EP2815036B1 - Wasserdichtes mobiles gebäude bestehend aus mehreren abschnitten - Google Patents

Wasserdichtes mobiles gebäude bestehend aus mehreren abschnitten Download PDF

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Publication number
EP2815036B1
EP2815036B1 EP13703617.4A EP13703617A EP2815036B1 EP 2815036 B1 EP2815036 B1 EP 2815036B1 EP 13703617 A EP13703617 A EP 13703617A EP 2815036 B1 EP2815036 B1 EP 2815036B1
Authority
EP
European Patent Office
Prior art keywords
section
building
longitudinal
rails
beams
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.)
Active
Application number
EP13703617.4A
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English (en)
French (fr)
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EP2815036A1 (de
Inventor
Philippe PELLEREJ
Arnaud MORAT
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.)
Agence Nationale pour la Gestion des Dechets Radioactifs ANDRA
Original Assignee
Agence Nationale pour la Gestion des Dechets Radioactifs ANDRA
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.)
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Publication date
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Publication of EP2815036A1 publication Critical patent/EP2815036A1/de
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Publication of EP2815036B1 publication Critical patent/EP2815036B1/de
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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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/3455—Wheeled arch-type structures
    • G—PHYSICS
    • G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
    • G21F—PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
    • G21F9/00—Treating radioactively contaminated material; Decontamination arrangements therefor
    • G21F9/04—Treating liquids
    • G21F9/20—Disposal of liquid waste
    • G21F9/24—Disposal of liquid waste by storage in the ground; by storage under water, e.g. in ocean
    • G—PHYSICS
    • G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
    • G21F—PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
    • G21F9/00—Treating radioactively contaminated material; Decontamination arrangements therefor
    • G21F9/28—Treating solids
    • G21F9/34—Disposal of solid waste
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the invention relates to a mobile building covering a floor surface including protecting the surface against the weather.
  • the invention relates more particularly to a large mobile building which is capable of being divided into several sections, making the movement of the building relatively easy, fast and secure by the absence of lifting operations of the sections and the absence of work. in height from the staff.
  • a storage facility for example a radioactive or chemical material, comprises cells dug in the ground, in which waste is stored.
  • the location of the cell When digging and filling a cell, the location of the cell must be protected from outside weather conditions, including wind and rain.
  • Such protection is commonly achieved through a building consisting mainly of a metal structure covered with a tarpaulin. Indeed, such a type of building has a relatively low weight and therefore does not risk causing a subsidence of the land on which it is installed.
  • the dimensions of the building allow vehicles to move without constraints under the building and the shape of the building limits including its catch in the wind.
  • a building In general, a building is about 180 meters long, 30 meters wide and 15 meters high at the top.
  • the building is also shaped tunnel semicircular section, its cross section is shaped circular arc.
  • Moving the building is done by separating the building into several sections, moving the sections to the new location and then fixing the sections between them and the ground.
  • each section is moved using lifting cranes.
  • Such a mode of displacement is also risky because of the large mass and the volume of the raised section. Also, in case of wind, the movement of the section is impossible or even prohibited for security reasons.
  • the time of completion of the separation, displacement and securing of the sections is particularly important because of the difficulty of the operations to be performed.
  • the total time for moving a building is about two months.
  • each section In order to facilitate the movement of sections of a building made from a metal structure covered with a sheet, it is known to mount each section on wheels adapted to pivot relative to the structure about a vertical axis. These wheels are well adapted to a flat and hard ground, but their use is difficult on a soft ground, for example in ground, such as that for a site of storage of waste.
  • the document GB-A-742 917 describes a mobile building made of several identical sections that are movable on parallel rails.
  • the rails allow the movement of each section, regardless of the terrain on which the building is installed.
  • connection of two adjacent sections is made by contact with their adjacent ends facing each other.
  • rubber bands mounted on the ends of the sections achieve, by their cooperation, a seal of the connection between the two sections.
  • the object of the invention is to propose a mobile building consisting of several sections, and comprising means for securing two sections with each other which are able to fix the sections to each other and which make it possible to limit dangerous work and staff height.
  • the remote control and drive of the locking means allow the personnel involved on the building for the assembly or separation of the sections, not to work at height. Also, this makes it possible to limit the duration of the manipulations.
  • the locking means comprise a movable locking member carried by a first of said two end beams, which is adapted to selectively cooperate with an associated strike carried by the other of said two end beams to effect the fixing of the two end beams with each other.
  • said two end beams comprise a plurality of locking members and latches, which are distributed along said two end beams.
  • the building comprises means for simultaneously actuating all the locking members of said two end beams vis-à-vis.
  • the locking means comprise a covering sheet which longitudinally covers two adjacent end beams so that the lateral edges of the cover sheet are arranged on either side of said two end beams, to seal the connection between the two said adjacent end beams.
