EP0093030B1 - Tiefraum, insbesondere ein Keller und Einrichtungsverfahren desselben - Google Patents
Tiefraum, insbesondere ein Keller und Einrichtungsverfahren desselben Download PDFInfo
- Publication number
- EP0093030B1 EP0093030B1 EP19830400666 EP83400666A EP0093030B1 EP 0093030 B1 EP0093030 B1 EP 0093030B1 EP 19830400666 EP19830400666 EP 19830400666 EP 83400666 A EP83400666 A EP 83400666A EP 0093030 B1 EP0093030 B1 EP 0093030B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- aforesaid
- panels
- excavation
- notably
- room
- 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
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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
- 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
- E04B1/0007—Base structures; Cellars
- E04B1/0015—Cellars constructed from prefabricated units
Definitions
- the present invention relates to a buried room such as in particular a cellar, and a method for the arrangement thereof in a construction comprising a floor slab, in particular of concrete, by which it rests on the ground.
- EP-A-0002 141 describes a process for fitting out a room buried in a construction that did not originally have one.
- an opening is cut in the floor slab through which an excavation is dug, a waterproof envelope or pocket is installed lining said excavation, a raft is made, in particular based on sand, then a floor, walls side made of stacked boxes, forming storage lockers, and a ceiling.
- the rows of racks extend against the wall of the room according to an annular cylinder, each of the racks having in horizontal section the shape of an annular sector, that is to say that it has an upper horizontal wall , two flat vertical lateral faces converging towards the center of the excavation, a front access face, possibly a rear face each having a section in the shape of an arc of a circle, the length of the arc of a circle of the front face being less than the length of the arc of the rear face.
- the structure of these storage lockers necessarily gives the buried room thus produced a generally cylindrical shape to ensure its solidity.
- the known possibility does not make it possible to produce a buried room of generally prismatic shape, such as in particular cubic or rectangular parallelepiped.
- the present invention aims to avoid the above drawbacks by proposing a method, of the type described in EP-A-0002 141 in accordance with the preamble of claim 1, and characterized in that after completion of the floor, erects posts or uprights, in particular in reinforced concrete, extending from the floor to the level of the ceiling, in that one inserts, by sliding, between the posts forming a slide for holding and guiding, the boxes by stacking them, and realizes the ceiling.
- the posts or uprights on which the cements forming retaining walls are based make it possible to resist the thrust of the earth, in particular in the case where the buried room is of prismatic shape, in particular cubic or rectangular parallelepiped.
- the ceiling beams are laid, each resting on two aforementioned opposite poles, then on said beams, slabs, in particular prefabricated concrete, preferably removable and contiguously juxtaposed.
- the facings of the excavation are shielded, as the excavation of the latter and leaving uncovered, in the background of said excavation, a space corresponding substantially to at least the height of the lower row of structural elements of the walls of the room, in particular the caissons.
- a support frame is placed on the edges of said partial excavation, a first series of shielding panels is installed in said partial excavation against the facing of soil of said excavation; installing a second series of shielding panels in said excavation below said first series of panels; said panels are fixed to each other, to said upper panels and to said support frame; these operations being repeated for as many series of panels as necessary according to the depth of said desired excavation.
- the first series of aforementioned panels is constituted by prefabricated dihedrons immobilized in position in the corners of the aforementioned partial excavation of in particular rectangular parallelepiped shape.
- the above-mentioned adjacent dihedrons are fixed using bars, in particular metallic and hollow, of square or rectangular section.
- a free space is maintained between the abovementioned adjacent dihedrons and possibly a free space between the lower edge of said dihedrons and the bottom of the abovementioned partial excavation.
- the fixing of the aforesaid dihedrons to the aforementioned support frame is carried out by means of threaded rods or the like, passing through the panels constituting said dihedral and bolted, on the one hand to the aforementioned support frame and on the other part to the underside of bars, in particular of metal and of substantially H section where the lower edges of said adjacent dihedrons are fitted.
- the immobilization of the aforesaid dihedrons in the corners of the aforementioned partial excavation is obtained by lowering round tubes into the square tubes joining the two panels constituting said dihedral.
