EP1394339B1 - Immeuble de garage réalisé en éléments préfabriqués en béton - Google Patents

Immeuble de garage réalisé en éléments préfabriqués en béton Download PDF

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Publication number
EP1394339B1
EP1394339B1 EP03018434A EP03018434A EP1394339B1 EP 1394339 B1 EP1394339 B1 EP 1394339B1 EP 03018434 A EP03018434 A EP 03018434A EP 03018434 A EP03018434 A EP 03018434A EP 1394339 B1 EP1394339 B1 EP 1394339B1
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EP
European Patent Office
Prior art keywords
support
car park
park according
plates
story car
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EP03018434A
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German (de)
English (en)
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EP1394339A2 (fr
EP1394339A3 (fr
Inventor
Josef Ellebracht
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Bremer AG
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Bremer AG
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Publication of EP1394339A3 publication Critical patent/EP1394339A3/fr
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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/023—Separate connecting devices for prefabricated floor-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
    • E04H6/08—Garages for many vehicles
    • E04H6/10—Garages for many vehicles without mechanical means for shifting or lifting vehicles, e.g. with helically-arranged fixed ramps, with movable ramps

Definitions

  • the invention relates to a parking garage precast concrete with each stacked in individual floors or half-floor support plates, which are each end held in a vertical support structure and each end torsionally connected to this, a length corresponding to a 6 m carriageway and two parking spaces and a width corresponding to a parking space width exhibit.
  • the downwardly open support body have a considerable height, which together with the prescribed minimum clearance height result in a storey height of at least 3.60 m.
  • these approximately 16 m long support body are one piece with the center wall, which has 1/2 storey height, made in one piece and thus relatively bulky and heavy for transport.
  • US 3 708 933 A also describes a precast concrete garage.
  • the floor slabs are held by supporting and supporting structures extending in the two horizontal directions and supported by a torsion-resistant anchoring with respect to occurring lateral forces.
  • a support structure stand to the outside single columns, strip columns or single columns with supporting cross braces to choose from.
  • a center wall of transverse stacked wall elements with connection brackets and ventilation window openings are provided or also to use a series of columns or strip columns.
  • the support plates are arranged on the same floor, they are connected to a large disc by grouting and underpasses in crossings with cross beams, which are mounted on the central walls or columns.
  • the support plates are advantageously formed on the bottom side with non-load-bearing longitudinal areas, which are produced by lost displacement body or displacement body in the formwork as hollow areas.
  • a circumferential frame and in each case between two equidistant longitudinal ribs are formed, which are each formed by prestressing wires to prestressed concrete.
  • tension wires rods of a robust reinforcement are arranged in parallel, and together they are wrapped by a reinforcing cage, which continues in the plate continuously to the side.
  • the frame longitudinal ribs are advantageously formed at half the width of the other longitudinal ribs, so that by skimming the mold, 1/3 or 2/3 width plates can be made, e.g. are to be used for an edge compensation to ramp zones or pedestrian paths.
  • the extremely low construction height of the support plates of 40 cm with a plate length of 16 m is achieved by the prestressed concrete when using a quality class of C 45/55 according to DIN 1045-1 (new version).
  • the backing sheets Prior to screwing and grouting the joints with a plastic-coated mortar, the backing sheets are left to set and shrink until at least 80% of the shrinkage has been achieved. The further shrinkage and the thermal expansions take the quenched joints, without cracking occurs.
  • a plastic joint tape covering the joint and its edge areas prevents the ingress of trawling water, rainwater, etc.
  • a four-fold screw connection and the grooving mortar in the pockets secure the adjacent plates against a vertical offset when the load is moving.
  • the bias voltage through the voltage wires is chosen so that at half load, the center of the plate is still raised about 10 mm.
  • a gradient of 2% in the longitudinal direction of the support plates is sufficient to allow the water to flow even in light anti-slip profiling in an end-side collecting trough.