  • the cover sheet is adapted to be hoisted from the ground to the top of the section, along said two adjacent end beams by the control and driving means.
  • the end beams of the sections are bent in the transverse vertical plane in the shape of a circular arc extending from the ground to the top of the section and the cover sheet is hoisted along the beams of the end following the curvature of the end beams.
  • each panel of sheet extends longitudinally between an end beam and an intermediate beam or between two end beams, and each end beam and each intermediate beam of the section comprises a rail guide which is adapted to receive rollers carried by the longitudinal end edge of the associated tarpaulin pan.
  • the longitudinal end edges of the cover sheet pan are arranged longitudinally on either side of the longitudinal end edges of the cover panels, which are connected to the end beams of the sections.
  • each section comprises means for connecting the section with the ground, which are capable of selectively cooperating with longitudinal rails for guiding the moving section in a longitudinal direction, or with rails of a set of rails having an orientation. distinct from the longitudinal direction .
  • the connecting means comprise a longitudinal roller which is adapted to cooperate with the longitudinal rails and which is movable between a disengagement position in which the connecting means are able to cooperate with the longitudinal rails, and a position of engagement. wherein the connecting means cooperate with the rails of said set of rails.
  • the connecting means cooperate with the longitudinal rails when the section is situated longitudinally at the rails of the said set of rails, or the section is placed on means for supporting the rails. longitudinal when the section is not located longitudinally at the rails of said set of rails.
  • the connecting means are able to lift the entire section when the longitudinal roller is moved from its disengagement position to its engagement position.
  • the connecting means comprise locking means of the section to the longitudinal rails when the longitudinal roller is in the disengaged position.
  • the building comprises an interior passageway which is arranged at its top and each section comprises a segment of the passageway.
  • At least one section comprises a curved inner scale extending generally from the ground to the associated segment of the section, which is made in several consecutive sections of different curvatures.
  • each section consists of an assembly of external beams each extending in a transverse vertical plane, and longitudinal beams which connect the external beams together, and said structure comprises prestressing cables.
  • FIG. 1 An installation 10, for example a storage installation 10, for example for radioactive waste with low or very low activity.
  • This installation 10 comprises hollow cells 12 dug in the ground in which waste is stored. When a cell 12 is full, it is covered with a mound of earth 14.
  • the building 16 consists of an elongate structure of longitudinal main orientation, which forms a tunnel of semi-circular section, that is to say that the cross section of the building is in an arc, preferably globally a half circle.
  • the building 16 is moved to the location of another cell that will be exploited.
  • the building 16 is made of a plurality of sections 18 which are contiguous to each other, and which are able to be separated and then moved one after the other.
  • each section 18 comprises a metal structure 20 covered with a tarpaulin.
  • the metal structure 20 consists of a frame made by an assembly of metal sections, and a set of cables 22 prestressing the frame. Such a combination of a metal frame and cables 22 is generally referred to as a "braced structure".
  • the use of the cables 22 makes it possible to confer on the structure 20 a certain rigidity, while preserving a structure of simple and light construction.
  • each section 18 is symmetrical with respect to a vertical longitudinal plane P located in the longitudinal main axis of the section 18.
  • the structure 20 comprises first beams 24 which are bent according to the shape of the building 16, that is to say here in the shape of a circular arc.
  • Each curved beam 24 extends in a transverse vertical plane from the ground to the top S of the building 16.
  • the curved beams 24 are parallel to each other and are longitudinally offset relative to each other on a regular basis , according to a constant step.
  • the structure 20 also comprises end beams 26, which are bent similarly to the other curved beams 24, which are parallel to the curved beams 24, and which are located at the longitudinal ends of the structure 20, corresponding to the longitudinal ends of the section 18.
  • the structure comprises an intermediate beam 27 which is also bent similarly to the curved beams 24, and which is located longitudinally in the center of the structure 20.
  • the metal structure does not comprise such an intermediate beam 27.
  • All of these beams 24, 26, 27 are interconnected by longitudinal beams 28.
  • each longitudinal beam 28 extends longitudinally from one end beam 26 to the other end beam 26.
  • the longitudinal beams 28 are distributed along the beams 24, 26, 27 regularly, c that is, at a constant interval.
  • the longitudinal beams 28 are fixed on the beams 24, 26, 27 at the inner edges of said beams 24, 26, 27.
  • the longitudinal beams 28 are located generally inside the structure and the beams 24, 26, 27 are located outside the structure 20.
  • Fixing the longitudinal beams 28 with the beams 24, 26, 27 is carried out by any known means, for example by welding or by bolting.
  • the two halves of the structure 20 are fixed together at the top S of the structure 20 by any known means, for example by welding or by bolting the upper ends of the beams 24, 26, 27.
  • each section 18 comprises a cover which covers the metal structure 20.
