WO1991002855A1 - Method for building anti-seismic and anti-cyclonic individual housings - Google Patents

Method for building anti-seismic and anti-cyclonic individual housings Download PDF

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Publication number
WO1991002855A1
WO1991002855A1 PCT/FR1990/000612 FR9000612W WO9102855A1 WO 1991002855 A1 WO1991002855 A1 WO 1991002855A1 FR 9000612 W FR9000612 W FR 9000612W WO 9102855 A1 WO9102855 A1 WO 9102855A1
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WIPO (PCT)
Prior art keywords
seismic
elements
beams
concrete
cyclonic
Prior art date
Application number
PCT/FR1990/000612
Other languages
French (fr)
Inventor
Gérard Orriere
Original Assignee
Orriere Gerard
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 Orriere Gerard filed Critical Orriere Gerard
Priority to BR909006882A priority Critical patent/BR9006882A/en
Publication of WO1991002855A1 publication Critical patent/WO1991002855A1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
    • 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

Definitions

  • the present invention relates to a method of constructing individual anti-seismic and anti-cyclonic housings. It is intended to allow the construction of houses of all sizes meeting both anti-seismic and anti-cyclonic regulations, in particular in regions subject to hurricanes.
  • the aim of the process according to the present invention is to remedy these drawbacks. Indeed, it allows the rapid realization and with relatively simple site resources, of individual houses resistant to earthquakes as well as to cyclones.
  • stilts composed of a hollow post and a prefabricated footing, resting on a block of concrete poured on homogeneous ground, the core of the post being poured on site after the installation of reinforcements.
  • FIG. 1 is a schematic section of a pile showing the assembly of the floor panels and the panels walls as well as stringers, stiffeners and linkages.
  • Figures 2, 3 and ⁇ respectively show a sill seen from the front, in plan and in section, according to the arrows AA in Figure 2.
  • Figure 5 is a partial horizontal section of a building above a floor, showing the arrangement of the concrete elements.
  • Figure 6 is a section along the arrows B-B of the figure
  • Figure 7 is a view of the interior of the construction showing the prefabricated panels making up a wall, as well as the mounting of the metal frame on the gable.
  • Figure 8 shows schematically the metal frame seen from above, with the shape of the cross section of the different components.
  • Figures 9 and 10 are schematic sections showing the different methods of assembling concrete panels, respectively for floors and walls.
  • a construction produced according to the process which is the subject of the present invention consists of prefabricated structural elements of reinforced concrete, connecting elements cast on site, also of reinforced concrete, and of a metal roof.
  • the connecting elements cast on site include stiffening posts 7 and horizontal chaining 8.
  • the roof is composed of a cover of pre-lacquered galvanized sheet metal (not shown) mounted on a frame assembled by common metal parts bolted or welded, and produced by four elements made of folded galvanized sheet metal:
  • Phase A Earthworks: realization of a excavation 20 of approximately
  • Phase B Installation and bolting 15 of the facade panels 5. Installation of the formwork for the stiffening posts 7 and installation of the reinforcements 25.
  • Phase C Installation of the facade panels and realization of the stiffening posts of the upper level under the same conditions as for phase B.
  • Phase D Installation and assembly of the metal frame 9, 10, 11, 12 fixed by bolts 13 on the concrete parts. Installation of cover panels on purlins 11.
  • Phase E Finishing work, finishes. Thanks to its unique feature of ensuring resistance to earthquakes as well as hurricanes, thanks to the simplicity of the means of implementation, thanks to the prefabrication of the main elements and to its low cost, the process which comes to be described lends itself particularly well to the realization of individual housing complexes in regions presenting seismic risks and subject to cyclones. The positioning of the various constituent elements gives this process a maximum of useful effects which had not been obtained to date by similar processes.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to a method for building anti-seismic and anti-cyclonic individual housings. It is comprised of the combination of 1) piles consisting of a hollow strut and a base which are prefabricated; 2) elements which are also prefabricated and are made of reinforced concrete comprising girders, beams (6) and shell-like panels used both for forming floors (4) and the outer or inner walls (5) said elements being in the first place assembled by bolting (14, 15); 3) stiffening posts (7) and ties (8) of reinforced concrete, cast in place, forming the definitive assembly; 4) a roof consisting of a metal framework attached to the concrete parts, and of a covering of undulated galvanized pre-lacquered steel sheet. The method allows the building of houses of any size in conformity with anti-seismic and anti-cyclonic regulations, particularly in regions subjected to hurricanes.

