EP0093030A1 - Tiefraum, insbesondere ein Keller und Einrichtungsverfahren desselben - Google Patents

Tiefraum, insbesondere ein Keller und Einrichtungsverfahren desselben Download PDF

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Publication number
EP0093030A1
EP0093030A1 EP83400666A EP83400666A EP0093030A1 EP 0093030 A1 EP0093030 A1 EP 0093030A1 EP 83400666 A EP83400666 A EP 83400666A EP 83400666 A EP83400666 A EP 83400666A EP 0093030 A1 EP0093030 A1 EP 0093030A1
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EP
European Patent Office
Prior art keywords
panels
excavation
aforementioned
room
bars
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
EP83400666A
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English (en)
French (fr)
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EP0093030B1 (de
Inventor
Paul Maurice Marie Roux
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
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
Priority claimed from FR8207292A external-priority patent/FR2525663A1/fr
Application filed by Individual filed Critical Individual
Priority to AT83400666T priority Critical patent/ATE25413T1/de
Publication of EP0093030A1 publication Critical patent/EP0093030A1/de
Application granted granted Critical
Publication of EP0093030B1 publication Critical patent/EP0093030B1/de
Expired 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
    • E04B1/0007—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 arranging it in a construction comprising a floor slab, in particular of concrete, by which it rests on the ground and a removable shielding device. used in the implementation of this process.
  • the known method does not make it possible to produce a buried room of general prismatic shape, such as in particular cubic or rectangular parallelepiped.
  • the object of the present invention is to avoid this drawback by proposing a method, of the type described above, and characterized in that, after completion of the floor, posts or uprights, in particular of reinforced concrete, are erected extending from the floor to the level of the ceiling, and in that you insert, by sliding, between said posts forming holding and guiding slides, the boxes by stacking them.
  • the posts or uprights on which the boxes 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 posts, then on the said beams, slabs, in particular prefabricated concrete, preferably removable and contiguously juxtaposed.
  • the facings of the excavation are shielded, as the digging 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 earth siding of said excavation; one continues to partially dig 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 pre cited and on the other hand to the underside of bars, in particular 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 in the square tubes joining the two panels constituting said dihedrons.
  • 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 lower series are fixed. above to the aforementioned support frame and to the panels of the above-mentioned upper series, by lowering threaded rods into the holes passing through said panels provided in the alignment of corresponding holes 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 a metallic U-shaped bar, into which the lower edge of two of said adjacent panels is fitted.
  • the present invention also relates to a removable device for shielding an excavation, in particular for implementing the above method.
  • the present invention also relates to buried premises, such as in particular a cellar, produced 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 capable of a slab ,. in particular based on sand, and is characterized in that said caissons act as retaining walls to contain the thrust of the earth by bearing against poles or uprights, in particular in reinforced concrete, extending from said floor to said ceiling .
  • the aforementioned floor consists of spaced parallel beams, in particular in reinforced concrete, on which rest slabs, in particular prefabricated in concrete, joined together juxtaposed.
  • the aforementioned ceiling is made up 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 parallel-piped shape are open, entirely or partially, on their upper or bottom faces, and internal vertical side; the vertical edges of the walls of boxes bearing against the aforementioned posts preferably having a shape combined with that of said posts.
  • the edges of the aforementioned walls of two adjacent boxes form 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 a 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 face, and their face facing the interior 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 the level from ceiling 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 precast 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 ortune shape conjugated to 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 parallelepiped shape rectangular is made 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 wall 8 "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 cast 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.
  • a wall of the room 1 may consist of elements 144 (FIG. 13) open at their bottom, their top side and their face facing the inside of the 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 are recessed in legs 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 ure 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 noticeably 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 course nuts provided at their lower ends to allow the panels 102, 103 to be fixed to each other 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 drilled for the passage of the threaded rods 107, 117 and, on the other hand, the parallel bars 130 of the support frame 101 are drilled 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 panels 103 adjacent lower along a wall of the excavation 9, which allows the fixing of two panels 103 lower 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 together and to the support frame 101 then we continue to partially excavate the excavation 9, we install a second series of shielding panels 103 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 are fitted into 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 one another and to the dihedrons 102 using 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 pocket or sealed envelope 11 is lowered into the excavation 9. 'folded state; then we install the beams 14 and slabs 15 of the floor 2; a peripheral raft 12 is poured supporting the structural elements of the walls, in particular of the cassiers 8, and the posts or uprights 13 are erected, in particular in reinforced concrete, extending from the floor 2 to the level of the ceiling 3.
  • 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 is made up of two elements 124, the union 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 of the walls of room 1 are then lowered, in particular a first row of. lockers 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.
  • the beams 16 of the ceiling 3 are placed, each resting on two opposite poles 13 above. After fixing said beams, there are laid on these slabs 17, in particular prefabricated concrete, preferably removable and contiguously juxtaposed.
  • 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)
EP19830400666 1982-04-27 1983-03-30 Tiefraum, insbesondere ein Keller und Einrichtungsverfahren desselben Expired EP0093030B1 (de)