- the immobilization in the corners of the aforementioned excavation of the panels of the aforementioned lower series is obtained by lowering the aforementioned round tubes into the square tubes formed by two portions of square tube fixed on one side of a panel and spaced so that a corresponding portion of square tube fixed on the corresponding side of an adjacent panel and perpendicular to the previous comes to be housed in the space thus defined to form said square tube, over the entire length of the corresponding sides of said panels, square tube adapted to receive said round tube.
- the aforementioned adjacent panels of the aforementioned lower series are connected together and to the aforementioned dihedrons, along the walls of the aforementioned excavation, by means of the bars, in particular metallic and of section substantially in H, above, maintaining a free space between two adjacent panels, and possibly a spacing between the lower edge of said panels and the bottom of the excavation.
- the aforementioned panels of the aforementioned lower series are fixed to the aforementioned support frame and to the panels of the aforementioned upper series, by descent of threaded rods in the holes passing through said panels provided in the alignment of holes correspondents passing through said upper panels and the aforementioned H-bar, threaded rods which are bolted, on the one hand to said support frame and on the other hand to the underside of a bar, in particular metal in U shape, in which is fitted the lower edge of two of said adjacent panels.
- the present invention also relates to buried premises, such as in particular a cellar; carried out by implementing the above method.
- the buried room is of the type comprising a floor, a ceiling and side walls consisting in particular of the stack of caissons, in particular prefabricated in concrete, the whole being housed in an excavation dug under the floor slab of a construction, said excavation being lined with a waterproof envelope and provided with a raft, in particular based on sand, and is characterized in that said caissons act as retaining walls to contain the thrust of the earth by taking support, by their vertical edges , against posts or uprights, in particular in reinforced concrete, extending from said floor to said ceiling, the edges having a shape conjugated to that of the posts.
- the aforementioned floor consists of spaced parallel beams, in particular in reinforced concrete, on which rest slabs, in particular prefabricated in concrete, joined juxtaposed.
- the aforementioned ceiling consists of spaced parallel beams, in particular in reinforced concrete, each resting on two aforementioned opposite posts and on which rest slabs, in particular prefabricated concrete, preferably removable, and joined juxtaposed.
- the edges of the aforementioned slabs are of shape combined with that of the aforementioned beams; aforementioned posts and beams having in particular a tee profile.
- the aforementioned boxes of substantially parallelepiped shape are open, entirely or partially, on their upper face or bottom, and internal vertical side; the vertical edges of the walls of two adjacent boxes forming a groove in which is housed the tenon portion of the aforementioned posts.
- the aforementioned room can be enlarged, parallel to the longitudinal horizontal beams supporting the ceiling tiles by adding at least one transverse horizontal beam, for example of reinforced concrete, at the end of said longitudinal beams and extending said longitudinal beams with additional longitudinal beams.
- the room can be enlarged, perpendicular to the aforementioned longitudinal beams by adding additional longitudinal beams parallel to the first longitudinal beams.
- At least one wall of the aforementioned room is formed by panels or plates while the remaining walls are formed by the aforementioned boxes.
- at least part of a wall of the aforementioned room may consist of stacked elements open at their bottom, their top side, and their side facing the inside of said room.
- the buried room 1 such as in particular a cellar, has a floor 2, a ceiling 3 and side walls 4,5,6, and 7, consisting in particular of the stack of boxes 8, in particular prefabricated in concrete, and serving as storage lockers.
- the assembly is housed in an excavation 9 dug under the floor slab 10 of a construction (not shown), said excavation being lined with a waterproof envelope 11, and provided with a raft 12, in particular based on sand.
- the structural elements of the walls in particular the boxes 8 play the role of retaining walls to contain the thrust of the earth by bearing against the posts or uprights 13, in particular of reinforced concrete, extending from the floor 2 at ceiling level 3; the fixing and holding in place of said posts being ensured by any appropriate means.
- the floor 2 consists of spaced parallel beams 14, in particular in reinforced concrete, on which rest slabs 15, in particular prefabricated in concrete, and joined juxtaposed.
