EP0874942B1 - Systeme de gros oeuvre pour la construction de batiments notamment des maisons individuelles - Google Patents

Systeme de gros oeuvre pour la construction de batiments notamment des maisons individuelles Download PDF

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Publication number
EP0874942B1
EP0874942B1 EP97900657A EP97900657A EP0874942B1 EP 0874942 B1 EP0874942 B1 EP 0874942B1 EP 97900657 A EP97900657 A EP 97900657A EP 97900657 A EP97900657 A EP 97900657A EP 0874942 B1 EP0874942 B1 EP 0874942B1
Authority
EP
European Patent Office
Prior art keywords
aforesaid
panels
crooks
reinforcements
concrete
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.)
Expired - Lifetime
Application number
EP97900657A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0874942A1 (fr
Inventor
Roland Patrick Germain
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.)
MI SA
Original Assignee
MI SA
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Filing date
Publication date
Application filed by MI SA filed Critical MI SA
Publication of EP0874942A1 publication Critical patent/EP0874942A1/fr
Application granted granted Critical
Publication of EP0874942B1 publication Critical patent/EP0874942B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/0007—Base structures; Cellars
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels

Definitions

  • the present invention relates to a structural system for the construction of buildings, particularly houses individual.
  • the present invention therefore aims to eliminate the aforementioned drawbacks and to propose a wholesale system earthquake-resistant work of limited weight which is simple and quick to assemble.
  • the body thereof Due to the presence of continuous housing over the entire length of the chaining elements, the body thereof has a substantially L or C sectional shape transverse, which significantly reduces their weight.
  • the horizontal chain reinforcements consist of several horizontal bars, for example four bars arranged in parallelogram, and several frames transverse metal connecting the bars together, preferably arranged at regular intervals, and confined inside the aforementioned continuous housing.
  • the sticks, anchor posts and metal posts of the external structure are substantially aligned in a vertical direction.
  • the aforementioned flange can consist of a plurality of protruding portions spaced from each other on the inner top edge chaining elements, so that two butts at fewer are suspended by each protruding portion.
  • a post anchor has at least two bars that extend vertically from the foundations between the sticks of the same projecting portion and curve horizontally in the continuous housing respectively in opposite directions.
  • the aforementioned rim can alternatively be provided for the aforementioned rim to be consisting of a temporary installation template to retain the sticks before pouring concrete into the continuous housing cited above.
  • the invention preferably relates to a structural system comprising an external reinforced concrete cladding forming the external peripheral walls of the house, which is carried by the aforementioned supporting structure and consisting of a plurality of modular bay panels or frames.
  • the aforementioned panels are thin concrete slabs reinforced on their internal face by a network of ribs criss-cross which are armed by metal bars, for example steel.
  • the aforementioned metal posts of the supporting structure are mounted on the chaining elements via a post base plate, a portion of which is slightly cantilevered outwards to come fit into a positioning notch on the inner side of a start panel and serve possibly also a fulcrum for this panel.
  • a notch is made over the entire height of the side edges of each panel or frame to provide an intermediate space decompression between two panels vertically adjacent.
  • Figure 1 is a schematic top view of the frame of a detached house.
  • Figure 2 is a schematic view in elevation lateral view of the external cladding of Figure 1.
  • Figure 3 is a perspective view, internal side, of a current chaining element of the system according to the invention.
  • Figure 4 is a view similar to Figure 3, showing the different reinforcements associated with the element of chaining.
  • Figure 5 is a view similar to Figure 4, but representing an outgoing corner chaining element.
  • Figure 6 is a top view of Figure 5, without the frames.
  • Figure 7 is a view similar to Figure 4, but representing a re-entrant corner chaining element.
  • Figure 8 is a cross-sectional view of the element of the chain of FIG. 3, along the line VIII-VIII, in its final assembled state.
  • FIG. 9 is a schematic view similar to FIG. 8, showing an external cladding carried by a post which is mounted on the chaining element.
