FR2980223B1 - PREFABRICATED CONCRETE BUILDING STRUCTURE HAVING ANTISISMIC CHARACTERISTICS - Google Patents

PREFABRICATED CONCRETE BUILDING STRUCTURE HAVING ANTISISMIC CHARACTERISTICS

Info

Publication number
FR2980223B1
FR2980223B1 FR1158282A FR1158282A FR2980223B1 FR 2980223 B1 FR2980223 B1 FR 2980223B1 FR 1158282 A FR1158282 A FR 1158282A FR 1158282 A FR1158282 A FR 1158282A FR 2980223 B1 FR2980223 B1 FR 2980223B1
Authority
FR
France
Prior art keywords
branch
vertical
framework
series
fixing
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.)
Active
Application number
FR1158282A
Other languages
French (fr)
Other versions
FR2980223A1 (en
Inventor
Acqua Igor Dall
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.)
EUROBETON FRANCE
Original Assignee
EUROBETON FRANCE
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 EUROBETON FRANCE filed Critical EUROBETON FRANCE
Priority to FR1158282A priority Critical patent/FR2980223B1/en
Publication of FR2980223A1 publication Critical patent/FR2980223A1/en
Application granted granted Critical
Publication of FR2980223B1 publication Critical patent/FR2980223B1/en
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
    • E04B1/18—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
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
    • 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
    • E04B1/36—Bearings or like supports allowing movement
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
    • 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
    • E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The framework of prefabricated concrete building comprises a central branch (5) separating two terminal sections including an upper branch (6) and a lower branch (7) or fixing branch. The framework of prefabricated concrete building is constituted by assembling one part of a series of vertical concrete posts (1) reinforced with rectangular section and other part of a series of horizontal prestressed concrete beams (2) having a rectangular section. The vertical concrete posts are equipped with two pairs of vertical thread spindles projecting on their upper face (3). The framework of prefabricated concrete building comprises a central branch (5) separating two terminal sections including an upper branch (6) and a lower branch (7) or fixing branch. The framework of prefabricated concrete building is constituted by assembling one part of a series of vertical concrete posts (1) reinforced with rectangular section and other part of a series of horizontal prestressed concrete beams (2) having a rectangular section. The vertical concrete posts are equipped with two pairs of vertical thread spindles projecting on their upper face (3) and penetrating in a reservation unit practically associated through the fixing branch. The reservation unit is filled with: a jointing material around the thread spindles to carry out a stitched assembly; and a viscoelastic jointing material containing bitumen doped with polymers and mineral load consisting of silica sand and/or fines to obtain an expansion joint having anti-seismic characteristics. The viscoelastic material is sunk in fixing metal box having rectangular form inserted in the reservation unit. The fixing metal box has geometry and dimensions corresponding to the reservation unit. The thread spindles cooperate with connection elements to reduce a section of viscous flow to increase its speed and its rigidity under the action of jolts seismic, and are surrounded within jointing material by concentric metal tubes to increase the surface contact with the material.
FR1158282A 2011-09-19 2011-09-19 PREFABRICATED CONCRETE BUILDING STRUCTURE HAVING ANTISISMIC CHARACTERISTICS Active FR2980223B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR1158282A FR2980223B1 (en) 2011-09-19 2011-09-19 PREFABRICATED CONCRETE BUILDING STRUCTURE HAVING ANTISISMIC CHARACTERISTICS

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1158282A FR2980223B1 (en) 2011-09-19 2011-09-19 PREFABRICATED CONCRETE BUILDING STRUCTURE HAVING ANTISISMIC CHARACTERISTICS

Publications (2)

Publication Number Publication Date
FR2980223A1 FR2980223A1 (en) 2013-03-22
FR2980223B1 true FR2980223B1 (en) 2013-10-18

Family

ID=45350933

Family Applications (1)

Application Number Title Priority Date Filing Date
FR1158282A Active FR2980223B1 (en) 2011-09-19 2011-09-19 PREFABRICATED CONCRETE BUILDING STRUCTURE HAVING ANTISISMIC CHARACTERISTICS

Country Status (1)

Country Link
FR (1) FR2980223B1 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2604533C3 (en) * 1976-02-06 1979-06-07 Wilhelm 4390 Gladbeck Mastiaux Support structure for a reinforced concrete component, such as a solid roof slab or the like, of buildings, mounted in a sliding manner on a masonry with an optionally reinforced smoothing layer
US4583336A (en) * 1984-10-29 1986-04-22 The Austin Company Joint of preformed concrete elements
EP0545854B1 (en) * 1991-11-29 1996-01-17 Toni H. Erb Shear mandrel connector device

Also Published As

Publication number Publication date
FR2980223A1 (en) 2013-03-22

Similar Documents

Publication Publication Date Title
CN103104053A (en) Assembled concrete shear wall and construction method thereof
CN204645273U (en) A kind of prestressing force Self-resetting concrete space frame node
CN101761344A (en) Prefabricated pipe section for shield tunnel and preparation method thereof
CN107237402A (en) A kind of low damage Self-resetting assembly concrete two-way frame bean column node
CN203113556U (en) Fabricated concrete shear wall
CN201599040U (en) Prefabricated segments for shield tunneling
CN104818775A (en) Novel prefabricated frame structure
CN203559331U (en) Reactive powder concrete deck type arch bridge of railway
CN103924680A (en) Precast concrete beam and square-rectangular concrete-filled steel tube column combining joint employing unbonded prestressed and ordinary reinforcement for connection
CN109898691A (en) A kind of damping earthing type assembled steel reinforced concrete tuning quality damping wall
CN105545004A (en) Connecting device for additionally arranging elevator on existing building
CN103452235A (en) Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall
CN104294963B (en) A kind of bottom punches the precast concrete shear wall plate of band energy-dissipating device
CN103938730A (en) Combination node for connecting concrete beam with round steel tube concrete column through unbonded prestressed ribs and ordinary steel bars
CN103603435A (en) Assembled concrete seismic beam-column frame and construction method thereof
CN104631302A (en) Perforated thin-wall precast channel beam for rail transit and precast method of perforated thin-wall precast channel beam for rail transit
CN205035928U (en) Bottom flexible column energy dissipation shock insulation structure
CN204212285U (en) A kind of novel bottom punches and is with the precast concrete shear wall plate of energy-dissipating device
CN103696512A (en) Z-frame component and lightweight concrete body fabricated shear wall and connection structure thereof
CN204491883U (en) A kind of assembling energy consumption steel plate shear wall
CN204645318U (en) A kind of overlaid plate type shear wall
CN108412036B (en) Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node
FR2980223B1 (en) PREFABRICATED CONCRETE BUILDING STRUCTURE HAVING ANTISISMIC CHARACTERISTICS
CN104452962A (en) Built-in inverted-corbel type concrete structure frame beam-column joint
CN103883035B (en) Shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt multiple H-shaped steel plates and construction method

Legal Events

Date Code Title Description
PLFP Fee payment

Year of fee payment: 6

PLFP Fee payment

Year of fee payment: 7

PLFP Fee payment

Year of fee payment: 8

PLFP Fee payment

Year of fee payment: 9

PLFP Fee payment

Year of fee payment: 10

PLFP Fee payment

Year of fee payment: 11

PLFP Fee payment

Year of fee payment: 12

PLFP Fee payment

Year of fee payment: 13