Description

PROCEDE DE CONSTRUCTION DE LOGEMENTS INDIVIDUELS ANTI- SISMIQUES ET ANTI-CYCLONIQUESMETHOD FOR CONSTRUCTING SINGLE-SEIZE AND ANTI-CYCLONIC HOUSING
La présente invention a pour objet un procédé de construction de logements individuels anti-sismiques et anti-cycloniques . Il est destiné à permettre la réalisation de maisons de toutes tailles répondant à la fois aux réglementations anti-sismiques et anti-cycloniques , en particulier dans les régions soumises aux ouragans .The present invention relates to a method of constructing individual anti-seismic and anti-cyclonic housings. It is intended to allow the construction of houses of all sizes meeting both anti-seismic and anti-cyclonic regulations, in particular in regions subject to hurricanes.
Les procédés anti-sismiques réalisés à ce jour sont le plus souvent basés sur l ' utilisation d ' éléments élastiques ou glissants interposés entre l 'ossature et les fondations et permettant des déplacements horizontaux du bâtiment par rapport au sol. Ces procédés , outre qu ' ils sont difficiles à mettre en oeuvre et ne peuvent en général absorber que des secousses limitées en amplitude et en durée, s ' avèrent très peu efficaces pour des constructions légères telles que des maisons individuelles , très courantes dans beaucoup de régions à forte activité sismique. Certaines de ces régions se trouvent dans les zones de passage des. cyclones et il n ' existe à notre connaissance aucun système de construction de maisons légères assurant en même temps la protection contre les secousses telluriques et les effets des ouragans ou cyclones.The anti-seismic processes carried out to date are most often based on the use of elastic or sliding elements interposed between the framework and the foundations and allowing horizontal movements of the building relative to the ground. These methods, in addition to being difficult to carry out and generally being able to absorb only tremors limited in amplitude and in duration, prove to be very ineffective for light constructions such as individual houses, very common in many areas. regions with strong seismic activity. Some of these regions are found in the transit areas of. cyclones and there is to our knowledge no system of construction of light houses ensuring at the same time protection against earthquakes and the effects of hurricanes or cyclones.
Le procédé suivant la présente invention a pour but de remédier à ces inconvénients. En effet , il permet la réalisation rapide et avec des moyens de chantier relativement simples, de maisons individuelles résistant aussi bien aux secousses telluriques qu ' aux cyclones.The aim of the process according to the present invention is to remedy these drawbacks. Indeed, it allows the rapid realization and with relatively simple site resources, of individual houses resistant to earthquakes as well as to cyclones.
11 est constitué par la combinaison11 consists of the combination
1° de pilotis composés d' un potelet creux et d ' une semelle préfabriqués , reposant sur un bloc de béton coulé sur sol homogène , le noyau du potelet étant coulé sur place après mise en place d ' armatures .(1) stilts composed of a hollow post and a prefabricated footing, resting on a block of concrete poured on homogeneous ground, the core of the post being poured on site after the installation of reinforcements.
2° d' éléments également préfabriqués , en béton armé, comprenant des longrines , des poutres et des panneaux en forme de coques utilisés aussi bien pour constituer les planchers que les murs extérieurs ou intérieurs , ces éléments étant dans un premier temp assemblés par boulonnage pour former le gros oeuvre du bâtiment reposant sur les pilotis précités.2 ° of also prefabricated elements, in reinforced concrete, comprising sills, beams and panels in the shape of hulls used as well to constitute the floors as the exterior or interior walls, these elements being at first bolted together to form the main structure of the building resting on the aforementioned piles.