- the ceiling 3 consists of spaced parallel beams 16, in particular of reinforced concrete, each resting on two opposite posts 13, and being fixed thereto by any appropriate means.
- On the beams 16 and the end crosspieces 21 rest slabs 17, in particular prefabricated concrete, preferably removable, and joined juxtaposed.
- the flanges 15 ′, 17 ′ of the slabs 15, 17 are in particular of shape combined with that of the beams 14, 16; posts 13 and beams 14, 16 having for example a tee profile.
- the flanges 15 ′, 17 ′ of the slabs 15, 17 comprise a shoulder by which said slabs rest on the wings 14 ′, 16 ′ of the beams 14, 16.
- the boxes 8, in particular of substantially parallelepiped shape, are open, entirely or partially, on their upper or bottom faces, and internal vertical side; that is to say the face opening onto the internal free space of the room.
- the vertical edges 18 of the walls of the boxes 8 bearing against the posts 13 have a shape combined with that of said posts.
- said edges 18 of two adjacent boxes can form a groove in which is housed the tenon part 13 ′ of the posts 13.
- the buried room thus defined is of general prismatic shape, in particular cubic or rectangular parallelepiped.
- the room of rectangular parallelepiped shape is produced from four types of boxes.
- the lower casings 8a, 8b forming the base of the walls of the room are devoid of an upper wall; the angle boxes 8a being partially open at their internal vertical lateral face, while the straight boxes 8b are completely open at their internal vertical side face.
- the angle boxes 8c and right 8d other than those of the base are devoid of bottom, the role of bottom, being played by the upper face of the box immediately below.
- the corner boxes 8c are partially open at their internal vertical lateral face, while the straight boxes 8d are completely open at their internal vertical side face. It is obvious that the external side walls of the boxes constitute the side walls of the room.
- the large side walls of the room are made up of six levels of stacked boxes, one of which is a base, each row being made up of two straight boxes and two corner boxes, while the small side walls of the room, of course also consist of six levels of stacked boxes, each of which includes a straight box and two corner boxes.
- Each level of boxes thus comprises in the example shown, six straight boxes, four for the two large walls and two for the two small walls, and four corner boxes.
- the boxes 8 bear against the uprights 13 in particular by the vertical edges 18 of the vertical side walls 8 ′, 8 "adjacent to the neighboring boxes.
- the angle boxes 8a, 8c one of these walls is formed by the 8 "wall partially closing their internal vertical lateral face.
- three aligned uprights 13 are provided to support the large walls of the room, while two uprights 13 are also provided to support the small walls of said room. Said uprights define in this embodiment a free space of rectangular parallelepiped shape.
- the room 1 can be enlarged, parallel to the longitudinal horizontal beams 16 supporting the ceiling tiles by adding at least one transverse horizontal beam 142, for example of reinforced concrete, at the end of the longitudinal beams 16 and by extending said beams with additional longitudinal beams 16.
- the beam 142 can be poured on site by making a formwork, the corresponding ends of the first beams 16 and additional beams being embedded in the concrete.
- an intermediate support post 145 may optionally be provided, placed in particular at the junction of the two series of longitudinal beams.
- the room 1 can be enlarged, perpendicular to the longitudinal beams 16, by adding additional longitudinal beams 16 parallel to the first longitudinal beams 16.
- At least one wall of the room 1 can be formed by panels or plates 143 while the remaining walls are formed by the boxes 8.
- at least part of a wall of the room 1 can be made of elements 144 (FIG. 13) open at their bottom, their top side and their side facing the interior of room 1.
- the removable shielding device of the excavation 9, comprises a support frame 101 installed on the edges of the excavation 9 and a certain number of series of shielding panels 102, 103 arranged along the walls or facings of earth 100 from the excavation 9, and removably attached to the support frame 101.
- the number of series of shielding panels of course depends on the depth of the excavation that is to be carried out, as well as the dimensioning of said panels. In the example shown, in particular in FIG. 5, two series of shielding panels are used, each series consisting of eight panels or half-panels, that is to say two panels for each face of the excavation . This number can of course be adapted according to the dimensions of the excavation desired, for example by adding panels between the panels positioned in the corners of the excavation.
