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WO2007051262A1 - Procede de construction antisismique - Google Patents

Procede de construction antisismique Download PDF

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Publication number
WO2007051262A1
WO2007051262A1 PCT/AZ2005/000004 AZ2005000004W WO2007051262A1 WO 2007051262 A1 WO2007051262 A1 WO 2007051262A1 AZ 2005000004 W AZ2005000004 W AZ 2005000004W WO 2007051262 A1 WO2007051262 A1 WO 2007051262A1
Authority
WO
WIPO (PCT)
Prior art keywords
blocks
building
vertical holes
damping
pins
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/AZ2005/000004
Other languages
English (en)
Russian (ru)
Inventor
Elchin Nusrat Ogli Khalilov
Valter Kofler
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
Priority to EP05858542A priority Critical patent/EP1947248A4/fr
Priority to PCT/AZ2005/000004 priority patent/WO2007051262A1/fr
Publication of WO2007051262A1 publication Critical patent/WO2007051262A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • 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
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • 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 invention relates to the field of building materials, and in particular to methods of laying bearing walls.
  • a known building block comprising a housing and connected to other building blocks by means of a binder - cement (1).
  • the disadvantage of laying this building block is the need to use a binder and low seismic resistance associated with the destruction of the cement bond between the blocks when passing through a masonry from these blocks of a seismic wave from a strong earthquake.
  • Known building block comprising a housing containing coaxially located on opposite sides of the protrusions and grooves (2). Masonry from these building blocks is carried out by inserting the protrusions of some blocks into the grooves of others, while the connecting joints are pre-lubricated with a binder (cement or glue), which creates a more dense and monolithic bond between these blocks.
  • a binder cement or glue
  • the closest in technical essence and the achieved result is a method of laying building blocks with vertical through holes located symmetrically relative to the median vertical plane, connected by liners installed in the holes half protruding from the block plane, where channels can contain reinforcing rods to ensure seismic resistance of the structures, and surfaces liners and cones are covered with a viscous material - bitumen, adhesive mastic. (four)
  • the objective of the proposed method is to simplify the masonry technology and increase the strength and seismic stability of masonry buildings from earthquake-resistant building blocks.
  • the problem is solved in that the method of earthquake-resistant construction, including laying bearing walls from building blocks with vertical holes, where the blocks are installed on the free part of the steel pins located around the entire perimeter of the foundation, the supporting and internal walls of the building, blocks
  • the load-bearing and internal walls are connected to the interfloor ceilings in such a way that the steel pin, which is mounted in the middle part in the ceiling, is installed from below into the vertical holes of the blocks of the lower floor, and from above into the vertical holes of the blocks of the upper floor; at least three are installed on the free part of the pin rows of masonry, and the steel pins are rigidly mounted on a metal frame around the entire perimeter of the foundation, of the supporting and internal walls of the building, while the metal frame is freely mounted on strong supports canals installed on the surface of the building foundation; in interfloor ceilings, steel pins are installed in vertical cylindrical cavities located around the entire perimeter, while on the steel pins, at a height V 2 of the thickness of the overlap from the middle of the pins, the support element is rigid
  • the essence of the proposed method lies in the fact that steel pins with increased elasticity, when passing a seismic wave, bend within certain limits without destroying the seismic blocks, and the presence of damping elements allows to reduce shock loads with high acceleration of the displacement of the earth's surface during an earthquake.
  • FIG. 1, 2 and 3 The proposed method is structurally presented in FIG. 1, 2 and 3.
  • figure 1. shows the connection of earthquake-resistant building blocks with the foundation of the building.
  • figure 2 Shows a method of connecting earthquake-resistant building blocks of load-bearing walls with floors.
  • FIG.Z Shows a general view of the building installed on the foundation.
  • a metal frame 1 is made, for example, of. steel channel.
  • metal pins 2 are rigidly fixed, the height of which corresponds to at least the height of three rows of masonry from earthquake-resistant building blocks.
  • Earthquake-resistant building 'blocks are installed on the free part of the steel pins 2, while a damping substance is applied to the surface of the metal pins or damping pads are installed.
  • the metal frame 1 is freely mounted on the solid supports 3, mounted on the fixed concrete foundation of the building 4. As supports, steel rails or other durable structures with a smooth upper surface can be used.
  • Steel pins 2 are installed vertically on a concrete or other floor between floors 1, around the entire perimeter of the bearing and internal walls, which are mounted in the middle part on the floor using the support element 3, while the bottom pins are installed in the vertical holes of the lower floor blocks 4, and from the top into the vertical holes of the blocks of the upper floor 5, Fig. 2 A.
  • the pins are installed at a length of at least three masonry building blocks, and a damping substance is applied to the surface of the pins or installed memoriruyuschie pads.
  • the uppermost overlap constituting the roof of the building (Fig. 2 V.), in the same way, is fastened with steel pins 2 with load-bearing and internal walls.
  • the upper part of the pins can have any length, depending on the roof structure of the building 7.
  • Cylindrical cavities b are installed around the entire perimeter of the supporting and internal walls of the interfloor ceilings 1, and on the steel pins 2 at a height Vg of the thickness of the floor from the middle of the pins, the supporting element 3 is rigidly fixed, Fig. 2 C.
  • the surface of the joints between the earthquake-resistant building blocks is covered with a damping substance or damping gaskets.
  • the steel pins allow the building to elastically deform in the zone of the joining of the floors with the walls within certain limits, and the damping substance between the building blocks and on the surface of the pins softens shock loads on building blocks and partially absorbs the energy of a seismic wave. Due to this, a building constructed of earthquake-resistant building blocks according to this method can be deformed at the time of an earthquake with the subsequent restoration of its original shape, but it does not collapse.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Emergency Management (AREA)
  • Business, Economics & Management (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