3° de poteaux raidisseurs et de chaînages en béton armé coulés sur place réalisant l'assemblage définitif. _+° d'une toiture formée d'une part d'une charpente métallique réalisée en éléments -de tôle galvanisée pliée, certains de ces éléments formant une lisse périphérique fixée aux parties en béton, et d'autre part d'une couverture en tôle ondulée d'acier galva¬ nisé pré-laquée. Sur les dessins annexés, donnés à titre d'exemple non limitatif d'une des formes de réalisation de l'objet de l'invention : La figure 1 est une coupe schématique d'un pilotis montrant l'assemblage des panneaux plancher et des panneaux murs ainsi que des longrines, raidisseurs et chaînages. Les* figures 2, 3 et Λ montrent respectivement une longrine vue de face, en plan et en coupe, suivant les flèches A-A de la figure 2.(3) stiffening posts and reinforced concrete chains, cast in place, making the final assembly. _ + ° of a roof formed on the one hand of a metal frame made of elements of folded galvanized sheet, some of these elements forming a peripheral smooth fixed to the concrete parts, and on the other hand of a cover in corrugated sheet of galvanized pre-lacquered steel. In the accompanying drawings, given by way of nonlimiting example of one of the embodiments of the subject of the invention: FIG. 1 is a schematic section of a pile showing the assembly of the floor panels and the panels walls as well as stringers, stiffeners and linkages. * Figures 2, 3 and Λ respectively show a sill seen from the front, in plan and in section, according to the arrows AA in Figure 2.
La figure 5 est une coupe horizontale partielle d'un bâtiment au-dessus d'un plancher, montrant la disposition des éléments en béton.Figure 5 is a partial horizontal section of a building above a floor, showing the arrangement of the concrete elements.
La figure 6 est une coupe suivant les flèches B-B de la figureFigure 6 is a section along the arrows B-B of the figure
5-5-
La figure 7 est une vue de l'intérieur de la construction montrant les panneaux préfabriqués composant un mur, ainsi que le montage de la charpente métallique sur pignon.Figure 7 is a view of the interior of the construction showing the prefabricated panels making up a wall, as well as the mounting of the metal frame on the gable.
La figure 8 montre schématiquement la charpente métallique vue d'en haut, avec la forme de la section transversale des différents composants.Figure 8 shows schematically the metal frame seen from above, with the shape of the cross section of the different components.
Les figures 9 et 10 sont des coupes schématiques montrant les différents modes d'assemblage des panneaux béton, respectivement pour les planchers et les murs.Figures 9 and 10 are schematic sections showing the different methods of assembling concrete panels, respectively for floors and walls.
Une construction réalisée suivant le procédé objet de la présente invention est constituée d'éléments de structure préfabriqués en béton armé, d'éléments de liaison coulés sur place, également en béton armé, et d'une toiture métallique.A construction produced according to the process which is the subject of the present invention consists of prefabricated structural elements of reinforced concrete, connecting elements cast on site, also of reinforced concrete, and of a metal roof.
Les éléments" préfabriqués sont au nombre de quatre :There are four " prefabricated " elements:
- Des pilotis composés d'une semelle 1 et d'un potelet creux 2. - Des longrines 3 utilisées à la périphérie de la construction à section centrale en "L" et extrémités en "I".- Piles composed of a sole 1 and a hollow post 2. - Longers 3 used at the periphery of the construction with a central "L" section and "I" ends.
-. Des poutres de sections rectangulaires 6.-. Beams of rectangular sections 6.
- Des panneaux rectangulaires 4, 5 ou éventuellement trapézoïdau 5' pour les murs de pignon, en forme de coque ou de bac, avec nervure périphérique de renfort, utilisable aussi bien en planche 4 qu'en murs 5, les panneaux de planchers 4 et de sol 4'. reposant par leurs petits côtés sur les poutres 6 ou longrines 3, ou sur le haut des panneaux muraux 5! Les éléments de liaison coulés sur place comprennent des poteaux raidisseurs 7 et des chaînages horizontaux 8.- Rectangular panels 4, 5 or optionally trapezoidal 5 'for the gable walls, in the form of a shell or tray, with peripheral reinforcing rib, usable both in plank 4 and in walls 5, floor panels 4 and of floor 4 '. resting by their short sides on the beams 6 or beams 3, or on the top of the wall panels 5 ! The connecting elements cast on site include stiffening posts 7 and horizontal chaining 8.
La toiture est composée d'une couverture en tôle galvanisée pré¬ laquée (non représentée) montée sur une charpente assemblée par des pièces métalliques courantes boulonnées ou soudées, et réalisé grâce à quatre éléments en tôle galvanisée pliée :The roof is composed of a cover of pre-lacquered galvanized sheet metal (not shown) mounted on a frame assembled by common metal parts bolted or welded, and produced by four elements made of folded galvanized sheet metal:
- Des lisses périphériques fixées par boulons 13 sur les parties en béton, à section en "U" ouvert pour les lisses horizontales 8, 8' et en "L" pour les lisses de • pignon 9, 9'.- Perimeter beams fixed by bolts 13 to the concrete parts, with an "U" section open for the horizontal beams 8, 8 'and "L" for the gable beams • 9, 9'.
- Des pannes 10, 10' et chevêtres 11, 11', à. section en "U", avec ailes inégales- dans le cas des pannes 10'.- purlins 10, 10 'and headers 11, 11', at. "U" section, with uneven wings - in the case of 10 'breakdowns.
La réalisation d'un logement se déroule en cinq phases : Phase A : Terrassement : réalisation d'une fouille 20 d'environThe realization of a housing takes place in five phases: Phase A: Earthworks: realization of a excavation 20 of approximately
1 mètre de côté pour .chaque poteau porteur, de profon deur suffisante pour atteindre le bon sol homogène 21, puis coulage de gros béton 22 en fond de fouille avec armatures 23 en attente. Pose de la semelle 1 et du potelet 2 préfabriqués, mise en place des arma¬ tures internes 24 avec attentes pour liaison avec arma tures des poteaux raidisseurs et des chaînages, puis coulage de béton jusqu'à l'arase supérieure des pote- lets 2. Pose des poutres 6 et longrines 3 préfabriquées pose et assemblage 15 entre eux des panneaux de sol. 4', mise en place des armatures de chape et de chaînages 8, y compris attentes pour poteaux raidis- seurs 7 et coulage du béton pour la chape et les chaînages. Phase B : Pose et boulonnage 15 des panneaux de façade 5. Pose des coffrages des poteaux raidisseurs 7 et mise en place des armatures 25. Pose des poutres 6 de plancher. Coulage du béton des poteaux raidisseurs 7. Pose et boulonnage des panneaux de refend et de plancher supérieur. Pose du coffrage de chaînage et des arma¬ tures . Coulage du béton du plancher et des chaînages. Phase C : Mise en place des panneaux de façade et réalisation des poteaux raidisseurs du niveau supérieur dans les mêmes conditions que pour la phase B.1 meter side for .each support post, of sufficient depth to reach the right homogeneous soil 21, then pouring of large concrete 22 at the bottom of the excavation with reinforcements 23 pending. Laying of the sole 1 and the prefabricated post 2, fitting of the internal reinforcements 24 with expectations for connection with reinforcements of the stiffening posts and of the chaining, then pouring of concrete to the upper level of the studs 2 Laying prefabricated beams 6 and beams 3 laying and assembling 15 floor panels between them . 4 ′, fitting of the screed and chaining reinforcements 8, including waiting for stiffening posts 7 and pouring of the concrete for the screed and the chaining. Phase B: Installation and bolting 15 of the facade panels 5. Installation of the formwork for the stiffening posts 7 and installation of the reinforcements 25. Installation of the floor beams 6. Pouring the concrete of the stiffening posts 7. Laying and bolting of the splitting and upper floor panels. Installation of chaining formwork and reinforcement. Pouring concrete from the floor and the chaining. Phase C: Installation of the facade panels and realization of the stiffening posts of the upper level under the same conditions as for phase B.
Phase D : Pose et assemblage de la charpente métallique 9 , 10 , 11 , 12 fixée par boulons 13 sur les parties béton . Pose des panneaux de couverture sur les pannes 11. Phase E : Second oeuvre , finitions . Grâce à sa particularité unique d ' assurer une résistance aussi bien aux secousses sismiques qu' aux ouragans , grâce à la simplicité des moyens de mise en oeuvre , grâce à la préfabrication des éléments principaux et à son faible côut de revient , le procédé qui vient d ' être décrit se prête particulièrement bien à la réalisation d ' ensembles de logements individuels dans les régions présentant des risques sismiques et soumises aux cyclones. Le positionnement des divers éléments constitutifs donnent à ce procédé un maximum d ' effets utiles qui n ' avaient pas été obtenus à ce jour par des procédés similaires. Phase D: Installation and assembly of the metal frame 9, 10, 11, 12 fixed by bolts 13 on the concrete parts. Installation of cover panels on purlins 11. Phase E: Finishing work, finishes. Thanks to its unique feature of ensuring resistance to earthquakes as well as hurricanes, thanks to the simplicity of the means of implementation, thanks to the prefabrication of the main elements and to its low cost, the process which comes to be described lends itself particularly well to the realization of individual housing complexes in regions presenting seismic risks and subject to cyclones. The positioning of the various constituent elements gives this process a maximum of useful effects which had not been obtained to date by similar processes.