  • each half of the metal structure 20 is covered by two covering panels 30 which are placed on the curved beams 24.
  • Each panel 30 extends longitudinally from an end beam 26 to the intermediate beam 27. Also, each pan 30 extends from the ground to the top S of the structure 20.
  • each section 18 comprises four covering sheets 30.
  • Such a number of covering sheets 30 makes it possible to optimize the size and mass of each panel of cover 30 so that it can be easily handled by a person when he is placed on the metal structure 20.
  • each section 18 comprises two sheets of sheet 30, each sheet covering 30 covering one half of the section 18 and extends from one end beam 26 to the other end beam 26.
  • each pan 30 is covered by cables 32 each of which extends from the ground to the top S of the structure 20.
  • Each cable 32 is located longitudinally at an intermediate position between two beams 24, 26, 27 adjacent.
  • Each cable 32 presses inwardly on the sheet of associated sheet 30 in order to keep it resting on the metal structure 20, especially in windy conditions. For this purpose, a certain voltage is applied to each cable 32.
  • connection between a longitudinal end edge 30a of a tarpaulin pan 30 and the end beam 26 or the associated intermediate beam 27 is formed by means of a guide rail 34 which is carried by the beam d end 26 or the associated intermediate beam 27.
  • the guide rail 34 is mounted on a portion 36 of the beam 26, 27 which protrudes outwardly with respect to the curved beams 24 and with respect to the sheet pan 30.
  • the guide rail 34 is adapted to receive rollers 38 which are carried by the longitudinal end edge 30a of the tarpaulin sheet 30 associated.
  • Each edge 30a of the tarpaulin portion 30 carries a plurality of rollers 38 which are all received in the associated guide rail 34.
  • the rollers are able to move along the guide rail 34 when the cover sheet 30 is hoisted on the metal structure 20.
  • the mounting of the tarpaulin on the metal structure 20 is effected by raising each sheet of sheet 30 from the ground, pulling it by its upper end thereof, for example by means of cables (not shown).
  • each sheet pan 30 The rollers 38 attached to the edges 30a of each sheet pan 30 are guided in the associated guide rail 34.
  • the tarpaulin pan 30 slides up on curved beams 24, without the risk of shifting on one side or another.
  • each guide rail 34 is bent similarly to the beam 26, 27 which carries it and it extends along this beam 26, 27. This bending of the guide rails 34 allows to have a regular guide of rollers 38.
  • the contact between the sheet and the metal structure 20 is formed at the outer edge of each curved beam 24, which extends from the top S of the building to the ground.
  • the moisture that condenses on the sheet can only trickle down to the ground, without accumulating on the beams 28.
  • the risk that the water falls on the cell 12 in the form of drops such as rain, are limited.
  • the sections 18 are connected to each other by locking means which provide a connection of two adjacent sections 18.
  • the locking means serve to fix the adjacent sections 18 with each other and to seal the connection between the sections 18.
  • each longitudinal end of a section comprises an end beam 26.
  • Each end beam 26 of a section 18 cooperates with the end beam 26 opposite the end beam 26. an adjacent section 18 via the locking means.
  • the joining of two sections 18 adjacent to each other is carried out on the one hand by joining them one to the other and putting their end beams 26 in contact with one another. against each other.
  • the sections 18 comprise locking means 60 of two sections 18 adjacent to each other.
  • the locking means 60 are made in two complementary parts each of which is carried by one of the two end beams 26 opposite the sections 18.
  • a first portion 62 of the locking means 60 consists of a movable locking member 62, which is carried by the end beam 26 of a first section, here the section 18 of the left shown in the figures.
  • the second part 64 of the locking means 60 consists of a striker which is carried by the end beam 26 of the second section 18, here the straight section 18 shown in the figures.
  • the keeper 64 extends longitudinally outwardly of the second section 18, that is to say in the direction of the end beam 26 of the first section.
  • the striker 64 further comprises a slot 66 in which the movable locking member 62; is able to be received in part to cooperate with the waste 64.
  • the end beam 26 of the first section 18 further comprises an opening 68 which is traversed by the striker 64 when the sections are contiguous to each other at their respective end beams 26.
  • Each end beam 26 further comprises a plate 72 extending in a substantially vertical transverse plane, which carries the movable locking member 62 or the striker 64, respectively.
  • the opening 68 which is traversed by the striker 64 is thus formed in the plate 72 of the end beam 26 associated with the movable locking member 62, that is to say here the plate 72 on the left.
  • the movable locking member 62 is mounted to move relative to the associated end beam 26 and with respect to the striker 64 between an unlocking position shown in FIG. figure 10A , in which the movable locking member 62 is not received in the slot 66, and a locking position shown in FIG. figure 10B in which the movable locking member 62 is received in the light 66.
  • the movable locking member In the unlocking position, the movable locking member does not cooperate with the striker 64, does not prevent the longitudinal displacement of the keeper 64 and thus the second section 18 with respect to the first section 18.