  • Figure 10 is a partial view in cross section in Figure 9, along arrow X.
  • Figure 11 is a view of a detail indicated by the arrow XI in Figure 10.
  • Figure 12 is a partial perspective view of the Figure 9, along arrow XII.
  • Figure 13 is a partial perspective view of the figure 9, along arrow XIII, before fixing the panel on the supporting structure.
  • Figures 14 to 16 are partial views and in perspective of the internal face respectively of a panel current, a starting panel and a frame of bay.
  • the structural system of the invention comprises a external frame 1 for the construction of a house individual.
  • This external frame 1 has a base 2 made up of a plurality of concrete chaining elements 3, 103 forming the basic perimeter of the house, and 4 walls exterior 4 made up of a plurality of posts vertical metals 5 forming the supporting structure and a plurality of panels 6 and window frames 7 carried by said structure.
  • Figures 3 and 4 show a chaining element longitudinal or current 3, generally square vertical cross section which consists of a plinth horizontal longitudinal 9 extending at right angles to its outer longitudinal edge by a vertical wall longitudinal 10.
  • the vertical wall 10 can be cast in one piece with the base 9 or embedded therein.
  • Openings 11 pass vertically through the base 9 to allow the passage of anchor frames shown in 12 by broken lines in FIG. 4.
  • the vertical wall 10 has on the upper part of its external face a re-entrant shoulder 13 which extends over the entire length of element 3 to allow the evacuation of the condensation water which forms at the base of the house wall.
  • a rim formed by one or more protruding portions forming tongue 14 extends horizontally overhang inward from the top edge of the vertical wall 10.
  • the chaining element earthquake-resistant 3 comprises two tabs 14 spaced apart one on the other on the internal periphery of the wall 10.
  • One or more sticks 15, for example two sticks (see Figure 4), can be suspended at their end 15a upper by each tab 14.
  • Figures 3, 4 and 7 show the axis lines 15a of the upper ends of the sticks 15.
  • a continuous housing shown in Figure 3 by its axis L extends over the entire length of each element of chain 3 so as to be open inwards and delimited by the upper face of the sole 9, the face internal of the wall 10 and the underside of the tongues 14.
  • the stocks 15 are arranged so that their ends free curved, opposite their upper end, or suspended in this continuous housing L.
  • a vertical notch 16 is formed in the internal face from the wall 10 to the right of each tab 14 for facilitate the passage of the sticks 15 and their coating with concrete poured in situ 17 (see figure 8).
  • Continuous housing L receives the chain fittings horizontal which extend over the entire inner periphery from the base of the house to form a chain uninterrupted connecting the different chaining elements 3 together.
  • the chain reinforcement horizontal consist of one or more bars horizontal 18, for example four bars which are arranged in parallelogram, and a plurality of frames transverse metal 19 which are fixed on the bars preferably at regular and limited intervals in the aforementioned continuous housing L.
  • the anchoring frames 12 are intended to anchor the chain elements 3 in foundations F, crossing a continuous footing or masonry in concrete 20 (see Figure 8).
  • the reinforcements anchor 12 may consist of two bars which extend substantially vertically from foundations and curve after crossing the base 9 of a chaining element 3 to extend substantially horizontally in the continuous housing L respectively in opposite directions, passing over the ends bent butts 15.
  • the outgoing corner element 103 differs from the corner element current 3 by the fact that the vertical wall 110 and the base 109 consist of two portions oriented in a different direction, for example at right angles.
  • the vertical wall 110 has at the upper part of its external face a re-entering shoulder 113 for draining water from condensation.
  • a single opening 111 is provided here at the top of the corner part of the base 109 for the passage of the reinforcements anchor 12 (see Figure 5).
  • the vertical wall 210 and the base 209 are also here in two portions oriented in different directions, for example at a right angle, and an opening 211 is also practiced in the corner part of the base 209 for the passage of anchoring reinforcement.
  • the rim for suspending the stocks 15 is formed here of a angular projecting portion 214 which can be crossed by five sticks for example.
  • the continuous housing L extends horizontally over their entire internal periphery following the angle defined by these elements (see Figure 6).