- the support frame 101 in particular rectangular, is made up of two pairs of bars 129, in particular metallic, parallel and spaced, each pair of bars being linked to the other pair by bars 130, parallel to each other and substantially perpendicular to said pairs of bars 129.
- the spacing between pairs of bars 129 and bars 130 perpendicular to said pairs is chosen according to the dimensions of the opening of the excavation 9 so that the earth facings 100 of the excavation are in the extension, on the one hand, of the internal faces 131 of the external bar 129a of said pairs, and, on the other hand, of the external faces 130a of bars 130; the terms "external” and “internal” to be understood in relation to excavation 9.
- the ends 132 of the bars 130 come to be embedded in lugs 133 U-section support fixed, in particular welded, to the internal faces 134 of the internal bars 129b of each of the above-mentioned pairs of bars; the spacing between the bars 129 being maintained by the portions 135 of substantially vertical square tube situated in the extension of the angles 104 of the excavation 9, and allowing the fixing of the bars 129 between them.
- the series of upper panels 102 consists of dihedrons formed by two substantially perpendicular panels 108 secured by a substantially vertical square tube 112 adapted to receive a round tube 111 for positioning the dihedrons in the corners 104 from excavation 9.
- a bar 105 in particular hollow and of square or rectangular section, is fixed, during the installation of the removable shielding device, to the upper edges 136 of two adjacent panels 108 along a wall of the excavation 9, in particular by fixing means 146; stops 137 being provided to maintain a certain spacing between the adjacent panels 108 so as to take account of the stresses resulting from the thrust of the earth.
- the series of lower panels 103 are constituted by flat panels having means 138 for positioning substantially at 90 ° relative to one another.
- These means consist in particular of two portions 114 of square tube fixed on one side 116a of a panel 103a and spaced so that a corresponding portion of square tube 115 fixed on the corresponding side 116b of an adjacent panel 103b and substantially perpendicular to the previous one is housed in the space thus defined to form a square tube 113 over the entire length of the corresponding sides 116a, 116b of said panels, and adapted to receive the round tube 111.
- the upper 102 and lower 103 panels have through holes 120,119; 118, respectively, for the passage of threaded rods 107, 117, respectively, for fixing said panels 102, 103 to the support frame 101, in particular.
- These threaded rods 107, 117 respectively are provided with nuts 107a, 117a for fixing to the frame 101, as well as of nuts provided at their lower ends to allow the fixing of the panels 102, 103 between them and to the support frame 101
- the support frame 101 is provided, on the one hand, between the pairs of parallel bars 129 of plates 147 pierced for the passage of the threaded rods 107, 117 and, on the other hand, the parallel bars 130 of the support frame 101 are pierced with holes 148 for the passage of other threaded rods 107, 117.
- the removable shielding device also comprises profiles 110 of section substantially in H.
- profiles 110 of section substantially in H will be embedded, on the one hand the lower edge 106 of two panels 108 adjacent upper along a wall of the excavation 9 and, on the other hand, the upper edge 139 of two adjacent lower panels 103 along a wall of the excavation 9, which allows the fixing of two lower panels 103 between them, maintaining a space between them, in particular by means of stops 140, and the fixing of these to the corresponding upper panels 108; said profile being traversed by holes 141 corresponding to the through holes 120,119; 118 cited above.
- the shielding device also comprises a certain number of sections 121 of substantially U-shaped section. In each of these sections, the lower edges 122 of two adjacent lower panels 103 will be embedded along a wall of the excavation 9; the threaded rods 117 being bolted to the underside of said profiles 121 so as to hold the entire shielding device, in particular the bottom panels 103, to the support frame 101.
- the aforementioned panels 108, 103 consist in particular of a wooden body 149, in particular of plywood, possibly covered with a coating 150, in particular metallic.
- the earth siding 100 of the excavation 9 is shielded, as it is dug and leaving uncovered, in the bottom of the excavation 9, a corresponding space substantially at least the height of the lower row of structural elements of the walls of the room, in particular the boxes 8.