  • a part 70 of the movable locking member 62 which is in the form of a slope, is received in the slot 66.
  • the movable locking member 62 is then in abutment and cooperates with the striker 64, preventing then the longitudinal displacement of the second section 18 with respect to the first section 18.
  • each section 18 is made so that a first end beam 26 carries the movable locking member 62 and the second end beam 26 carries the striker 64.
  • connection of two sections 18 with each other is performed by a plurality of locking means 60 as described above.
  • These locking means 60 are distributed along the end beams 26 in order to ensure a homogeneous distribution of the forces caused by the attachment, on each end beam 26.
  • Each end beam 26 of a section 18 then comprises a plurality of movable locking members 62 or a plurality of latches 64.
  • the end beam 26 which carries the plurality of movable locking members 62 comprises a single member (not shown) for driving all the movable locking members 62 carried by said beam 26, in simultaneous movement.
  • the control member is arranged close to the ground, so that it can be manipulated by a person without having to work at height.
  • the control member may be connected to the movable locking member 62 via a cable system, or by other known systems such as a pneumatic system or an electrical system.
  • This control member allows an operator to perform the control and the driving of the locking means 60 from the ground.
  • the securing means comprise a cover sheet 40 which extends from the ground to the top S of the building 16.
  • Each cover sheet 40 performs the continuity of the seal obtained by the sections 18.
  • each section also comprises a cover sheet 40 which is mounted at its intermediate beam 27, to achieve the continuity of the seal obtained by the cover panels 30.
  • Each cover sheet 40 extends longitudinally on either side of the intermediate beam 27, or two end beams 26 contiguous when the sections 18 are assembled, covering the edges 30a of two sheets of tarpaulin 30 associates.
  • each cover sheet 40 is associated with a cable 42 which keeps the roof covering sheet 40 resting on the cover panels 30 and also allows to hoist the cover sheet 40 from the ground, along the intermediate beam 27 or along the two adjoining end beams 26 to the top S of the section 18.
  • the installation 10 is generally located on a soft ground, for example earth.
  • the rails 46 are supported by longitudinal foundation members 44.
  • foundation elements 44 consist for example of longitudinal beams that are placed on the ground, or buried in part, in the extension of each other.
  • the sills 44 may also consist of concrete beams that are poured into trenches dug in the ground.
  • the rails 46 are placed directly on the ground.
  • the longitudinal rails 46 make it possible to ensure good positioning of the sections 18 with respect to each other, both vertically and transversely. Also, the longitudinal rails 46 can move longitudinally sections 18 as will be described in more detail later.
  • the longitudinal members 44 are inclined relative to the horizontal.
  • the sills are inclined downwardly from a central zone 48 longitudinally of the building 16.
  • the slope of the longitudinal members 44 is 1%.
  • the metal structure 20 is of the "bracing" type.
  • the pre-stressing cables 22 of the metal frame also make it possible to adapt the shape of the metal structure 20 to the slope on which the section 18 is placed.
  • each section 18 is placed on the longitudinal members 44 and the longitudinal rails 46 at its two lower ends 18a, which we will call later feet.
  • the legs 18a of each section comprise connecting means 50 which cooperate with the longitudinal members 44 and the longitudinal rails 46 selectively.
  • the connecting means 50 cooperate with the longitudinal rails 46 for guiding the section 18 moving along the longitudinal rails 46.
  • the connecting means 50 comprise longitudinal rollers 52, each of which is adapted to cooperate with an associated longitudinal rail 46 when the section 18 is to be moved.
  • Each longitudinal roller 52 is movably mounted relative to the metal structure between a disengagement position shown in FIG. Figure 7A in which it is located above and away from the associated longitudinal rail 46, and an engagement position shown in FIG. Figure 7B in which it cooperates with the associated longitudinal rail 46.
  • the metal structure 20 rests on the longitudinal members 44 or the longitudinal rails 46 at its feet 18a, as previously described, so that the section 18 can not move relative to the ground .
  • the metal structure 20 When the longitudinal rollers 52 are in the engagement position, the metal structure 20 is lifted vertically with respect to its position resting on the longitudinal members 44 and the longitudinal rails 46. The metal structure 20 is then located above and away from the longitudinal members 44 and longitudinal rails 46. The section 18 can then move relative to the ground by rolling it by the cooperation of the longitudinal rollers 52 with the longitudinal rails 46.
  • each section comprises four longitudinal rollers 52 each of which is arranged at a longitudinal end of a foot 18a of the section 18.
  • the longitudinal rollers 52 are here pivotally mounted relative to the metal structure 20 about a transverse axis A and a jack 54 is associated with each longitudinal roller 52 to move the roller 52 associated from one position to another.