L'invention concerne un procédé antisismique qui comprend la pose de murs porteurs constitués de blocs de construction et comportant des orifices verticaux, les blocs étant montés sur la partie libre des barres d'acier montées sur tout le périmètre de la fondation, des murs porteurs et des murs intérieurs du bâtiment, alors que les blocs des murs porteurs et des murs internes sont reliés avec les planchers entre étages de manière à monter chaque barre d'acier, montée dans sa partie du milieu dans le plancher entre étages, soit insérée dans les orifices verticaux des blocs de l'étage inférieur, et en dessus dans les orifices verticaux des blocs de l'étage supérieur. Sur la partie libre de la barre on a posé au moins trois rangées de maçonnerie, les barres d'acier étant montées rigides dans une carcasse métallique sur tout le périmètre de la fondation, des murs porteurs et des murs intérieurs du bâtiment. La carcasse métallique est fixée librement sur des appuis résistants disposés à la surface de la fondation du bâtiment. Dans les planchers entre étages, les barres d'acier sont montées dans des cavités cylindriques verticales réalisées sur tout le périmètre. Sur ces barres d'acier, à la hauteur de la mi-épaisseur du plancher à compter depuis le milieu des barres, on a fixé rigide un élément d'appui; à la surface des barres qui se trouve en contact avec les orifices verticaux des blocs on a appliqué une substance d'amortissement; la surface des tiges en contact avec les orifices verticaux est recouverte de pièces d'amortissement intercalées. La surface des jonctions entre les blocs est revêtue d'une substance d'amortissement, et la surface des jonctions entre les blocs est recouverte de pièces d'amortissement intercalées.
PCT/AZ2005/000004 2005-11-02 2005-11-02 Procede de construction antisismique Ceased WO2007051262A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP05858542A EP1947248A4 (fr) 2005-11-02 2005-11-02 Procede de construction antisismique
PCT/AZ2005/000004 WO2007051262A1 (fr) 2005-11-02 2005-11-02 Procede de construction antisismique

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/AZ2005/000004 WO2007051262A1 (fr) 2005-11-02 2005-11-02 Procede de construction antisismique

Publications (1)

Publication Number Publication Date
WO2007051262A1 true WO2007051262A1 (fr) 2007-05-10

Family

ID=38005372

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AZ2005/000004 Ceased WO2007051262A1 (fr) 2005-11-02 2005-11-02 Procede de construction antisismique

Country Status (2)

Country Link
EP (1) EP1947248A4 (fr)
WO (1) WO2007051262A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015209119A (ja) * 2014-04-25 2015-11-24 株式会社ブリヂストン 空気入りタイヤ

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NZ624344A (en) 2014-04-30 2014-05-30 Ellsworth Stenswick Larry A seismic isolation system
CN113026992B (zh) * 2021-04-02 2021-09-17 郑州大学综合设计研究院有限公司 一种装配式空心外墙体结构及安装方法

