WO2013093600A2 - Structure en béton préfabriquée pour bâtiments civils assemblés à sec - Google Patents

Structure en béton préfabriquée pour bâtiments civils assemblés à sec Download PDF

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Publication number
WO2013093600A2
WO2013093600A2 PCT/IB2012/002757 IB2012002757W WO2013093600A2 WO 2013093600 A2 WO2013093600 A2 WO 2013093600A2 IB 2012002757 W IB2012002757 W IB 2012002757W WO 2013093600 A2 WO2013093600 A2 WO 2013093600A2
Authority
WO
WIPO (PCT)
Prior art keywords
prefabricated
structure according
screw
elements
connection
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.)
Ceased
Application number
PCT/IB2012/002757
Other languages
English (en)
Other versions
WO2013093600A3 (fr
Inventor
Alberto Dal Lago
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.)
DLC SRL
Original Assignee
DLC SRL
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 DLC SRL filed Critical DLC SRL
Priority to RU2014125848A priority Critical patent/RU2014125848A/ru
Priority to CN201280067697.3A priority patent/CN104066904A/zh
Priority to EP12829105.1A priority patent/EP2795009A2/fr
Publication of WO2013093600A2 publication Critical patent/WO2013093600A2/fr
Publication of WO2013093600A3 publication Critical patent/WO2013093600A3/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • 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
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0245—Pegs or pins
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0254—Tie rods