  • each cylinder 54 The power and the stroke of each cylinder 54 are determined so that all the cylinders 54 of the section 18 are able to lift the entire section 18.
  • longitudinal rollers 52 and longitudinal rails 46 By the cooperation of longitudinal rollers 52 and longitudinal rails 46, it is relatively easy to move longitudinally each section 18 along the cell 12, without the need for lifting means.
  • the cells 12 of the installation 10 are arranged parallel to each other, and are offset transversely.
  • each section 18 must be moved longitudinally and it must also be moved from one cell 12 to another in a transverse displacement.
  • the longitudinal rollers 52 and the longitudinal rails 46 make it possible to move each section 18 of the building 16 longitudinally relatively easily.
  • the installation 10 comprises a set of transverse rails 56, here two transverse rails 56, on which each section 18 is able to move transversely.
  • the transverse rails 56 are positioned longitudinally close to one end of the cells 12. The transverse displacement of each section 18 is therefore effected outside the cells 12.
  • the connecting means comprise transverse rollers 58 which are capable of cooperating with the transverse rails 56.
  • the transverse rollers 56 are arranged so that when the longitudinal rollers 52 are in the disengaged position, that is to say that they are raised, the transverse rollers 58 cooperate with the transverse rails 56 and when the longitudinal rollers 52 are in the position of engagement with the longitudinal rails 46, the transverse rollers 58 can not cooperate with the transverse rails 56.
  • the transverse rollers 58 can not cooperate with the transverse rails 56.
  • transverse rollers 58 are shifted transversely inwards with respect to the longitudinal rollers 52.
  • the installation 10 comprises a plurality of longitudinal rails 46 which are arranged on either side of each cell 12 and the transverse rails extend over the entire transverse dimension of the installation 10.
  • jacks 54 of the connecting means 50 are actuated to move the longitudinal rollers 52 to their engagement position.
  • the section 18 is then raised and the rollers 52 cooperate with the longitudinal rails 46.
  • the section 18 is moved longitudinally by any known means.
  • the section 18 is moved by coupling a propulsion unit (not shown) to the longitudinal rollers 52.
  • the section 18 is thus transferred from its initial position to a position located longitudinally at the end of the cell 12, in which the transverse rollers 58 are located vertically above the transverse rails 56, as can be seen in figure 8 .
  • the cylinders 54 of the connecting means 50 are actuated to move the longitudinal rollers 52 to their disengagement position.
  • the section 18 is then lowered so that the transverse rollers 58 cooperate with the transverse rails 56, and so that the longitudinal rollers 52 no longer cooperate with the longitudinal rails 46.
  • the section 18 is moved transversely, for example by propulsion units as mentioned above, as can be seen in FIG. figure 1 , until the section 18 reaches a transverse position at the new cell 12 on which the building 16 will be moved.
  • the longitudinal rollers 52 are located vertically above the longitudinal rails 46 associated with the new cell 12.
  • a fifth step the jacks 54 of the connecting means 50 are actuated to move the longitudinal rollers 52 to their engagement position.
  • the section 18 is then raised and the longitudinal rollers 52 cooperate with the longitudinal rails 46.
  • the section 18 is driven longitudinally along the longitudinal rails 46 by the drive means to the final longitudinal position.
  • a seventh step the cylinders 54 of the connecting means 50 are actuated to move the longitudinal rollers 52 to their disengaged position.
  • the section 18 is then lowered to come to rest on the longitudinal members 44 or the longitudinal rails 46.
  • the installation 10 may have only one longitudinal rail 46 between two adjacent cells 12. In such a case, the building can not be moved from a cell 12 directly to the adjacent cell 12.
  • the displacement of the building 16 will then be effected by moving its sections 18 to a new cell which is not the cell adjacent to the cell 12 which is completed, or by using the longitudinal rails 46 associated with other cells 12, to form buffer zones in which the sections 18 are temporarily arranged before they can be moved to the new cell 12.
  • Such a possibility of flight of a section 18 is particularly dangerous and may be prohibited by construction and / or operating standards.
  • each section comprises anti-flight or anti-lifting means which consist of hooks 126 which are able to cooperate selectively with the longitudinal rails or the transverse rails, according to the position of the section 18.
  • the hooks are retractable, to disengage the rails.
  • the building 16 comprises, in the upper part, a corridor which extends over the entire length of the building 16, and which is located under the top S thereof.
  • the corridor allows access to building elements that are located in height, securely.
  • the corridor is also made of several segments 76, each segment 76 of the passageway is associated with a section 18 of the building 16.
  • the segments 76 of the corridor are also in the extension of each other.
  • segment 76 is fixed to the metal structure 20 of the associated section 18, at the level of the top S thereof.
  • the segment comprises mainly lateral walls 78 of vertical longitudinal principal orientation, and a horizontal floor 80.