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2241169A (en) 1937-12-08 1941-05-06 Yokes Otto Building construction
DE2326459A1 (de) 1973-05-24 1974-12-12 Waldemar Mueller Vorrichtung zum verbund von fertigbauteilen in praezisionstrockenbauweise
SU767330A1 (ru) * 1978-07-07 1980-09-30 Ленинградский зональный научно-исследовательский и проектный институт типового и экспериментального проектирования жилых и общественных зданий Стена многоэтажного сейсмостойкого здани
SU1472605A1 (ru) 1986-07-24 1989-04-15 Латвийский научно-исследовательский и экспериментально-технологический институт строительства Госстроя ЛатвССР Стена
SU1604956A1 (ru) 1988-10-10 1990-11-07 Минский научно-исследовательский институт строительных материалов Строительный камень
FR2778936A1 (fr) * 1998-05-25 1999-11-26 Georges Culica Procede de consolidation d'immeubles
WO2001057333A1 (fr) 2000-02-03 2001-08-09 Roland Heinle Composant permettant d'eriger des elements de paroi, de plafond, de plancher, de paroi de soutien, de delimitation et de paroi de separation ou des elements similaires
EP1325990A1 (fr) * 2000-09-06 2003-07-09 Japan Science and Technology Corporation Structure de pose de briques, procede de pose de briques et procede de fabrication de briques
RU2003109344A (ru) * 2003-05-05 2004-12-10 Сергей Николаевич Бархатов (RU) Бархатов Сергей Николаевич (RU) Способ возведения лекальных фундаментов и стен зданий, сооружений и устройство (элемент) для его реализации
WO2005106134A1 (fr) 2004-04-28 2005-11-10 Elchin Nusrat Ogly Khalilov Bloc de construction antisismique

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1761660A (en) * 1928-10-16 1930-06-03 Frank D Cummings Building construction
NL1014282C2 (nl) * 2000-02-03 2001-08-06 Joannes Hupkens Muur.
DE10353907B4 (de) * 2003-11-18 2006-04-27 Isoloc Schwingungstechnik Gmbh Schwingungsisolationsvorrichtung insbesondere für den Erdbebenschutz von Gebäuden

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2241169A (en) 1937-12-08 1941-05-06 Yokes Otto Building construction
DE2326459A1 (de) 1973-05-24 1974-12-12 Waldemar Mueller Vorrichtung zum verbund von fertigbauteilen in praezisionstrockenbauweise
SU767330A1 (ru) * 1978-07-07 1980-09-30 Ленинградский зональный научно-исследовательский и проектный институт типового и экспериментального проектирования жилых и общественных зданий Стена многоэтажного сейсмостойкого здани
SU1472605A1 (ru) 1986-07-24 1989-04-15 Латвийский научно-исследовательский и экспериментально-технологический институт строительства Госстроя ЛатвССР Стена
SU1604956A1 (ru) 1988-10-10 1990-11-07 Минский научно-исследовательский институт строительных материалов Строительный камень
FR2778936A1 (fr) * 1998-05-25 1999-11-26 Georges Culica Procede de consolidation d'immeubles
WO2001057333A1 (fr) 2000-02-03 2001-08-09 Roland Heinle Composant permettant d'eriger des elements de paroi, de plafond, de plancher, de paroi de soutien, de delimitation et de paroi de separation ou des elements similaires
EP1325990A1 (fr) * 2000-09-06 2003-07-09 Japan Science and Technology Corporation Structure de pose de briques, procede de pose de briques et procede de fabrication de briques
RU2003109344A (ru) * 2003-05-05 2004-12-10 Сергей Николаевич Бархатов (RU) Бархатов Сергей Николаевич (RU) Способ возведения лекальных фундаментов и стен зданий, сооружений и устройство (элемент) для его реализации
WO2005106134A1 (fr) 2004-04-28 2005-11-10 Elchin Nusrat Ogly Khalilov Bloc de construction antisismique

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
See also references of EP1947248A4
WÄNDE UND TRENNWÄNDE KKT-3.0-3 (KTP FÜR BAUINDUSTRIE, 1979

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015209119A (ja) * 2014-04-25 2015-11-24 株式会社ブリヂストン 空気入りタイヤ

Also Published As

Publication number Publication date
EP1947248A4 (fr) 2011-04-20
EP1947248A1 (fr) 2008-07-23

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