports (6) ; des unités utilisables (4) reposant directement sur seulement deux poutres respectives et étant chacune formée par au moins un récipient d'expédition ; et des voies d'accès mobiles (5) fixées au bâti (2) et des conduites d'alimentation et d'élimination de déchets du sol à chacune des unités utilisables (4). L'invention concerne également un procédé d'érection d'une structure (1) de ce type. Afin d'augmenter la variabilité de la structure (1), il est proposé que les supports (6) comportent un espacement de grille longitudinal représentant 0,4 à 0,6 fois la longueur des unités utilisables (4) dans le sens de la longueur (11) des unités utilisables (4).
EP20785927.3A 2019-09-27 2020-09-25 Structure et procédé d'érection de structure Active EP4034719B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102019126126.0A DE102019126126A1 (de) 2019-09-27 2019-09-27 Bauwerk und Verfahren zum Errichten eines Bauwerks
PCT/EP2020/076977 WO2021058781A1 (fr) 2019-09-27 2020-09-25 Structure et procédé d'érection de structure

Publications (3)

Publication Number Publication Date
EP4034719A1 true EP4034719A1 (fr) 2022-08-03
EP4034719C0 EP4034719C0 (fr) 2023-08-23
EP4034719B1 EP4034719B1 (fr) 2023-08-23

Family

ID=72744737

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20785927.3A Active EP4034719B1 (fr) 2019-09-27 2020-09-25 Structure et procédé d'érection de structure

Country Status (4)

Country Link
US (1) US20220213678A1 (fr)
EP (1) EP4034719B1 (fr)
DE (1) DE102019126126A1 (fr)
WO (1) WO2021058781A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD1012322S1 (en) * 2021-07-22 2024-01-23 Mccleskey Professional Services Mausoleum
IT202100029348A1 (it) * 2021-11-19 2023-05-19 Spatti Ingegneria S R L Struttura prefabbricata, modulo prefabbricato
US20230160196A1 (en) * 2021-11-23 2023-05-25 Optima, Inc. Modular habitable structures, and associated systems and methods
US11773583B1 (en) * 2022-12-09 2023-10-03 Admares Group Oy Building unit, method for manufacturing building unit and building

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR919598A (fr) * 1945-09-20 1947-03-12 Construction d'immeubles de rapport, comportant un ou plusieurs étages
CA944527A (en) * 1969-03-20 1974-04-02 Kazuo Ohta Steel structure for prefabricated buildings
US3641720A (en) * 1969-11-06 1972-02-15 Omnico Systems Int Prefabricated building construction with interfitting stud splines
US3721056A (en) * 1970-09-03 1973-03-20 Warner Vertical modular construction having insertable units
US4059931A (en) * 1976-01-29 1977-11-29 Mongan William T Building framing system for post-tensioned modular building structures
DE3208302A1 (de) * 1981-03-09 1982-09-23 Robert Haefelfinger Anordnung fuer wohn- oder sonstige nutzzwecke
US8117290B2 (en) * 2005-07-25 2012-02-14 Cisco Technology, Inc. Simple home networking
US9663937B2 (en) * 2007-06-07 2017-05-30 Gary B. Goldman Modular housing and method of installation in a structural framework
ES2333636B1 (es) * 2008-10-10 2011-03-11 Angel Moreno Cano Modulo semirresistente prefabricado para construccion y procedimientode montaje en obra del mismo.
KR20160017842A (ko) * 2014-08-06 2016-02-17 삼성물산 주식회사 프리캐스트 콘크리트 골조와 단위객실의 캐빈유닛을 이용한 건축물의 복합화 시공방법

Also Published As

Publication number Publication date
EP4034719C0 (fr) 2023-08-23
DE102019126126A1 (de) 2021-04-01
WO2021058781A1 (fr) 2021-04-01
US20220213678A1 (en) 2022-07-07
EP4034719B1 (fr) 2023-08-23

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