  • the vertical supports are of columnar design, are supported in a Körcherfundament and have molded bearing brackets, which carry between the vertical supports parapet supports on which further bearing brackets are formed.
  • the strip-wise support plates are torsionally connected at their corners in each case on the bearing brackets and supported on formed on the middle wall sections center wall brackets and torsionally connected to the center wall section with tie rods.
  • the support plates are torsionally screwed together and filled with a joint seal that extends into terminal recesses, and is sealed at the top with a plastic joint tape.
  • the gaps over the consoles are at least partially filled with a potting compound.
  • the novel garage is advantageously based on quiver foundations, which are used as prefabricated foundations.
  • DE 40 37 438 C2 are prefabricated and, for example, tailored to their size of the soil carrying capacity and the supporting load matched concrete slabs.
  • the vertical supports are added and embedded in concrete.
  • a foundation load of 3150 kN For a five-storey garage occurs a foundation load of 3150 kN; the quiver foundation has a foot size of 2.60 x 2.40 m 2 , and the concrete slab of 3.60 x 3.40 m 2 at 50 cm thickness.
  • the vertical columns in the example have a cross section of 50 x 50 cm 2 and are placed at a distance of 7.50 m on the opposite outer sides of the garage.
  • they Preferably, they contain a central downpipe into which all rain and towed water impinging on the adjacent parking areas is led off by a slight outer gradient of the support plates and by means of an edge collecting channel.
  • balustrade support is used per floor, the inner wall of which is flush with the support.
  • the approximately 25 cm thick and 165 cm high balustrade provide a lateral reinforcement of the supporting walls.
  • a finished concrete layer or a colored coating is applied at the factory.
  • each two supports three 2.50 m wide support plates are arranged and supported on bearing brackets, which are respectively formed on the supports and between them on the balustrade support.
  • bearing brackets In the parapet brackets, the corners of the support plates are each connected to a torsionally rigid connection by a 35 mm thick mandrel.
  • a narrow hard plastic bearing As a liner, a narrow hard plastic bearing is used.
  • the wall-side end face of the support plate is spaced about 30 mm from the parapet support and the support, and only in the area of the consoles is this gap potted due to the torsionally rigid connection with plastic-coated cement mortar. Thus, there are no gaps that could store corrosive trailing water.
  • the base slab concrete is watertight, because it is provided under factory conditions with a 5.5 cm thick concrete ceiling to the top.
  • the plates are slightly profiled and slip-resistant at the factory and installed with approx. 2% incline.
  • a parapet rain gutter is formed in the factory as well as water drainage holes, which are covered with a gully and connected at the bottom via the console in the central channel of the support.
  • Each 16 m long, 2.5 m wide and 40 cm thick support plate has two 5 m long parking spaces and a central passage.
  • the plate of only 40 cm thickness allows a storey height of only 2.75 m in large passage without obstacles.
  • the joints between the support plates are sealed with a joint seal made of a grout mixed with plastic polymer.
  • These seals have a downwardly trapezoidal widening cross-section, and in a lower support region of the seal remains an optical assembly Sollfuge about 15 mm wide.
  • the trapezoidal seal is covered flush with the road surface with a 20 cm wide and 3 mm thick joint tape.
  • the support plates are supported on a support wall of stacked middle wall sections on these molded consoles and connected horizontally with access core for torsional compensation.
  • lost Vergußbegrenzung serves a hose which is clamped under the Verguß Scheme in the gap.
  • the center wall receives the force acting on the support disc in the middle wall direction horizontal force components.
  • the middle wall sections rest on a strip foundation and are aligned with pins aligned with each other and connected with Hartverguß.
  • the wall thickness is approximately 28 cm for a five-storey garage. Every 2.50 m is a window opening of 1.50 m wide and 30 cm in height of a half-floor each formed under a support plate, so that a natural ventilation is given and fans omitted.
  • the critical areas for the clearance height are the ramps, which span a half floor height over a floor plan length of approx. 10.30 m in length.
  • the 10.30 m long and 2.50 m wide ramp plates are about 35 cm thick. Their ends are mounted in cross beams which extend between lateral supports or support walls about 5 m, and whose support profile extends between a horizontal plate and a ramp plate and under these two console-like. Since a vehicle with one axle is higher at the lower end of the ramp than with the other, the critical clearance height results there up to the next higher one Crossmember. In the example shown, it is 2.11 m in that the 57.5 cm high cross member is chamfered at its lower edge by 4.5 cm.