Definitions

  • the present invention relates to concrete structures entirely produced with dry-assembled prefabricated elements, for civil buildings.
  • the invention can be advantageously applied in the dry connection of walls, or vertical elements also called septa or walls for supporting vertical loads as rigid elements for absorbing the horizontal forces of floors, or horizontal elements also called tiles or beams which distribute horizontal plane actions on walls.
  • Italian patent nr. 1.364.674 Bl discloses the construction of walls by the vertical superimposing of prefabricated elements, in which each prefabricated element has a parallelepiped conformation and is provided with lightening perforations having a vertical longitudinal development.
  • Reinforcement cages defined by a plurality of metallic bars or rods having a variable diameter are suitable for being inserted and housed in said perforations .
  • each prefabricated element is assembled on the underlying element with the cages inserted in holes into which concrete is cast so as to obtain a monolithic septum with continuous reinforcements over the whole height.
  • An objective of the present invention is to overcome the drawback of the known art mentioned above.
  • an objective of the present invention is to provide a prefabricated structure which can be easily dry-assembled, i.e. without concrete castings, so that it is possible to operate with the maximum assembly rate as is the case for connecting metallic structures.
  • a second objective of the present invention is to provide a prefabricated structure in which the connection system of the walls coincides with the system for regulating its verticality.
  • a further objective of the present invention is to produce all of the structural components in the factory, already equipped with finishings and plants, so that at the end of the assembly, the construction thus built can be delivered directly without delay.
  • Another objective of the present invention is to provide a prefabricated structure having an optimum ductility in the case of seismic actions.
  • a further objective of the present invention is to provide a prefabricated structure which allows the above objectives to be obtained in an extremely simple, economical and particularly functional manner.
  • FIG. 1 illustrates a preferred embodiment of the prefabricated structure, object of the present invention, represented in a sectional view according to a vertical plane;
  • figure 2 illustrates a second preferred embodiment of the prefabricated structure, object of the present invention, represented in a sectional view according to a vertical plane;
  • figure 3 illustrates a detail of the structure of figure 1, in a perspective view and on an enlarged scale
  • figure 4 illustrates a detail of the structure of figure 2, on an enlarged scale and with a partial vertical sectional view
  • figure 5 is an overall exploded perspective view of the components of the detail of the structure illustrated in figure 4;
  • figure 6 is an overall exploded, partially sectional, perspective view of internal components of the detail of the prefabricated structure illustrated in figure 3;
  • figure 7 is an overall exploded, partially- sectional, perspective view of internal components of the prefabricated structure of figures 1 and 2;
  • figure 8 is a perspective view of the detail of figure 7;
  • FIG. 9 represents a plan view of a further angled embodiment of the prefabricated structure, object of the present invention.
  • figure 10 represents a front view of a detail of the structure of figure 1.
  • the prefabricated structure according to the present invention is indicated as a whole with M.
  • the structure M defines a surface or wall that extends vertically, and comprises a first prefabricated element 1 having a parallelepiped conformation produced in concrete suitable for being assembled superimposed with respect to a second prefabricated element 2 again having a parallelepiped conformation and made of concrete .
  • At least a pair 3 of reinforced concrete bars 4 suitably spaced between each other is immersed and englobed in the concrete interior of the element 1 which also comprises a metallic plate 5 preferably having a substantially octagonal form, which is welded and positioned in correspondence with a lower end 6 of the prefabricated element 1.
  • the plate 5 comprises two cylindrical pass-through holes 7, substantially situated at the ends of the plate 5, at a certain distance from each other, and in which respective terminal ends 8 of the above-mentioned bars 4 are inserted and fixed.
  • the plate 5 also comprises a cylindrical pass- through hole 9 positioned in the centre of the ' same plate 5, and in which a screw 10 is suitably inserted and housed, in the assembly phase of the wall M, said screw being suitably inserted inside the concrete element 1 through a hollow seat 11 situated in the element 1 itself and through the interpositioning of washers R.
  • the element 2 contains, immersed in its concrete interior, at least a pair 12 of reinforced concrete bars 13 suitably spaced between each other, and also comprises a metallic plate 14 preferably having a substantially octagonal form, which is welded and positioned in correspondence with an upper end 15 of the prefabricated element 2.
  • the plate 14 comprises two cylindrical pass-through holes 16, substantially situated at the ends of the plate 14, at a certain distance from each other, and in which respective terminal ends 17 of the above- mentioned cylindrical bars 13 are inserted and fixed.
  • the plate 14 also comprises a cylindrical threaded pass-through hole 18 positioned in the centre of the plate 14 itself, and in which the above-mentioned screw 10 can be suitably firmly screwed, in the assembly phase of the prefabricated structure M, with the element 1 superimposed with respect to the element 2.
  • the structure is consequently "dry” - assembled by fixed superimposition through screw connection means of the elements 1 and 2 with the injection between the two plates of a special high- resistant fluid mortar, which ensures the continuity in compression of the concrete, i.e. making the assembly of the structure rapid, effective and completely independent of atmospheric conditions.
  • connection indicated as a whole with the reference Kl, by superimposition of the elements 1 and 2, is obtained using a screw 10 suitably dimensioned with a higher resistance with respect to that of the bars 4 and 13, thus giving the same bars 4 and 13 a vertical continuity.
  • connection indicated as a whole with the reference K2 , by superimposition of the elements 1 and 2, is obtained using a screw 10 suitably dimensioned and with a truncated-conical terminal end suitable for being screwed not only in the threaded hole 18 but also in a die D, thus allowing a substantially self-centering assembly of the prefabricated structure and also regulating the verticality by plumbing the prefabricated structure and acting on a pair of dies D with a micrometric regulation.
  • the connection, indicated as a whole with the reference K3 in figure 2, by superimposition of the elements 1 and 2, is obtained using a screw 19 having a certain length which is greater than that of the screws 10 of the above connections Kl and K2 , said screw 19 is provided with a threaded end 19a suitable for passing through the hole 9 in the plate 5 and being screwed into a pair of corresponding dies D' suitable for regulating the verticality, and an opposite end 19b suitable for being screwed into the corresponding threaded hole 18 so as to enable the interpositioning of the tightening beam T of a plugging panel PT, which therefore remains firmly englobed in the structure.
  • an angular wall has also been constructed in which, in addition to the connections Kl, there are also three pairs of connections K2 or K3 to enable the registration of the verticality of the angular walls, subsequently adding connections of the above-mentioned type Kl .
  • the dry-assembly of the structure is completed by positioning tiles on the top of the structure M, which are fixed with pins or pets ( Figure 10) to create a rigid floor, without requiring collaborating castings to transfer the horizontal plane forces to the vertical walls.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