- a support frame 101 is placed on the edges of the partial excavation; installing a first series of shielding panels 102 in the partial excavation against the earth faces of the excavation; the panels 102 are fixed to each other and to the support frame 101 and then the excavation 9 is partially continued, a second series of shielding panels 103 is installed in the excavation below the first series of panels 102; the panels 103 are fixed together, to the upper panels 102 and to the support frame 101; these operations being repeated for as many series of panels as necessary according to the depth of the desired excavation.
- the first series of panels 102 constituted by dihedral in particular prefabricated, is immobilized in position in the angles 104 of the partial excavation which has in particular a substantially rectangular parallelepiped shape.
- the adjacent dihedrons 102 are fixed by means of the bars 105, in particular metallic and hollow of square or rectangular section, by the fixing means 146.
- a free space is maintained between the adjacent dihedrons 102, and possibly a free space between the lower edge 106 of the dihedrons 102 and the bottom of the partial excavation.
- To fix the dihedrons 102 to the support frame 101 use the threaded rods 107 or the like passing through the panels 108, constituting the dihedrons 102, through the holes 120 which are provided there.
- the threaded rods 107 are bolted, on the one hand, to the support frame 101 by means of nuts or the like 107a, and, on the other hand, to the lower face 109 of the bars 110, in particular of metal and of section substantially in H where come fit the lower edges 106 of the adjacent dihedrons 102.
- the immobilization of the dihedrons 102 in the angles 104 of the partial excavation is obtained by lowering the round tubes 111 in the square tubes 112 joining the two panels 108 constituting said dihedrons.
- the immobilization in the angles 104 of the partial excavation of the panels 103 is obtained by lowering the round tubes 111 into the square tubes 113 formed by the meeting of the tube portions 114 and 115 during the positioning at substantially 90 ° of the panels 103 in the angles of the excavation.
- the adjacent panels 103 are connected along a wall of the excavation to each other and to the dihedra 102 by means of the bars 110 of substantially H section while maintaining a free space between two adjacent panels 103, and possibly a spacing between the lower edge 122 of said panels and the bottom of the partial excavation.
- the panels 103 are fixed to the support frame and to the panels 102 of the upper series by lowering the threaded rods 117 into the holes 118 passing through the panels 103 provided in the alignment of corresponding holes 119 passing through the upper panels 108 as well as the holes 141 correspondents provided in the bars 110.
- the threaded rods 117 are bolted, on the one hand to the support frame 101 in particular by nuts 117a and, on the other hand, to the underside of the bars 121, in particular metal U-shaped in which come fit the lower edges 122 of two adjoining panels 103.
- a belt 123 in particular metallic, is installed provisionally at the top of the posts 13 to keep them in position; said belt being in particular fixed to threaded sockets 127a provided at the head of posts 13.
- the belt 123 consists of two elements 124, the meeting of which forms a quadrilateral.
- the fixing of two elements 124 being carried out by angles 125 of which a part is welded to one of the elements 124 while the other part is bolted at 126 to the other element 124.
- Fixing means 127 are provided in correspondence with the sockets 127a of the posts 13.
- Reinforcements 128 are provided at the four corners of the belt 123.
- the first structural elements are then lowered from the walls of the room 1, in particular a first row of racks 8 which lock the assembly at the bottom by sliding the boxes 8 between the posts 13 forming support and guide slides; then the waterproof envelope 11 is unfolded to the upper level of said elements or racks; at the same time as an embankment is raised, especially in sand.
- the abovementioned lower panels 103 are then removed by unbolting the threaded rods 117, declawing the U-shaped bars 121 and lifting the round tubes 111 in the corners 104.
- the dihedral panels 102 and the support frame 101 are removed by lifting them; then, after pouring the reinforced concrete chaining connecting the posts, the provisional belt 123 for holding the posts 13 is removed.
- a staircase 19 in particular a sheet metal staircase, is also installed along a wall, the latter notably comprising two lateral stringers 20, 20 ′ or a single central stringer.