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
FR8207292A FR2525663A1 (fr) 1982-04-27 1982-04-27 Local enterre, tel que notamment une cave, et procede pour l'amenagement de celui-ci
FR8207292 1982-04-27
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
FR8300104 1983-01-05

Publications (2)

Publication Number Publication Date
EP0093030A1 true EP0093030A1 (de) 1983-11-02
EP0093030B1 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)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2573788A1 (fr) * 1984-11-29 1986-05-30 Salomon Valerie Procede de realisation d'une cave etanche et cave obtenue par la mise en oeuvre du procede
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
FR2574445A1 (fr) * 1984-12-10 1986-06-13 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
GB2182371A (en) * 1985-11-02 1987-05-13 Roger Smith Jones Underground structures
EP0228730A1 (de) * 1985-12-03 1987-07-15 Leo Franciscus Maria Van Dijk Vorgefertigter Keller
WO2012087182A2 (ru) 2010-12-21 2012-06-28 Алла Хем, Ллс Замещенные метил-амины, антагонисты серотониновых 5-нт6 рецепторов, способы получения и применения
CN107964960A (zh) * 2017-11-22 2018-04-27 山东电力建设第工程公司 一种市政管道沟槽支护结构及支护方法

Citations (7)

* Cited by examiner, † Cited by third party
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
EP0002141A1 (de) * 1977-11-10 1979-05-30 Georges Albert René Harnois Anlage und Fertigbauteil für die Einrichtung von einem unterirdischen Lager
DE3003790A1 (de) * 1980-02-02 1981-08-06 Helmut 6618 Wadern-Bardenbach Gimmler Wabenkeller aus vorgefertigten beton-formteilen
DE3013637A1 (de) * 1980-04-09 1981-10-15 Paul 6580 Idar-Oberstein Becker Fertigelement fuer die gestaltung der kelleraussenwaende in gebaeuden

Patent Citations (7)

* Cited by examiner, † Cited by third party
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
EP0002141A1 (de) * 1977-11-10 1979-05-30 Georges Albert René Harnois Anlage und Fertigbauteil für die Einrichtung von einem unterirdischen Lager
DE3003790A1 (de) * 1980-02-02 1981-08-06 Helmut 6618 Wadern-Bardenbach Gimmler Wabenkeller aus vorgefertigten beton-formteilen
DE3013637A1 (de) * 1980-04-09 1981-10-15 Paul 6580 Idar-Oberstein Becker Fertigelement fuer die gestaltung der kelleraussenwaende in gebaeuden

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
BAUMASCHINE UND BAUTECHNIK, vol. 22, no. 7/8, juillet/août 1975, pages 255-259 *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2573788A1 (fr) * 1984-11-29 1986-05-30 Salomon Valerie Procede de realisation d'une cave etanche et cave obtenue par la mise en oeuvre du procede
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
FR2574445A1 (fr) * 1984-12-10 1986-06-13 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
GB2182371A (en) * 1985-11-02 1987-05-13 Roger Smith Jones Underground structures
GB2182371B (en) * 1985-11-02 1989-10-04 Roger Smith Jones Underground structures
EP0228730A1 (de) * 1985-12-03 1987-07-15 Leo Franciscus Maria Van Dijk Vorgefertigter Keller
WO2012087182A2 (ru) 2010-12-21 2012-06-28 Алла Хем, Ллс Замещенные метил-амины, антагонисты серотониновых 5-нт6 рецепторов, способы получения и применения
CN107964960A (zh) * 2017-11-22 2018-04-27 山东电力建设第工程公司 一种市政管道沟槽支护结构及支护方法

Also Published As

Publication number Publication date
EP0093030B1 (de) 1987-02-04
FR2538833B2 (fr) 1986-04-25
FR2538833A2 (fr) 1984-07-06
DE3369716D1 (en) 1987-03-12

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