  • the horizontal plate is fixed in position with a vertical mandrel in the support bracket on a Hartbuchstoffauflager held with a partial encapsulation on a gap distance to the cross member.
  • An even lower floor height of 2.50 m can be produced with an external connection of a 180 ° or 360 ° spindle ramp if internal ramps are not required.
  • the inclined profiled ramp plate is mounted on top of a 35 mm diameter and bottom on a 50 mm diameter stainless steel roller, each resting on a metal strip, which is anchored on the console or plate side and the console side is selectively welded to the role.
  • the top of the cross member and the two joints to the plates are covered with a plastic seal; below the gap is filled with a grout.
  • a gutter with a drainage pipe connection is arranged in the sealing area.
  • Both sides of the ramp and possibly center of a double ramp each support walls are arranged, which is similar to the middle wall of superimposed sections and is provided with viewing windows and the or the cross member is supported.
  • the ramp plate is slightly spaced from the adjacent support walls, and the possibly subsequent floor support plate is secured with horizontal tie rods on the support wall and connected to a Kunststoffmörtelverguß along its entire length. Laterally recessed grooves in the plates prevent ingress of water into the seal or lateral runoff from the ramp.
  • the tie rods can engage in the side wall surfaces or be connected in each case between two mutually juxtaposed side wall sections with a wall shoe.
  • the ramp side walls capture the horizontal shear forces acting in the ramp direction.
  • the front sides of the garage as far as there is no ramp, closed with parapet plates, with viewing windows and / or door openings remain free.
  • it can be Set up a staircase on the outside of the garage, which is prefabricated in sections in a metal pipe or concrete construction.
  • a further embodiment has no parapet supports, but in each joint area a vertical support with double consoles, on which the corners of each of the two support plates, between which the joints extend, rest.
  • Another embodiment of the supporting outer structure consists in vertical plate supports, which are arranged approximately 2.50 m wide each front side of each second horizontal support plate and supported on both sides with double consoles the corners of the two centering to this adjacent support plate support plates.
  • center construction is formed instead of horizontal wall elements with vertical strip supports or with individual supports per longitudinal joint of the horizontal support plates.
  • the vertical supports are placed in the middle, preferably at a distance of 5 m and 65 cm high beams are arranged between them, so that a clearance height of at least 2.05 m is guaranteed.
  • Fig. 1 shows a plan of a garage with half-storey offset floors.
  • the two long sides are provided in each 7.5 m distance with vertical supports 3, between which extend parapet supports 10 horizontally.
  • Centrally between the longitudinal sides of a middle wall 21 is constructed of superimposed sections.
  • the support plates 5 are provided in the longitudinal direction with each other with a screw and joint seal, which is covered with joint tape.
  • each up and down ramps 22 are arranged, each consisting of 2.50 m wide ramp plates and the end resting on cross members 19 which are held in side support walls 30, which consist of successive support wall sections.
  • the center wall 21 and the side walls 30 give the building a stiffening against horizontal force.
  • the front side walls 35 give a stiffening in their course direction.
  • the end walls 35 may have door openings behind which outside a staircase 38 is set up and connected.
  • the 5 m wide double ramps 22 each have the ground plan ramp length RL of 10.30 m and a gradient of 14.5%, since the half height of the level they overcome each is 1.50 m.
  • the finished foundations 2 of the support 3 are shown in Fig. 2. They are placed on a concrete slab 1 and enclose with an internally profiled quiver the foot of the support 3, which is profiled according to the outside, that a mortar filling the gap between them establishes a firm pressure-transmitting connection.
  • the column cross-section is 50 cm x 50 cm.
  • FIG. 3 shows a plan view of a parapet carrier 10, which is mounted on lateral consoles and fixed to the supports 30 in each case between two supports 3.
  • the parapet carrier 10 has to the support plates 5 through two double consoles 12, as well as the support 3 directed there has a console 12A.
  • the three 2.50 m wide support plates 5 are supported on the brackets 12, 12A.