Claims

REVENDICATIONS
1° Procédé de construction de logements individuels anti-sismiques et anti-cycloniques, destiné à permettre la réalisation rapide et avec des moyens de chantier relativement simples, de maisons individuelles de toutes tailles répondant à la fois aux réglemen- tations anti-sismiques et anti-cycloniques, caractérisé par la combinaison d'abord de pilotis composés d'un potelet creux (2) et d'une semelle (1) préfabriqués, reposant sur un bloc de béton (22) coulé sur sol homogène (21), le noyau du potelet étant coulé sur place après mise en place d'armatures (24), ensuite d'élément également préfabriqués, en béton armé, comprenant des longrines (3), des poutres (6) et des panneaux en forme de coque ou de bac avec nervure de renfort périphérique utilisés aussi bien pour constituer les planchers (4) que les murs extérieurs ou intérieurs (5, 5'), ces éléments étant dans un premier temps assemblés entre eux par boulonnage (14, 15) pour former le gros oeuvre du bâtiment reposant sur les pilotis précités, ensuite de poteaux raidisseurs (7) et de chaînages (8) en béton armé coulés sur place réalisant l'assemblage définitif, enfin d'une toiture formée d'une part d'une charpente métallique réalisée en éléments (9, 10, 11, 12) de tôle galvanisée pliée, certains de ces éléments (9, 10) formant une lisse périphérique fixée aux parties en béton, et d'autre part d'une couverture en tôle d'acier galvanisé prélaquée fixée sur les pannes (11) de la charpente.1 ° Method of construction of individual anti-seismic and anti-cyclonic housing, intended to allow the rapid construction and with relatively simple site resources, of individual houses of all sizes responding to both anti-seismic and anti-seismic regulations -cyclonic, characterized by the combination first of piles consisting of a hollow post (2) and a prefabricated sole (1), resting on a concrete block (22) poured on homogeneous ground (21), the core of the post being poured in place after the installation of reinforcements (24), then of element also prefabricated, in reinforced concrete, comprising girders (3), beams (6) and panels in the shape of a hull or tank with peripheral reinforcing rib used both to form the floors (4) as the exterior or interior walls (5, 5 '), these elements being first assembled together by bolting (14, 15) to form the shell of building resting on the aforementioned stilts, then stiffening posts (7) and linkages (8) in reinforced concrete poured on site carrying out the final assembly, finally a roof formed on the one hand of a metal frame made of elements (9, 10, 11, 12) of folded galvanized sheet, some of these elements (9, 10) forming a peripheral smooth fixed to the concrete parts, and on the other hand of a cover of pre-coated galvanized steel sheet fixed on the purlins (11) of the frame.
2° Procédé suivant la revendication 1, se caractérisant par le fait que les lOngrines (3) ont une section centrale en "L" et des extrémités en "1".2 ° A method according to claim 1, characterized in that the lnnines (3) have a central section in "L" and ends in "1".
3° Procédé suivant l'une quelconque des revendications précé¬ dentes, se caractérisant par le fait que les panneaux de plancher (4) et de sol (4') reposent par leurs petits côtés sur les poutres (6) ou les longrines (3), ou sur le haut des panneaux muraux (5).3 ° Method according to any one of the preceding claims, characterized in that the floor (4) and floor (4 ') panels rest by their short sides on the beams (6) or the sills (3 ), or on the top of the wall panels (5).
4° Procédé suivant l'une quelconque des revendications précé¬ dentes, se caractérisant par le fait que la charpente métallique est assemblée par des pièces métalliques courantes boulonnées ou soudées, et réalisée grâce à quatre éléments en tôle galvanisée pliée, d'une part des lisses périphériques horizontales (8, 8') et de pignons (9, 9') fixées par boulons (13) sur les parties du béton, à section en "U" ouvert pour les lisses horizontales et en "L" pour les lisses de pignon, d'autre part des pannes (10, 10') et chevêtres (11, 11'), à section en "U", avec ailes inégales dans le cas des pannes (10'). 4 ° A method according to any one of the preceding claims, characterized in that the metal frame is assembled by common bolted metal parts or welded, and produced by means of four elements made of folded galvanized sheet metal, on the one hand the horizontal peripheral rails (8, 8 ') and gables (9, 9') fixed by bolts (13) to the parts of the concrete, "U" section open for horizontal beams and "L" section for gable beams, on the other hand purlins (10, 10 ') and trimmers (11, 11'), with "U" section, with uneven wings in the event of breakdowns (10 ').
PCT/FR1990/000612 1989-08-16 1990-08-14 Method for building anti-seismic and anti-cyclonic individual housings WO1991002855A1 (en)