  • the metal posts 5 are fixed on the chain elements 3 via a mounting plate post base 22 which is crossed by the ends upper 15a of the stocks 15, which plate 22 makes slightly protruding towards the outside of the vertical wall 10 to come and fit into a notch positioning 23 provided on the internal face of a panel 6 said to start.
  • This notch 23 can be used both for positioning quick start 6 and fulcrum panels for these latter.
  • the metal posts 5 have a general shape in I in horizontal section and their outer wing 5a which extends over the entire height of the posts in a plane parallel to the panels 6 is used to fix them on the load-bearing structure.
  • sockets 26 are anchored on the internal face of the panels 6, in which are screwed with screws 27.
  • the head of these screws and the face internal panels 6 sandwich flanges 28 to stepped section with opposite ends supported on the inner face of the aforementioned wing 5a of the posts 5.
  • the panels 6 are thin reinforced concrete slabs on their internal face by a network of ribs crisscrossed and reinforced by metal steel bars 31 which are preferably included along the ribs 30 mentioned above.
  • the network of ribs may include ribs extending over the entire periphery of the panel 6, as well as horizontally extending intermediate ribs and vertically on the internal face of the latter.
  • the aforementioned sockets 26 are embedded in the panels 6 at the peripheral ribs, preferably at their four corners and are anchored on the bar reinforcement of steel 31 to resist the tearing force during tightening of the panels 6 on the supporting structure.
  • the ribs 30 are flared from from their internal face towards the bottom 6a of the panel 6 with a draft angle to allow demoulding of the slabs during manufacture.
  • the aforementioned notch 23 is formed in the lower corners a starting panel 6 (see Figure 15) at the peripheral ribs.
  • the tiles 6 also have a notch 32 which is practiced over the entire height of their lateral edges to save the decompression space 25 above between two vertically adjacent panels.
  • the frame 7 includes such notch 32 over the entire height of the side edges of its amounts 36.
  • a notch 33 and an associated flange 34 are provided on the entire length respectively of one of the slices lower and upper of each panel to arrange a space for receiving a water seal 35 between two horizontally adjacent panels or between a starting panel and the underlying chaining element 3 (see figure 9).
  • Slab 6 shown in Figure 15 is said to start because it is intended to be placed just above the chaining elements 3, while the slab 6 shown in Figure 14 is said to be common because it is intended to be placed above the starting tiles.
  • the frame 7 shown in FIG. 16 is intended by example to receive doors, windows or bays glazed.
  • the lateral uprights 36 and the lintel 37 of the frame 7 have a general L shape consisting of a first portion that extends in a vertical plane to catch up with the stacking level of slabs and a second portion perpendicular to the first which is intended to catch up the difference between the width of the wall and the thickness of the carpentry.
  • the threshold portion 38 of the frame 7 has a shape general flat and horizontal which is intended to catch up the difference between the width of the wall and the thickness of the carpentry.
  • sockets of fixing 26 are provided in the two upper corners of the vertical portion of lintel 37 and on the portions uprights 36.
  • All the panels 6 and the frames 7 constitute the external cladding of the frame, serves as a support for architectural elements (not shown) linked to the finish the facades, and seal the house noise penetration and sufficient resistance to external climatic or human factors.
  • the aforementioned supporting metallic structure can be clad inside by plasterboard panels (not shown) fixed to the posts by legs and rails metallic, and dressed with elements resistant to fire analogously to traditional systems.
  • the elements of chain 3, slabs 6 and frames 7 are modular, can have sizes and shapes different and can be formed in one piece or in Several pieces.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
EP97900657A 1996-01-17 1997-01-16 Systeme de gros oeuvre pour la construction de batiments notamment des maisons individuelles Expired - Lifetime EP0874942B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9600494 1996-01-17
FR9600494A FR2743588B1 (fr) 1996-01-17 1996-01-17 Systeme de gros oeuvre pour la construction de batiments notamment des maisons individuelles
PCT/FR1997/000077 WO1997026418A1 (fr) 1996-01-17 1997-01-16 Systeme de gros oeuvre pour la construction de batiments notamment des maisons individuelles