  • collecting channels 6 are formed in the support plates, which each lead in drain holes 9 with a gully 17, which are connected to a centrally in the support 3 recessed downpipe 4.
  • the console connections are torsionally rigid with vertical stainless steel spikes 13.
  • Fig. 5 shows a longitudinal joint between two support plates 5, which is provided at a good 3/4 of its height with a trapezoidal in cross-section narrower prefabricated joint filling 18, below including an approximately 1.5 cm wide free Sollfuge 19 remains.
  • the joint filling and both sides of the same flat recesses in the support plates are glued over with a plastic joint strip 20 flush with the support plate surface.
  • Fig. 6 shows in cross section the two offset ground floors and their ceilings in the middle wall area.
  • the stacked middle wall sections 21A, 21 are supported on a strip foundation 26.
  • the concreted soles of the ground floor storeys extend.
  • From the middle wall sections 21A, 21 extend laterally middle wall brackets 22, on which the support plates 5 each rest at their corners on a hard plastic bearing 14.
  • tie rods 23 are inserted through the center wall 21 in the support plate 5, which provide a Torsionsausrete.
  • a Vergusskern 24 is introduced between the center wall 21 and the support plate 5 and in their recesses in each case a Vergusskern 24 is introduced.
  • a hose seal 25 serves the lower boundary of the core during casting.
  • the middle wall portions 21, 21A are centered on each other by means of pins 27 and grouted with Hartverguß. In a grid of 2.50 m each 1.50 m wide and 60 cm high viewing openings 28 are recessed in the middle wall sections 21, 21A, whereby a transverse ventilation is ensured.
  • Fig. 7 shows a cross-section of an upper-end cross member 19 of a ramp 82, on the other hand carries a support plate.
  • the cross member 89 has a core of 40 cm width and a cross member height QH of 57.5 cm.
  • brackets 80 which are tapered by Konsolenabschrägungen 81 with about 15 °.
  • the support plate 5 is connected to a spigot and sealed with a potting.
  • the ramp plate 82 has a ramp thickness RD of 35 cm and is laid with a gradient of 14.5%.
  • metal strips 85A, 85B are mounted on the bracket 80 and under the ramp plate 82, and a 35 mm thick stainless steel roller 83 is fixed on one of the strips.
  • the trapezoidal column to the cross member 79 is sealed at the bottom with a hose and filled with grout 87.
  • the entire cross member 79, the Verguß Schemee next to him and subsequent wells are covered with a plastic seal 86.
  • Fig. 8 shows the lower counterpart of the ramp support and the passage below it.
  • the lower ramp support has a stainless steel roller 84 of 50 mm diameter. A casting of the gap is not provided. Also there are the cross member 79, the column or their potting and recessed edge areas covered with a plastic seal 86.
  • the minimum passage height DH between the lower ramp surface and the console slope 81 of the crossmember 79 located above is 2.11 m.
  • Fig. 9 shows a plan view of a ramp, which is arranged on the front side of the parking garage. It has a width of 5 m, which corresponds to two parking space widths SB or support plate widths and has a ramp length RL in the plan, which corresponds to two pitch lengths of 5 m plus the center wall thickness of about 30 cm.
  • the cross members 79 are held in side support walls 30. One of them is connected to the middle wall 21, as shown in FIGS. 11 and 12 ie, and the other is anchored to a vertical support 3 arranged in the end wall region.
  • the side support wall 30 consists of stacked sections. These have viewing window 31 of 50 - 60 cm in diameter.
  • the two 2.50 m wide ramp plates 82 are just like the support plates 5 gem.
  • Fig. 5 provided with a joint seal.
  • longitudinal grooves 89 and transverse grooves 88 are formed laterally and around the ramp, which are each connected to a spillway. Between the ramp plates 82 and the side walls 30 narrow balance gaps are left.
  • parapet plates 36 are inserted between vertical supports 3 adjacent to an external staircase 38 accessible through door openings 37.
  • Fig. 10 shows the side support wall 30, which consists of mutually pegged and mortared sections and to which the adjacent support plate 5 is connected to tie rods 32, wherein a Mortelverguß 33 of the gap transmits over its entire length transverse forces.
  • Fig. 11 shows a center wall connection to the half-floor offset side support walls 30 of the ramp with interlocking U-shaped tie bars 43A-43C in the three abutting wall ends enclosed in the cast concrete.
  • Fig. 12 shows an alternative wall connection with a so-called Pfeifer wall shoe 34th
  • Fig. 13 shows a vertical section of a stairwell connection. From outer support tubes 39, transverse tubes 40 extend into the parapet plates 36. The step tubes 42 are mounted on the transverse tubes 40. Towards the free side, a railing 41 is attached to the step body with a stainless steel handrail.
