EP0321321A1 - Gebäude mit vorgefertigten Elementen - Google Patents

Gebäude mit vorgefertigten Elementen Download PDF

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Publication number
EP0321321A1
EP0321321A1 EP88403070A EP88403070A EP0321321A1 EP 0321321 A1 EP0321321 A1 EP 0321321A1 EP 88403070 A EP88403070 A EP 88403070A EP 88403070 A EP88403070 A EP 88403070A EP 0321321 A1 EP0321321 A1 EP 0321321A1
Authority
EP
European Patent Office
Prior art keywords
walls
building
elements
frame
sole
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
EP88403070A
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English (en)
French (fr)
Other versions
EP0321321B1 (de
Inventor
Jean-Marie Brocvielle
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
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to AT88403070T priority Critical patent/ATE76465T1/de
Publication of EP0321321A1 publication Critical patent/EP0321321A1/de
Application granted granted Critical
Publication of EP0321321B1 publication Critical patent/EP0321321B1/de
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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete

Definitions

  • the present invention relates to a building of the industrial type with prefabricated elements which makes it possible in particular to produce modular constructions on two levels.
  • the essential object of the invention is to produce an industrial building of rapid construction with few staff, while retaining walls superimposed with prefabricated elements.
  • the building with prefabricated elements comprises load-bearing walls of concrete or the like determining one or more modules with or without a floor, metal elements forming at least one horizontal frame of cross section in "L” or “U” overturned, of dimensions such that they cover the upper part of the walls thus ensuring the strapping of the whole building, said frame being constituted by profiled elements in "U” welded two by two at their ends, at least a ceiling formed of prefabricated masonry elements in the form of rectangular slabs arranged in parallel and the ends of which rest on two opposite walls, characterized in that each lower end of each slab is provided with a metal plate lying flat on said sections and secured by welding with said profiles.
  • the invention can be applied both to the construction of a small one-room building (such as seven and a half by fifteen meters) called a "module" and to the construction of a building with several modules and at least a floor.
  • a small one-room building such as seven and a half by fifteen meters
  • Fig. 1 is schematically represented a basic module or cell 1 having seven meters fifty by fifteen meters, and resting on a slab 2 delimited by a sole 3.
  • a sole 3 To make this sole 3 is dug trenches 4 at the location provided for the elevation of the walls.
  • a layer of flexible concrete is poured, Fig. 2A.
  • the legs of metal chairs 6 having a "U" profile are installed, FIG. 2B.
  • the chairs are sunk into the ground and rigorously leveled with the bezel.
  • a layer of hard concrete 5 ′ is placed on it, and on the chairs kept level, Fig. 2C.
  • a peripheral wall 10 of a regular height is raised and topped with inverted "U" sections 11 enclosing the upper part of the wall.
  • the set of profiles constitutes a frame 12, the external uprights of the profiles surround the upper edge of the walls and prevent any subsequent distortion of the walls. This strapping is much more effective than a conventional chaining and very easy to install.
  • the frame 12 can be identical to the sole 3.
  • a ceiling-roof 13 On the wall 10 provided with its strapping 12, a ceiling-roof 13 is placed.
  • the latter consists of parallelepipedic elements 14 of almost seven and a half meters in length (in the case of the present example) provided at each of their lower ends d '' a metal plate (or plate) 15 embedded with a hook 16 so as to flush the surface.
  • each plate 15 After proper arrangement of the elements 14 on the profiles 11, each plate 15 is affixed perfectly flat on the corresponding profile so that their two faces in contact are as closely linked as possible and, in this position, each plate is then welded to the corresponding profile.
  • This structure allows the parallelepipedic elements 14 to be well connected to the wall 10 and to obtain a rigidity of the construction by limiting its deformation as much as possible, in particular by parasitic rotations between, for example, the ceiling and the walls.
  • the building thus produced constitutes, with the wall 10, the belt 12 and the ceiling-roof 13, a perfectly unitary unit.
  • buildings comprising several cells (or modules), with floors, for example two cells with a floor, and it is this example which is described in more detail below and illustrated by FIG. . 4.
  • the modules are preferably joined by their length, the widths arranged one after the other determining the facade.
  • a trench is dug, as in the previous case, at the location of the peripheral wall but also at the location of, or the dividing walls, parallel to the gables.
  • the sections 19 to 23 have a back at least equal to the thickness of the walls (twenty centimeters for example) and the plates are of square section (ten centimeters on the side for example). After pouring the concrete, the back of the sections 19 to 23 and the upper surface of the plates 25 to 30 are flush with the surface of the screed 31.
  • Four “U” sections are prepared for the desired length, two of which are welded together by their backs. It would also be possible to use an "I" profile 32.
  • the wings of the profiles constitute slides in which rectangular elements 35 to 42 of suitable dimensions are made to slide, using a crane, which are stacked up to the top of the posts.
  • the cross wall is capped using an inverted "U” section 43, the wings of which are welded or welded to the top of the vertical sections 23 to 34. This gives a non-deformable cross wall entirely surrounded by welded sections. . This strapping will then itself be welded to the strapping of the walls, as will be described later.
  • posts 44 to 49 of square section (ten centimeters on a side) cut according to the total height of the building are each welded vertically on a plate 25 to 30 inserted in the yoke 31. On at least one of their ranges, each post has oblong holes 50 whose role will be explained below.
  • Spacers 51 to 54, of square section are placed on each pinion and welded between the corner and center posts, at the level of the section 43 of the cross wall. The latter section 43 and the spacers 51-54 serve to support the ceiling 55 of the ground floor also serving as the floor of the first floor.
  • the peripheral wall consists of standardized elements stacked one on top of the other above the base.