L'invention porte sur une structure (M) avec des éléments en béton préfabriqués (1, 2), laquelle structure comprend des moyens de liaison métalliques (4, 13) pour la liaison superposée verticale desdits éléments préfabriqués (1, 2), et des moyens de blocage (5, 14, 10 ; 19) dudit moyen de liaison (4, 13) ; lesdits moyens de liaison (4, 13) étant englobés dans lesdits éléments en béton préfabriqués (1, 2), et lesdits moyens de blocage (5, 14, 10 ; 19) comprenant des moyens de fixation à vis (10 ; 19).
PCT/IB2012/002757 2011-12-23 2012-12-14 Structure en béton préfabriquée pour bâtiments civils assemblés à sec Ceased WO2013093600A2 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
RU2014125848A RU2014125848A (ru) 2011-12-23 2012-12-14 Готовая бетонная конструкция для гражданских зданий, собираемых без использования строительного раствора
CN201280067697.3A CN104066904A (zh) 2011-12-23 2012-12-14 用于干式组装民用建筑物的预制混凝土元件
EP12829105.1A EP2795009A2 (fr) 2011-12-23 2012-12-14 Structure en béton préfabriquée pour bâtiments civils assemblés à sec

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITMI2011A002372 2011-12-23
IT002372A ITMI20112372A1 (it) 2011-12-23 2011-12-23 Struttura prefabbricata in calcestruzzo per edifici civili montati a secco

Publications (2)

Publication Number Publication Date
WO2013093600A2 true WO2013093600A2 (fr) 2013-06-27
WO2013093600A3 WO2013093600A3 (fr) 2013-11-21

Family

ID=45540975

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IB2012/002757 Ceased WO2013093600A2 (fr) 2011-12-23 2012-12-14 Structure en béton préfabriquée pour bâtiments civils assemblés à sec

Country Status (5)

Country Link
EP (1) EP2795009A2 (fr)
CN (1) CN104066904A (fr)
IT (1) ITMI20112372A1 (fr)
RU (1) RU2014125848A (fr)
WO (1) WO2013093600A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL126873U1 (pl) * 2017-12-13 2019-06-17 Mbm-Bud Spółka Z Ograniczoną Odpowiedzialnością Łącznik pionowy ścian prefabrykowanych

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1362514A (fr) * 1963-03-28 1964-06-05 élément de construction et bâtiment obtenu à partir de tels éléments
US3296758A (en) * 1963-06-28 1967-01-10 Kirkkejner O Knudsen Superimposed building blocks with vertically spaced flat bars interfitted therewith connected by threaded stud members
US4694621A (en) * 1984-11-07 1987-09-22 Locke Reginald A J Modular building connecting means
US6065263A (en) * 1997-06-27 2000-05-23 Kaieitechno Co., Ltd. Connecting structure for concrete block and connector used therefor
JP2001280086A (ja) * 2000-03-31 2001-10-10 Ishikawajima Constr Materials Co Ltd コンクリート構造物の継手構造
JP4444555B2 (ja) * 2002-09-24 2010-03-31 東京地下鉄株式会社 土木構造物の継手構造
GB0224342D0 (en) * 2002-10-19 2002-11-27 Morrison John H O Mortarless bolted brick construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL126873U1 (pl) * 2017-12-13 2019-06-17 Mbm-Bud Spółka Z Ograniczoną Odpowiedzialnością Łącznik pionowy ścian prefabrykowanych

Also Published As

Publication number Publication date
WO2013093600A3 (fr) 2013-11-21
RU2014125848A (ru) 2016-02-20
EP2795009A2 (fr) 2014-10-29
ITMI20112372A1 (it) 2013-06-24
CN104066904A (zh) 2014-09-24

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