  • Fig. 14 shows in perspective a partially equipped facade with parapet support 10, a quiver foundation 2 and a vertical support 3 and support plates 5.
  • parapets 55 are arranged, on which the parapet supports 10 rest with matching recesses.
  • parapet switches 56 are on formed the support 3, which protrude into suitable receiving ends of the parapet carrier 10 and are glued to the vertical surface, but are claimed below, as well as Fig. 15 shows in cross section.
  • the support plates 5 rest on the bearing bracket 12A with their supporting corner portions 64A formed on the frame 60 circumferentially formed on the lower side of the plate 5.
  • a casting rod 18 is recessed in the upper side region, which is connected to a series of mortar filling pockets 18A. Between the 5th and 6th pockets 18A, there is seen a cross-threaded passage 51 penetrating the frame rib 61.
  • the Vergußfugen 18 between the laid support plates 5 are still open, since the plastic-coated grout is introduced only after a substantial Abbindeschrumpfung.
  • Fig. 15 shows the stop of the support plate 5 in detail.
  • the cut is made adjacent to the frame longitudinal rib 61 where there is a non-load-bearing recess which is fitted with a displacer 65 but may also be free formed so as to be available for installation.
  • the frame 60 merges into the frame cross member 62 at the front end, to which the displacement body 65 extend with a flat tapering out.
  • the frame cross member 62 at the top of the trough 6, and in the Auflagereck Schemeen 64 B the inclusion of the mandrel 13 for attachment to the console 12 A is introduced.
  • the parapet 10 is beveled as well as the parapet holder 56 to rainwater drain.
  • the support plate 5 is filled on pillar 3 through the console 12A with plastic mortar for pressure transmission and otherwise ventilated.
  • Fig. 16 shows a perspective section of a facade with strip supports, the front side of each second support plate 5 a floor are placed.
  • the strip support 3A is each slightly wider than the support plate 5, so that they each engage under the two bearing areas 64A, 64B of the adjacent support plates 5 with the per-level on both sides arranged double brackets 12A.
  • the collecting channel runs 6. The joints 18 between the support plates 5 are not yet grouted.
  • Fig. 17 shows a facade perspective of another embodiment in which per support plate joint 18 each have a vertical support 3 is placed in a quiver foundation 2, each with the floor 12A with a bracket 12A, the two Lagereck Societye 64A, 64B of the joint 18 forming plate 5 receives. A later to be mounted guardrail is not shown.
  • Fig. 18 shows in perspective from below a support plate 5, on the circumferentially the frame 60 with the frame longitudinal ribs 61, 61 A and the frame cross members 62 is formed.
  • the side surface is provided with the joint 18 and the mortar pockets 18A.
  • Parallel to the frame longitudinal ribs are equally spaced two further longitudinal ribs 63, 63 A, which have approximately the double cross-section like this.
  • the spaces between the ribs 61, 61A; 63, 63A are shown here freely, but they can also be equipped with lost displacement bodies 65, 65A, 65B.
  • the connections for the bearing mandrel are shown.
  • the frame longitudinal ribs 61, 61A each have four transverse passages 61 for the screw connection.
  • Fig. 19 shows a cross section of a support plate 5, which is occupied with displacement bodies 65, 65 A, 65 B and thus has a completely smooth bottom.
  • the displacement body have a Ausformschräge, so that they can also be removed from the mold.
  • the frame longitudinal ribs 61 have a frame width RB of about 15 cm, and the longitudinal ribs 63, 63A about two frame widths RB. This makes it possible to produce 1/3 and 2/3 wide support plates by simply stacking in the mold.
  • Fig. 20 shows a cross section of a longitudinal rib 63.
  • the plate reinforcement 69 of the support plate is guided from the down to a roadway thickness FD by the displacer in height reduced roadway area basket-like in the longitudinal rib.
  • the reinforcement cage guided tension wires 67 and a robustness reinforcement 68 are arranged in the lower region in pipe sections.
  • the roadway thickness FD is about 12 cm, so it is much smaller than the plate thickness D of 40 cm.
  • the ratio of the concrete cross section to the recess cross section is about 1.4.
  • Fig. 21 shows the cross section of mortared and bolted frame longitudinal ribs 63, 63A.
  • the plate reinforcement 69 is in the manner of a basket in the frame ribs 63, 63A converted. In the baskets lie below the tension wires 67 and above a robust reinforcement 18.
  • the nuts are underlaid with wedge plate 52, which compensate the Ausformschräge 66 respectively.
  • the joint 18 and the mortar filling pocket 18A are filled with the plastic mortar 18B.
  • the mortar 18B and the adjacent flat recessed areas of the support plate cover are covered with a joint tape 20.