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BR909006882A BR9006882A (en) 1989-08-16 1990-08-14 PROCESS OF CONSTRUCTION OF INDIVIDUAL ANTI-SYSTEMIC AND ANTI-CYCLONIC HOUSES

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FR89/11085 1989-08-16
FR8911085A FR2651011A1 (en) 1989-08-16 1989-08-16 METHOD FOR CONSTRUCTING INDIVIDUAL ANTISISMIC AND ANTICYCLONIC HOUSING

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Publication number Priority date Publication date Assignee Title
US8132388B2 (en) 2008-12-31 2012-03-13 The Spancrete Group, Inc. Modular concrete building
US8397467B2 (en) 2008-12-31 2013-03-19 The Spancrete Group, Inc. Methods and apparatus for concrete panel connections
US8763317B2 (en) 2008-12-31 2014-07-01 The Spancrete Group, Inc. Concrete roof panel

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GB1180657A (en) * 1966-12-07 1970-02-11 Karl Nils Ingvar Johansson Roof construction
FR2036334A5 (en) * 1969-03-11 1970-12-24 Coutant Gilbert
FR2040166A5 (en) * 1970-03-31 1971-01-15 Delmas Robert
US3721056A (en) * 1970-09-03 1973-03-20 Warner Vertical modular construction having insertable units
US3950903A (en) * 1971-07-08 1976-04-20 Advance Housing Corporation Roof construction
FR2450310A1 (en) * 1979-01-23 1980-09-26 Bassin Paris Flandres Normandi Construction technique for single storey buildings - uses prefabricated stanchion supports and ground beam spacers to form shuttering for cast concrete floor slabs
FR2532352A1 (en) * 1982-08-27 1984-03-02 Meurice Philippe Individual habitable construction made from modular elements and erected manually.
US4802316A (en) * 1987-07-28 1989-02-07 The Burke Company Eave truss and method for supporting and reinforcing a concrete or masonry wall and metal roof structure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1180657A (en) * 1966-12-07 1970-02-11 Karl Nils Ingvar Johansson Roof construction
FR2036334A5 (en) * 1969-03-11 1970-12-24 Coutant Gilbert
FR2040166A5 (en) * 1970-03-31 1971-01-15 Delmas Robert
US3721056A (en) * 1970-09-03 1973-03-20 Warner Vertical modular construction having insertable units
US3950903A (en) * 1971-07-08 1976-04-20 Advance Housing Corporation Roof construction
FR2450310A1 (en) * 1979-01-23 1980-09-26 Bassin Paris Flandres Normandi Construction technique for single storey buildings - uses prefabricated stanchion supports and ground beam spacers to form shuttering for cast concrete floor slabs
FR2532352A1 (en) * 1982-08-27 1984-03-02 Meurice Philippe Individual habitable construction made from modular elements and erected manually.
US4802316A (en) * 1987-07-28 1989-02-07 The Burke Company Eave truss and method for supporting and reinforcing a concrete or masonry wall and metal roof structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8132388B2 (en) 2008-12-31 2012-03-13 The Spancrete Group, Inc. Modular concrete building
US8397467B2 (en) 2008-12-31 2013-03-19 The Spancrete Group, Inc. Methods and apparatus for concrete panel connections
US8763317B2 (en) 2008-12-31 2014-07-01 The Spancrete Group, Inc. Concrete roof panel

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FR2651011A1 (en) 1991-02-22

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