Publications (2)

Publication Number Publication Date
EP0874942A1 EP0874942A1 (fr) 1998-11-04
EP0874942B1 true EP0874942B1 (fr) 1999-09-08

Family

ID=9488187

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97900657A Expired - Lifetime EP0874942B1 (fr) 1996-01-17 1997-01-16 Systeme de gros oeuvre pour la construction de batiments notamment des maisons individuelles

Country Status (12)

Country Link
US (1) US6192639B1 (xx)
EP (1) EP0874942B1 (xx)
AR (1) AR009451A1 (xx)
BR (1) BR9707044A (xx)
ES (1) ES2137771T3 (xx)
FR (1) FR2743588B1 (xx)
ID (1) ID17844A (xx)
MY (1) MY120690A (xx)
PL (1) PL185435B1 (xx)
RU (1) RU2155256C2 (xx)
WO (1) WO1997026418A1 (xx)
ZA (1) ZA97346B (xx)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7062885B1 (en) 2002-02-26 2006-06-20 Dickenson Jr George H Foundation wall, construction kit and method
US7124545B1 (en) * 2002-06-07 2006-10-24 Frank Poma Tilt-up panel and method
US7073298B1 (en) 2003-12-08 2006-07-11 Toan Phan Solid shear panel for supporting a light-framed structure
US7849648B2 (en) * 2004-12-30 2010-12-14 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for flooring
CA2532105C (en) * 2005-01-05 2014-04-08 Novabrik International Inc. A starter element for stackable inter-engaging bricks
US7849650B2 (en) * 2005-01-27 2010-12-14 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for a fire wall and other fire resistive assemblies
US7841148B2 (en) * 2005-01-27 2010-11-30 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for roofing
US7849649B2 (en) * 2005-01-27 2010-12-14 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls
US7845130B2 (en) * 2005-12-29 2010-12-07 United States Gypsum Company Reinforced cementitious shear panels
US7870698B2 (en) * 2006-06-27 2011-01-18 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for building foundations
CN105735636B (zh) * 2016-01-29 2017-12-29 中国华冶科工集团有限公司 一种泛水墙体模板支设装置及方法

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1618886A (en) * 1924-05-02 1927-02-22 E N Peterson Concrete building
FR1589289A (xx) * 1968-10-14 1970-03-23
US4051641A (en) * 1973-08-09 1977-10-04 Elliott James I Panelized structural system
EP0107749A1 (en) * 1982-10-28 1984-05-09 Paolo Scapigliati Aseismatic building structure
FR2590294A1 (fr) * 1985-11-18 1987-05-22 Picamoles Florent Ensemble con
FR2686108B1 (fr) * 1986-03-21 1994-03-18 Guy Pierrel Procede de construction en beton arme ou similaire avec plots de fondation et elements de murs prefabriques a longrines incorporees et talon de pose pour elements de plancher et composants pour sa mise en óoeuvre.
GB2200383A (en) * 1987-01-22 1988-08-03 Charles Greed Peter Engineered housing
US4903450A (en) * 1989-05-02 1990-02-27 Adams Products Company Concrete footer block and foundation system formed therefrom
DK0736124T3 (da) * 1993-12-20 2001-10-29 R A R Consultants Ltd Jordskælvs-, vind- og brandmodstandsdygtige præfabrikerede bygningspaneler og strukturer dannet deraf
CA2191514A1 (en) * 1996-11-28 1998-05-28 Arne B. Wallin Modular wall system
US5913793A (en) * 1998-05-26 1999-06-22 Hills; Craig A. Method and apparatus for manufacturing concrete panels and for constructing a wall with the panels

Also Published As

Publication number Publication date
PL327857A1 (en) 1999-01-04
BR9707044A (pt) 1999-12-28
FR2743588B1 (fr) 1998-03-06
MY120690A (en) 2005-11-30
PL185435B1 (pl) 2003-05-30
WO1997026418A1 (fr) 1997-07-24
ZA97346B (en) 1997-07-22
RU2155256C2 (ru) 2000-08-27
US6192639B1 (en) 2001-02-27
FR2743588A1 (fr) 1997-07-18
ES2137771T3 (es) 1999-12-16
AR009451A1 (es) 2000-04-26
ID17844A (id) 1998-01-29
EP0874942A1 (fr) 1998-11-04

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