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Claims (30)

  1. Parking à étages multiples construit avec des pièces préfabriquées en béton, avec des étages ou demi-étages formés par des plaques de support (5) autoporteuses jointives, ces dernières étant maintenues aux extrémités par une construction de support verticale (3, 3A, 21, 21A, 30) et liées à celle-ci de manière rigide à la torsion, leur longueur étant correspondante à une voie carrossable de 6m (8) et deux emplacements de stationnement et leur largeur étant égale à la largeur d'un emplacement de stationnement, caractérisé en ce que des régions non-porteuses longitudinales sont formées par des corps déplaceurs (65, 65A, 65B) dans le dessous de la plaque de support (5) essentiellement parallélépipède, entre des nervures longitudinales et des nervures de cadre longitudinales marginales (63, 63A ; 61, 61A) consistantes en béton précontraint, et que les nervures de cadre longitudinales (61, 61A) possèdent des régions d'appui (64A - 64D) et des passages transversaux (51) et, aux côtés longitudinaux à peu près verticaux sont évidés un joint (18) et plusieurs poches à mortier (18A), le joint et les poches (18, 18A) étant remplis de mortier amélioré avec plastique (18B) et reliés par des boulonnages transversaux (50) afin de réunir toutes les plaques de support (5) d'un étage ou demi-étage en un plateau de support, qui est attaché aux extrémités à la construction de support verticale (21, 21A ; 3, 3A) et, dans la deuxième direction horizontale, aux murs de support latéraux (30) de manière rigide à la torsion.
  2. Parking à multiples étages selon la revendication 1, caractérisé en ce que la plaque de support (5) a une largeur standard de 2,50m et une hauteur d'environ 40cm, que deux nervures longitudinales (63, 63A) s'étendent dans des intervalles égales entre les nervures de cadre longitudinales (61, 61A), et les régions non-porteuses ont une section transversale d'environ 52 x 28cm, et les nervures longitudinales (63, 63A) ont deux fois la largeur des nervures de cadre longitudinales (61, 61A).
  3. Parking à multiples étages selon la revendication 2, caractérisé en ce que quelques plaques de support (5) ont 1/3 ou 2/3 de la largeur standard, et à part ça ont les mesures standard.
  4. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que dans les régions non-porteuses de la plaque de support (5) sont situées soit des corps de déplacement (65, 65A, 65B) perdus laissant plan le dessous, soit, si les corps de déplacement sont voligés, les espaces résultants sont utilisés pour les installations, l'éclairage, les gicleurs d'incendie etc et/ou, dans un parking fermé, pour la canalisation d'air, des ventilateurs etc.
  5. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que les régions non-porteuses entre les nervures longitudinales (63, 63A) et les nervures de cadre longitudinales (61, 61A) présentent chacune des biseaux et, aux extrémités, prennent une allure d'environ 80cm vers les surfaces des poutres transversales (62) au-dessous des plaques.
  6. Parking à multiples étages selon la revendication 5, caractérisé en ce qu'au moins quatre boulonnages transversaux (50) sont arrangés sur la longueur du joint (18) entre deux plaques de support (5) voisines, qui consistent en des boulons filetés M24 à M30 et qui s'appuient sur des plaques de coin (52) qui compensent le biseau (66).
  7. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que la plaque de support (5) contient une armature (69), qui a la forme d'un cage et est intégrée dans les nervures longitudinales (63, 63A) et une nervure de cadre longitudinale (61, 61A) et qui entoure des fils de précontrainte et une armature de robustesse (68) tous en orientation longitudinale.
  8. Parking à multiples étages selon la revendication 7, caractérisé en ce que les fils de précontrainte (67) de la plaque de support (5) sont tendus ; alors celle-ci, autoportante et sous demi-charge, se voûte d'environ 10mm au milieu.
  9. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que les plaques de support (5) consistent en béton pour des éléments préfabriqués de la qualité C45/55 selon la nouvelle norme DIN 1045-1 et que le boulonnage (50) ne s'effectue qu'après 80% de retrait au durcissement.
  10. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que le mortier (18B) dans les joints (18) entre les plaques de support (5) est couvert d'une bande couvre-joint (20), chevauchante de manière étanche la surface des plaques.
  11. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que les plaques de support (5) sont inclinées vers l'extérieur d'environ 2% et présentent sur le dessus un profilage léger et un conduit collecteur (6), incorporé près de l'extrémité extérieure, qui mène via un alésage d'écoulement (9) dans un tuyau de descente (4).
  12. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce qu'il présente plusieurs étages de stationnement décalés, les plaques de support (5) desdits étages s'étendent en forme de bandes à partir du mur central (21A, 21) qui est formé par des segments positionnés l'un sur l'autre, jusqu'à des supports verticaux (3) qui sont arrangés dans une trame parallèle au mur central (21A, 21), et que des murs de support latéraux (30) sont arrangés transversaux au mur central (21A, 21) et, le cas échéant, sont adjacents aux plaques de rampe (82) qui relient de manière carrossable les plaques de support (5) décalés en demi-étages, que les supports verticaux (3) ont la forme de colonnes, et sont supportés par une fondation de manchon (2), et présentent des consoles d'appui (12) intégrées, que des poutres de parapet (10) se trouvent entre les supports verticaux (3) qui forment des consoles d'appui (12A) additionnelles, et que les régions d'appui (64A - 64D) des plaques de support (5) sont attachés aux consoles d'appui (12, 12A) respectives de manière rigide à la torsion, sont maintenues sur les consoles de mur central (22) formées aux segments de mur central (21A, 21), et sont reliées par des tirants d'ancrage (23) au segment de mur central (21A, 21), et que les joints au-dessus des consoles (12, 12A, 22) sont remplis, au moins partiellement, d'un compound amélioré avec plastique(16, 24).
