FR2227403A1 - Reinforced concrete building method - uses prefabricated superimposed generally T shaped sections one storey high - Google Patents

Reinforced concrete building method - uses prefabricated superimposed generally T shaped sections one storey high

Info

Publication number
FR2227403A1
FR2227403A1 FR7315336A FR7315336A FR2227403A1 FR 2227403 A1 FR2227403 A1 FR 2227403A1 FR 7315336 A FR7315336 A FR 7315336A FR 7315336 A FR7315336 A FR 7315336A FR 2227403 A1 FR2227403 A1 FR 2227403A1
Authority
FR
France
Prior art keywords
reinforced concrete
concrete building
shaped sections
building method
prefabricated superimposed
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
FR7315336A
Other languages
French (fr)
Other versions
FR2227403B1 (en
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.)
Coignet Constructions Edmond Fr
COIGNET CONSTRUCT EDMOND
Original Assignee
Coignet Constructions Edmond Fr
COIGNET CONSTRUCT EDMOND
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 Coignet Constructions Edmond Fr, COIGNET CONSTRUCT EDMOND filed Critical Coignet Constructions Edmond Fr
Priority to FR7315336A priority Critical patent/FR2227403A1/en
Priority to JP49047462A priority patent/JPS50117211A/ja
Publication of FR2227403A1 publication Critical patent/FR2227403A1/en
Application granted granted Critical
Publication of FR2227403B1 publication Critical patent/FR2227403B1/fr
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/22Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material with parts being prestressed
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

Each building is formed of front and back uprights, between which are inserted crosswalls. The uprights are generally T-shaped and are placed on top of each other, and the cross-pieces inserted between each one vary in number; each T-piece and each cross-piece being one storey high. The prefabricated sections contain sleeves for pre-stressing cables positioned vertically and horizontally between the assembled sections. The T-sections are fixed together by applying resin to the top surface of each cross-piece and to the bottom surface of each upright.
FR7315336A 1973-04-27 1973-04-27 Reinforced concrete building method - uses prefabricated superimposed generally T shaped sections one storey high Granted FR2227403A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
FR7315336A FR2227403A1 (en) 1973-04-27 1973-04-27 Reinforced concrete building method - uses prefabricated superimposed generally T shaped sections one storey high
JP49047462A JPS50117211A (en) 1973-04-27 1974-04-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR7315336A FR2227403A1 (en) 1973-04-27 1973-04-27 Reinforced concrete building method - uses prefabricated superimposed generally T shaped sections one storey high

Publications (2)

Publication Number Publication Date
FR2227403A1 true FR2227403A1 (en) 1974-11-22
FR2227403B1 FR2227403B1 (en) 1976-05-07

Family

ID=9118577

Family Applications (1)

Application Number Title Priority Date Filing Date
FR7315336A Granted FR2227403A1 (en) 1973-04-27 1973-04-27 Reinforced concrete building method - uses prefabricated superimposed generally T shaped sections one storey high

Country Status (2)

Country Link
JP (1) JPS50117211A (en)
FR (1) FR2227403A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2553009B2 (en) * 1993-03-15 1996-11-13 庄次 松沢 Mounting structure of bearing wall
CN115928879A (en) * 2022-11-01 2023-04-07 中亿丰建设集团股份有限公司 Assembled reinforced concrete structure beam node

Also Published As

Publication number Publication date
JPS50117211A (en) 1975-09-13
FR2227403B1 (en) 1976-05-07

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Legal Events

Date Code Title Description
ST Notification of lapse