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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)
Claims (43)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT83400666T ATE25413T1 (de) | 1982-04-27 | 1983-03-30 | Tiefraum, insbesondere ein keller und einrichtungsverfahren desselben. |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8207292 | 1982-04-27 | ||
FR8207292A FR2525663A1 (fr) | 1982-04-27 | 1982-04-27 | Local enterre, tel que notamment une cave, et procede pour l'amenagement de celui-ci |
FR8300104 | 1983-01-05 | ||
FR8300104A FR2538833B2 (fr) | 1982-04-27 | 1983-01-05 | Local enterre, tel que notamment une cave, procede d'amenagement de celui-ci et dispositif amovible de blindage utilise pour la mise en oeuvre dudit procede |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0093030A1 EP0093030A1 (de) | 1983-11-02 |
EP0093030B1 true EP0093030B1 (de) | 1987-02-04 |
Family
ID=26222876
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19830400666 Expired EP0093030B1 (de) | 1982-04-27 | 1983-03-30 | Tiefraum, insbesondere ein Keller und Einrichtungsverfahren desselben |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0093030B1 (de) |
DE (1) | DE3369716D1 (de) |
FR (1) | FR2538833B2 (de) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2573788B1 (fr) * | 1984-11-29 | 1987-01-09 | Salomon Valerie | Procede de realisation d'une cave etanche et cave obtenue par la mise en oeuvre du procede |
FR2574445B1 (fr) * | 1984-12-10 | 1987-05-29 | Fouchard Noel | Modeles et procedes de construction de locaux enterres pour la conservation des denrees, le stockage et la securite des biens et les activites sedentaires et loisirs |
FR2574443A1 (fr) * | 1984-12-10 | 1986-06-13 | Salomon Valerie | Procede de realisation d'une cave etanche et cave obtenue pour la mise en oeuvre du procede |
GB8527042D0 (en) * | 1985-11-02 | 1985-12-04 | Jones R S | Underground structures |
NL8503330A (nl) * | 1985-12-03 | 1987-07-01 | Leo Franciscus Maria Van Dijk | Prefab-kelder. |
RU2443697C1 (ru) | 2010-12-21 | 2012-02-27 | Александр Васильевич Иващенко | Замещенные метил-амины, антагонисты серотониновых 5-ht6 рецепторов, способы получения и применения |
CN107964960B (zh) * | 2017-11-22 | 2023-04-18 | 山东电力建设第一工程公司 | 一种市政管道沟槽支护结构及支护方法 |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1935704A (en) * | 1932-06-03 | 1933-11-21 | Samuel B Fields | Shoring apparatus for graves and like excavations |
CH342739A (de) * | 1956-08-01 | 1959-11-30 | Keller Josef | Grubenwand-Stützvorrichtung für den Aushub eines Grabes |
US3584465A (en) * | 1969-11-17 | 1971-06-15 | Edward J Holl | Earth-shoring apparatus |
US3750410A (en) * | 1970-02-17 | 1973-08-07 | H Converse | Simple shoring to form ditches-canals-pillars and posts |
FR2408534A1 (fr) * | 1977-11-10 | 1979-06-08 | Harnois Georges | Dispositif pour entreposer des produits a l'abri de la chaleur |
DE3003790C2 (de) * | 1980-02-02 | 1983-12-01 | Gimmler, Luise Maria, 6618 Wadern-Bardenbach | Keller aus vorgefertigten Beton-Formsteinen |
DE3013637A1 (de) * | 1980-04-09 | 1981-10-15 | Paul 6580 Idar-Oberstein Becker | Fertigelement fuer die gestaltung der kelleraussenwaende in gebaeuden |
-
1983
- 1983-01-05 FR FR8300104A patent/FR2538833B2/fr not_active Expired
- 1983-03-30 EP EP19830400666 patent/EP0093030B1/de not_active Expired
- 1983-03-30 DE DE8383400666T patent/DE3369716D1/de not_active Expired
Also Published As
Publication number | Publication date |
---|---|
EP0093030A1 (de) | 1983-11-02 |
DE3369716D1 (en) | 1987-03-12 |
FR2538833B2 (fr) | 1986-04-25 |
FR2538833A2 (fr) | 1984-07-06 |
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Legal Events
Date | Code | Title | Description |
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE GB IT LI LU NL |
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17P | Request for examination filed |
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