  13. Parking à multiples étages selon la revendication 12, caractérisé en ce que l'intervalle des supports verticaux (3) est égale à trois fois la largeur des plaques de support.
  14. Parking à multiples étages selon la revendication 11, caractérisé en ce que le tuyau de descente (4) est réalisé au milieu de chaque support (3) et l'alésage d'écoulement (9) mène à travers une console (12) dans le tuyau de descente (4).
  15. Parking à multiples étages selon la revendication 12, caractérisé en ce que la poutre de parapet (10) présente du béton exposé (11) à l'extérieur ou est teint et que ses consoles (12A) sont attachées aux plaques de support (5) à l'aide des tourillons (13) verticaux.
  16. Parking à multiples étages selon la revendication 12, caractérisé en ce que les segments du mur central (21A, 21) restent sur une semelle filante et sont relies l'un à l'autre à l'aide des tenons de centrage (27) et du mortier dur.
  17. Parking à multiples étages selon la revendication 16, caractérisé en ce que les segments du mur central (21A, 21) présentent des ajours (28) entre les consoles (22).
  18. Parking à multiples étages selon la revendication 12, caractérisé en ce que le mur de support latéral (30) est tirefonné au mur de support central (21, 21A) par des tirants en forme de U (43A - 43C) chevauchants ou par un sabot/coussinet au plat de mur (34), ou, respectivement, à un support vertical (3) positionné au front de la garage.
  19. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que les murs de support latéraux (30) supportent des poutres transversales (79), positionnées respectivement à chacune des extrémités supérieures et inférieures des plaques de rampe (82), lesquelles disposent des consoles de poutre transversale (80) sur lesquels s'appuient, d'un côté, les plaques de rampe (82) et, de l'autre côté, la plaque de support (5) adjacente.
  20. Parking à multiples étages selon la revendication 19, caractérisé en ce que les régions d'appui de la console de poutre transversale (80) et de la plaque de rampe (82) sont renforcées par des lames de métal (85A, 85B), et une poulie en métal (83, 84), unilatéralement fixée, est positionnée entre lesdites régions.
  21. Parking à multiples étages selon la revendication 20, caractérisé en ce que la poulie supérieure (83) a un diamètre de 35mm et la poulie inférieure (84) a un diamètre de 50mm.
  22. Parking à multiples étages selon l'une des revendications 19 à 21, caractérisé en ce que chacune des deux plaques de rampe (82) formant une voie carrossable de deux fois la largeur d'un emplacement de stationnement (SB) et que leur projection horizontale couvre deux fois la longueur d'un emplacement de stationnement (SL) et l'épaisseur du mur central, que les deux plaques de rampe (82) sont reliées par scellement et leur aboutement au coussinet est scellé et est couvert d'un étoupage en matière plastique (86), aux cotés de celles-ci, chevauchant de façon étanche la surface des voies carrossables voisines.
  23. Parking à multiples étages selon l'une des revendications 19 à 22, caractérisé en ce que les plaques de support (5), dans leur région marginale, autour des rampes (82), et les plaques de rampe (82) elles-mêmes aux côtés latéraux, présentent des canettes transversales et longitudinales (88, 89), qui sont reliées à un tuyau de descente, et que la plaque de support (5) est attachée par sa région latérale au mur de support latéral (30) au moyen de tirants (32), elle est supportée et rendue étanche par un compound de mortier et de matière plastique (33) d'un seul tenant.
  24. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que les étages ont une hauteur de 2,75m et la hauteur de passage (DH) minimale sous une poutre transversale (79) est 2,11m:
  25. Parking à multiples étages selon la revendication 24, caractérisé en ce que les consoles de poutres transversales (80) présentent un biseau de console (81) de environ 15° à leur dessous.
  26. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que des plaques de parapet (36) sont arrangées sur son front entre des supports verticaux (3), laissant libre un jour de porte (37), et qu'une cage d'escalier extérieure (38) est y attachée.
  27. Parking à multiples étages selon la revendication 26, caractérisé en ce que la cage d'escalier (38) présente des supports tubulaires (39) et des tubes transversaux reliant lesdits supports au mur de front (35), sur lesquelles sont situées des marches d'escalier (42), qui supportent à leurs extrémités un garde-corps avec une main-courante en acier surfin (41).
  28. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce qu'il est relié, à chaque étage, à au moins un escalier en colimaçon de 180° ou 360°.
  29. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce que au moins une des constructions de support verticales de chaque plaque de support (5) est un support vertical (3) qui supporte les régions d'appui (64A, 64B) des plaques de support (5) voisines sur une double console d'appui (12) dans une liaison rigide à la torsion.
  30. Parking à multiples étages selon l'une des revendications précédentes, caractérisé en ce qu'au moins une construction de support verticale (3A), aux fronts des plaques de support (5) alternants, est un support en forme de bande (3A), qui dispose de deux consoles doubles par étage, sur lesquelles les respectives régions d'appui (64A - 64D) plaques de support (5) voisines s'appuient et sont engagées en une liaison rigide à la torsion.
EP03018434A 2002-08-29 2003-08-14 Immeuble de garage réalisé en éléments préfabriqués en béton Expired - Lifetime EP1394339B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10239624A DE10239624B3 (de) 2002-08-29 2002-08-29 Betonfertigteil-Parkhaus
DE10239624 2002-08-29