  • the element 61 of FIG. 16 is made of cellular concrete and has the dimensions: seven meters fifty by seventy-five centimeters by twenty centimeters.
  • the peripheral wall thus formed is supported internally on posts 44-49 and 33-34.
  • Each wall element is connected to at least one post as shown in FIG. 12 using a key 62 with head 63 with three lights 64 in "V" shape, combined with three points 65 of section also in "V” shape.
  • the head 63 is placed in a corresponding oblong hole 50, and the body placed flat in a notched part 66 of the upper face of the element 61.
  • the elements of type 61 are cut so as to leave the desired openings.
  • the wall is mounted substantially up to the ceiling of the ground floor, then the said ceiling is laid.
  • Fig. 14 ceiling 55 is made up of fourteen elements 56.
  • Fig. 13 shows the end of such an element with its metal plate 57 embedded as in the case of FIG. 3.
  • Fig. 17 there are shown two elements 56, 56 ′ provided with their plates 57-60, the plates 57 and 60 resting flat on the spacers 51-54 and the plates 58, 59 resting flat on the central section 43. Each plate is welded on the corresponding support.
  • the upper edge of the peripheral wall thus obtained is capped by inverted "U" sections 71-74 welded two by two together, FIG. 19, to determine a belt 75 playing the same role as the belt 12 of a single module.
  • the upper profile 76 of the crosswall is welded at its ends to the profiles 71 and 73 of the belt 75. It is on this belt 75 of the profile 76 that the ceiling 77 is placed, made up of elements similar to those of the ceiling 55 on the ground floor and welded in the same way.
  • This ceiling 77 serves as a roof. It is isolated and sealed as described below, and illustrated in Figs. 20 to 22.
  • the building is also embellished with acroters 79, 80, 81.
  • At the upper external part of the wall are fixed small farms 78 on which three rows of acroters 79-81 are fixed, like tiles, slates or the like, and by any known means.
  • a layer of insulation 84 On the roof 77 is deposited a layer of insulation 84, then a large sheet of rubber 85 (for example that sold by PIRELLI under the reference EPDM 1.5 mm) with a border 86 going up along from panel 83 to the top of the upper acrotery.
  • the rubber sheet 85 is glued to its supports, then laterally a ridge 87 is fixed which simultaneously covers the acroters.
  • the rubber sheet 85 forms a water retention pocket with a passage 88 for its evacuation.
  • This passage is arranged opposite a water box with which it cooperates for the evacuation of the water.
  • This box 89 is shown diagrammatically in FIG. 22. It comprises a moldboard 90, a lower evacuation duct 91 and a weir 92 (for the overflow) opposite the moldboard 90.
  • This box 89 is fixed on small farms in the middle of a facade, and the acroters are interrupted for this purpose.
  • light boxes 93 are arranged at the corners and are of dimensions compatible with the water box or boxes.
  • the light box is provided with a lighting means whose light rays cross its bottom to illuminate the walls of the building, by shaving them, this lighting can be qualified as "wall washer”.
  • the edge of the pocket sheet 85 taken under the ridge 87 is located outside the facade of the building. Thus, even in the event of an incident (fall of the ridge), the sheet 85 would continue to protect the roof permanently.
  • the invention relates only to the characteristics of the completed building, but also to the method of construction of one or more modules (cells) without or with floors.
  • the method comprises the following stages: - make a trench in which we first pour a flexible concrete, then set up the legs of inverted "U” 6 chairs with leveling the bottom of these chairs, - weld the wings of inverted “U” sections 7 on the bottom of the chairs, and weld the ends of these sections two by two so as to form a lower frame, well horizontal and anchored in the ground, - pour a concrete 8 inside the frame to obtain a horizontal screed whose upper surface is flush with the back of the "U" shaped sections 6 thus forming the sole 3 or 24, - raise the walls above the footing, with the necessary openings, - cover the top of the walls with metallic "U" sections 11 identical to those of the sole 3 and welded two by two so as to determine a frame or strapping 12, - Install the ceiling 13 using
  • the method comprises the following steps: - Carry out a trench in which a flexible concrete is first poured, then set up the legs of inverted "U” 6 chairs with leveling the bottom of these chairs, including at the location of the wall (s) split, - weld the wings of inverted "U” sections 7 on the bottom of the chairs and weld two by two the ends of these sections so as to form a horizontal lower frame anchored in the ground, provided with crosspieces at the location of the or cross walls, provide a sole 24, at least in each interior angle and in the middle of each pinion, with a metal plate 25-30, - pour concrete 8 inside the frame to obtain a horizontal screed 9 whose upper surface is flush with the back of the "U" profiles 6, to finish the sole 3 or 24, - Mount the cross wall by welding U-shaped posts 32-34 on the profile 22, superimposing elements 34 between the posts, covering the assembly with an inverted "U” profile 43 and joining it by pole
  • the process for making the roof includes the following steps: - attach small farmhouses to the outer perimeter of the building, in particular by welding to the frame covering the upper part of the walls so that they extend well beyond said walls, - place panels 83 as an extension of the exterior faces of the walls up to the top of the farmhouses, - attach at least one water box on the side of the farms, box which can also play the role of gargoyle, - fix on the small farms, outside the boxes, parapets imitating a part of a tiled, slate or similar roof, - insulate the ceiling 70 by surrounding it and covering it with insulation, cover the roof with a sheet of rubber (or similar), the edges of which rise along the vertical panels 83 of the periphery which they project, except at the '' location of the water box, and thus form an open water pocket in the corresponding water box, - fix the perimeter of the rubber sheet on the upper part of the upper acrotère and cover it with ridge.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Panels For Use In Building Construction (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Finishing Walls (AREA)
EP88403070A 1987-12-10 1988-12-05 Gebäude mit vorgefertigten Elementen Expired - Lifetime EP0321321B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88403070T ATE76465T1 (de) 1987-12-10 1988-12-05 Gebaeude mit vorgefertigten elementen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8717214 1987-12-10
FR8717214A FR2624534B1 (fr) 1987-12-10 1987-12-10 Batiment a elements prefabriques