  • the segment 76 is suspended from the metal structure 20, that is to say that the upper end 78s of each side wall 78 is fixed to the metal structure 20, so that the side walls extend downwards to from the top S of the metal structure 20.
  • each side wall 78 is fixed to a beam of the metal structure 20.
  • the upper end 78s of each side wall 78 is fixed to an end beam 26, and if appropriate at the intermediate beam 27, of the metal structure 20.
  • Each side wall 78 forms a welded structure comprising vertical uprights 82 and sleepers (not shown).
  • the sleepers are attached to the uprights and form railings preventing the fall of personnel.
  • the height of each side wall 78 is also determined to allow the movement of a person on the corridor without constraints.
  • Each longitudinal end of the segment 76 is adapted to be locked by a gate 84.
  • Each gate 84 is hinged relative to a post 82, to be open or closed when the segments 76 are joined, to allow the passage of a person.
  • the passageway thus allows a person to access the components of the building 16 which are arranged at the top S of the latter.
  • the corridor gives access to lighting systems 86 from inside the building and ventilation systems 88.
  • the lighting systems 86 comprise in particular a luminaire 90 and a butt 92 carrying the luminaire 90.
  • the buttock 92 is also hingedly mounted on an upright 82 of a side wall, in order to facilitate access to the luminaire 90.
  • the passageway also makes it possible to access pulleys 94 cooperating, for example, with tensioning cables of the sheets 30, with the cables 32 pressing on the covering panels 30 to adjust the tension thereof, or with the cables 42 cover sheets 40.
  • the crinoline ladder 96 extends from the ground to the corridor. It is arranged inside the building 16, the person going up or down the ladder 96 is thus protected from outside weather conditions.
  • the scale 96 has a variable curvature along the beams 26.
  • the various curvatures of the scale 96 are defined to reduce the size of the scale inside the building 16 and also to facilitate the movements and displacements of the staff inside the building 16.
  • the scale thus consists of several successive parts whose curvature of each is adapted to the slope of the scale.
  • the ladder 96 also includes side posts 112 and railings 114, to prevent the fall of the ascending or descending person of the ladder 96.
  • the length of the building 16 being relatively large, it will be understood that the building may have only one scale 96 as described above, which is mounted on a section 18, or several scales 96 which are distributed in the building 16, in several associated sections 18.
  • each section 18 has a ridge 116 which is located above the upper ends of the panels 30 of tarpaulin.
  • This ridge 116 makes it possible to cover the space between the ends facing the panels 30 of the tarpaulin, to complete the protection against the weather.
  • the ridge 116 is also located at a distance from the tarpaulins 30, allowing natural ventilation of the building 16, thus limiting condensation.
  • the protection of the interior of the building 16 against external climatic conditions is effected by sealing the two longitudinal ends of the building 16.
  • the building 16 comprises two end sections 18, each of which has a transverse closing wall 118, as can be seen in FIG. figure 8 .
  • the closure wall 118 further comprises access doors 120 allowing persons to enter the building interior, as well as gates 122 allowing the passage of large vehicles.
  • the gates 122 are slidably mounted transversely with respect to the closure wall 118.
  • Access to the interior of the building 16 may also be allowed via lateral doors 124 arranged on certain sections and distributed over the entire length of the building, as can be seen for example in the figure 5 .
  • the building 16 is prepared for the separation of the sections 18.
  • the covering sheet 40 covering the end beams 26 are disassembled, the electrical appliances such as the lighting 86 and the ventilation systems 88 are disconnected, the gates 84 of the corridor are closed and the ladder with crinoline 96 is doomed.
  • the locking means 60 are actuated to move the movable locking members 62 to their unlocked position, then the longitudinal rollers 52 and optionally the transverse rollers are coupled to propulsion units.
  • Each section 18 is then moved from one location to another according to the steps described above, by selectively coupling the longitudinal rollers 52 and the transverse rollers 58 by actuating the jacks 54 with the longitudinal rails 46 and with the transverse rails 56, respectively .
  • the cylinders 54 are actuated to move the longitudinal rollers 52 to their disengaged position and so that the section 18 rests on the longitudinal members 44 or the longitudinal rails 46.
  • the section 18 is secured. adjacent section 18 which has already been placed in position by actuating the locking means 60 to move the movable locking member 62 to its locking position.
  • the crinoline ladder 96 is put back into service, the gates 84 of the passageway are open, the cover sheet sections 40 which cover the end beams 26 are replaced, the electrical appliances such as the Lighting 86 and ventilation systems 88 are reconnected.
  • no section 18 of the building is moved by its lifting by means of external handling devices.

Claims (18)

  1. Mobiles Gebäude (16) zum Abdecken eines länglichen Geländes mit im Wesentlichen longitudinaler Orientierung, wobei das Gebäude (16) eine Mehrzahl von longitudinal verbundenen benachbarten Abschnitten (18) umfasst, wobei jeder Abschnitt (18) umfasst:
    - ein metallisches Dachgebälk (20), welches von wenigstens einer Dachplane (30) bedeckt ist;
    - Mittel zum Verankern (50) des Abschnitts (18) am Boden, welche die Verlagerung des Abschnitts (18) auf dem Boden unabhängig von den anderen Abschnitten (18) erlauben;
    wobei jedes longitudinale Ende des Dachgebälks (20) eines Abschnitts (18) einen sich in einer vertikalen transversalen Ebene erstreckenden Endbalken (26) umfasst, welcher in der Lage ist, mit einem gegenüberliegenden Endbalken (26) eines benachbarten Abschnitts (18) mittels Verriegelungsmitteln (60) verbunden zu werden;
    wobei die Verriegelungsmittel (60) die beiden Endbalken (26) von zwei benachbarten Abschnitten (18) in fester Weise und in dichter Weise miteinander verbinden und in der Lage sind, gelöst zu werden, um die Trennung der beiden Abschnitte (18) zu erlauben,
    dadurch gekennzeichnet, dass das Gebäude (16) Mittel zum Anweisen und Antreiben der Verriegelungsmittel (60) umfasst, welche beabstandet von den Verriegelungsmitteln (60) angeordnet sind, so dass die Verbindung der beiden benachbarten Abschnitte (18) miteinander ohne Eingriff durch Personal in der Höhe vorgenommen werden kann.
  2. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Verriegelungsmittel (60) ein von einem ersten der beiden Endbalken (26) getragenes mobiles Verriegelungselement (62) umfassen, welches in der Lage ist, selektiv mit einer von dem anderen der beiden Endbalken (26) getragenen zugeordneten Klammer (64) zusammenzuwirken, um die Befestigung der beiden Endbalken (26) miteinander auszuführen.
  3. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die beiden Endbalken (26) eine Mehrzahl von Verriegelungselementen (62) und Klammern (64) umfassen, welche entlang der beiden Endbalken (26) verteilt sind.
  4. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass es Mittel zum gleichzeitigen Betätigen aller der Verriegelungselemente (62) der beiden gegenüberliegenden Endbalken (26) umfasst.
  5. Gebäude (16) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Verriegelungsmittel (60) eine Abdeckungs-Dachplane (40) umfassen, welche longitudinal zwei benachbarte Endbalken (26) derart bedeckt, dass die lateralen Ränder (40a) der Abdeckungs-Dachplane (40) beiderseits der beiden Endbalken (26) angeordnet sind, um die Verbindung zwischen den beiden benachbarten Endbalken (26) abzudichten.
  6. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Abdeckungs-Dachplane (40) in der Lage ist, von den Mitteln zum Anweisen und Antreiben vom Boden bis zur Spitze des Abschnitts (18) entlang der beiden benachbarten Endbalken (26) aufgezogen zu werden.
  7. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Endbalken (26) der Abschnitte (18) in der vertikalen transversalen Ebene in Form eines Kreisbogens gebogen sind, welcher sich vom Boden bis zu der Spitze (S) des Abschnitts (18) erstreckt, und dass die Abdeckungs-Dachplane (40) entlang der Endbalken (26) der Krümmung der Endbalken (26) folgend aufgezogen ist.
  8. Gebäude (16) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass jede Dachplane (30) sich longitudinal zwischen einem Endbalken (26) und einem Zwischenbalken (27) oder zwischen zwei Endbalken (26) erstreckt, und dass jeder Endbalken (26) und jeder Zwischenbalken (27) des Abschnitts (18) eine Führungsschiene (34) umfasst, welche in der Lage ist, Rollen (38) aufzunehmen, welche am Rand des longitudinalen Endes (30a) der zugeordneten Dachplane (30) getragen sind.
  9. Gebäude (16) nach dem vorhergehenden Anspruch in Kombination mit einem der Ansprüche 5 bis 7, dadurch gekennzeichnet, dass die longitudinalen Endränder (40a) der Abdeckungs-Dachplane (40) longitudinal beiderseits der longitudinalen Endränder (30a) der Dachplanen (30) angeordnet sind, welche an den Endbalken (26) der Abschnitte (18) befestigt sind.
  10. Gebäude (16) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass jeder Abschnitt (18) Verbindungsmittel (50) des Abschnitts (18) mit dem Boden umfasst, welche in der Lage sind, selektiv mit longitudinalen Führungsschienen (46) des Abschnitts (18) beim Verlagern entlang einer longitudinalen Richtung zusammenzuwirken, oder mit Schienen (56) aus einer Mehrzahl von Schienen mit einer Orientierung, welche sich von der longitudinalen Richtung unterscheidet.