Publications (2)

Publication Number Publication Date
EP0321321A1 true EP0321321A1 (de) 1989-06-21
EP0321321B1 EP0321321B1 (de) 1992-05-20

Family

ID=9357722

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88403070A Expired - Lifetime EP0321321B1 (de) 1987-12-10 1988-12-05 Gebäude mit vorgefertigten Elementen

Country Status (4)

Country Link
EP (1) EP0321321B1 (de)
AT (1) ATE76465T1 (de)
DE (1) DE3871352D1 (de)
FR (1) FR2624534B1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2763087A1 (fr) * 1997-05-06 1998-11-13 Jean Marie Brocvielle Systeme d'ancrage de trois dalles
ES2161597A1 (es) * 1999-02-23 2001-12-01 Bscp Building System With Conc Sistema de construccion de edificios.
EP4283067A1 (de) * 2022-05-24 2023-11-29 Agostino Di Trapani Verfahren zum bau einer wand, bauelemente zur anwendung des verfahrens und durch dieses verfahren hergestelltes gebäude

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114086686A (zh) * 2021-11-04 2022-02-25 东南大学 焊接轻钢边框发泡混凝土自保温剪力墙体系及施工方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2158081A (en) * 1936-12-11 1939-05-16 Jacque C Morrell Building construction
US2883852A (en) * 1956-03-26 1959-04-28 Harry W Midby Masonry building construction
US3714304A (en) * 1969-12-29 1973-01-30 F Anderson Building construction
FR2210703A1 (de) * 1972-12-19 1974-07-12 Garoche Maurice
DE2431606A1 (de) * 1974-07-02 1976-01-22 Kesting Interprefab Ag Transportable raumzelle, insbesondere fertiggarage aus stahlbeton und verfahren zu ihrer herstellung

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2158081A (en) * 1936-12-11 1939-05-16 Jacque C Morrell Building construction
US2883852A (en) * 1956-03-26 1959-04-28 Harry W Midby Masonry building construction
US3714304A (en) * 1969-12-29 1973-01-30 F Anderson Building construction
FR2210703A1 (de) * 1972-12-19 1974-07-12 Garoche Maurice
DE2431606A1 (de) * 1974-07-02 1976-01-22 Kesting Interprefab Ag Transportable raumzelle, insbesondere fertiggarage aus stahlbeton und verfahren zu ihrer herstellung

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2763087A1 (fr) * 1997-05-06 1998-11-13 Jean Marie Brocvielle Systeme d'ancrage de trois dalles
ES2161597A1 (es) * 1999-02-23 2001-12-01 Bscp Building System With Conc Sistema de construccion de edificios.
EP4283067A1 (de) * 2022-05-24 2023-11-29 Agostino Di Trapani Verfahren zum bau einer wand, bauelemente zur anwendung des verfahrens und durch dieses verfahren hergestelltes gebäude
BE1030560B1 (fr) * 2022-05-24 2024-01-04 Trapani Agostino Di Procédé de construction d'un mur, éléments de construction destinés à l'application du procédé, et immeuble obtenu par application dudit procédé

Also Published As

Publication number Publication date
FR2624534B1 (fr) 1992-06-05
DE3871352D1 (de) 1992-06-25
EP0321321B1 (de) 1992-05-20
ATE76465T1 (de) 1992-06-15
FR2624534A1 (fr) 1989-06-16

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