  11. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Verbindungsmittel (50) eine longitudinale Rolle (52) umfassen, welche in der Lage ist, mit den longitudinalen Schienen (46) zusammenzuwirken und zwischen einer Freigabeposition, in welcher die Verbindungsmittel (50) in der Lage sind, mit den longitudinalen Schienen (46) zusammenzuwirken, und einer Eingriffsposition bewegbar ist, in welcher die Verbindungsmittel (50) mit den Schienen (56) aus der Mehrzahl von Schienen zusammenwirken.
  12. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass wenn die longitudinale Rolle (52) in Freigabeposition ist, die Verbindungsmittel (50) mit den longitudinalen Schienen (46) zusammenwirken, wenn sich der Abschnitt (18) longitudinal auf dem Niveau der Schienen (56) aus der Mehrzahl von Schienen befindet, beziehungsweise der Abschnitt (18) auf Tragemitteln (44) der longitudinalen Schienen (46) positioniert ist, wenn sich der Abschnitt (18) nicht longitudinal auf dem Niveau der Schienen (56) aus der Mehrzahl von Schienen befindet.
  13. Gebäude (16) nach einem der Ansprüche 11 oder 12, dadurch gekennzeichnet, dass die Verbindungsmittel (50) in der Lage sind, die Anordnung des Abschnitts (18) anzuheben, wenn die longitudinale Rolle (52) aus ihrer Freigabeposition zu ihrer Eingriffsposition verlagert ist.
  14. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Verbindungsmittel (50) Verriegelungsmittel (60) des Abschnitts (18) an den longitudinalen Schienen (46) umfassen, wenn die longitudinale Rolle (52) in Freigabeposition ist.
  15. Gebäude (16) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass es einen inneren Laufgang umfasst, welcher auf dem Niveau seiner Spitze (S) angeordnet ist, und dass jeder Abschnitt (18) ein Segment (76) des Laufgangs umfasst.
  16. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass wenigstens ein Abschnitt (18) eine innere gebogene Leiter (96) umfasst, welche sich im Ganzen vom Boden bis zu dem zugeordneten Segment (76) des Abschnitts (18) erstreckt, welche in mehreren aufeinanderfolgenden Abschnitten (100, 102, 104, 106, 108, 110) von unterschiedlichen Krümmungen ausgeführt ist.
  17. Gebäude (16) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Leiter vom Boden in Richtung der Spitze des Abschnitts (18) umfasst:
    - einen Teil mit starker Neigung (100) in Form einer konventionellen Leiter, welcher vorzugsweise Mittel zur Vereitelung seines Zutritts umfasst;
    - einen Teil (102), welcher eine Maschinentreppe bildet;
    - einen Teil (104), welcher eine laufende Treppe bildet;
    - einen Teil (106), welcher eine starke Rampe bildet;
    - einen Teil (108), welcher eine normale Rampe bildet;
    - einen Teil (110), welcher eine schwache Rampe bildet.
  18. Gebäude (16) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Struktur (20) von jedem Abschnitt (18) aus einer Anordnung von externen Balken (24, 26, 27), welche sich jeweils in einer vertikalen transversalen Ebene erstrecken, und aus longitudinalen Trägern (28) besteht, welche die externen Balken (24, 26, 27) zwischen einander verbinden, und dass die Struktur (20) Spannkabel (32) umfasst.
EP13703617.4A 2012-02-14 2013-02-13 Wasserdichtes mobiles gebäude bestehend aus mehreren abschnitten Active EP2815036B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1251367A FR2986808B1 (fr) 2012-02-14 2012-02-14 Batiment etanche mobile constitue de plusieurs troncons
PCT/EP2013/052814 WO2013120868A1 (fr) 2012-02-14 2013-02-13 Batiment etanche mobile constitue de plusieurs tronçons

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EP2815036A1 EP2815036A1 (de) 2014-12-24
EP2815036B1 true EP2815036B1 (de) 2016-04-06

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CN111025418B (zh) * 2019-11-19 2022-04-29 山东大学 一种轨道交通隧道地质雷达移动智能检测设备及作业方法
KR102553970B1 (ko) * 2023-01-26 2023-07-10 권금화 모듈 타입 카라반

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US2789668A (en) 1952-12-03 1957-04-23 Joseph E Martin Portable storage shelters
US2833228A (en) * 1953-07-27 1958-05-06 Joseph E Martin Drain channel and trough for storage shelters
US2828757A (en) * 1956-07-17 1958-04-01 Tepee Trail Inc Collapsible passageway
KR100971003B1 (ko) * 2009-04-09 2010-07-20 (주)대우건설 매치 캐스팅용 거푸집 및 이를 이용한 조립식 프리캐스트 교각의 시공방법

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FR2986808B1 (fr) 2014-04-04
KR20140135186A (ko) 2014-11-25
EP2815036A1 (de) 2014-12-24
WO2013120868A1 (fr) 2013-08-22
FR2986808A1 (fr) 2013-08-16

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