Publications (3)

Publication Number Publication Date
EP1394339A2 EP1394339A2 (fr) 2004-03-03
EP1394339A3 EP1394339A3 (fr) 2004-11-24
EP1394339B1 true EP1394339B1 (fr) 2006-05-03

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EP03018434A Expired - Lifetime EP1394339B1 (fr) 2002-08-29 2003-08-14 Immeuble de garage réalisé en éléments préfabriqués en béton

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EP (1) EP1394339B1 (fr)
AT (1) ATE325243T1 (fr)
DE (2) DE10239624B3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2290165A1 (fr) 2009-08-31 2011-03-02 Bremer AG Assise pour un étage de bâtiment et son procédé de fabrication

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1992767A1 (fr) * 2007-05-15 2008-11-19 Bremer AG Parc de stationnement préfabriqué en béton
DE102017117623A1 (de) * 2017-08-03 2019-02-07 Goldbeck Gmbh Betonfertigdeckenteil für ein Parkhaus und Verfahren zur Herstellung
JP7542522B2 (ja) 2018-08-07 2024-08-30 ジョン、クレメント、プレストン 多層階構造物の構築方法、ファサード及び建物
US11466470B1 (en) * 2021-04-27 2022-10-11 TQC Precast LLC Multi-level parking garage for wrap style building

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1970733U (de) * 1967-01-24 1967-10-19 Josef Franz Milz Vorgefertigter rahmen fuer parkbauten.
US3708933A (en) * 1971-07-16 1973-01-09 Y Yang Demountable garage building
DE4037438C2 (de) * 1990-11-24 1996-01-18 Bremer Gmbh Transportables Stahlbetonfundament für eine Stütze
DE19641744C1 (de) * 1996-10-10 1998-01-22 Bremer Gmbh Betonfertigteil-Tragwerk für ein Parkhaus
DE19650105A1 (de) * 1996-12-03 1998-06-04 Planungsbuero J Dobler Gmbh & Tragkonstruktion

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2290165A1 (fr) 2009-08-31 2011-03-02 Bremer AG Assise pour un étage de bâtiment et son procédé de fabrication

Also Published As

Publication number Publication date
DE10239624B3 (de) 2004-04-01
EP1394339A2 (fr) 2004-03-03
DE50303163D1 (de) 2006-06-08
ATE325243T1 (de) 2006-06-15
EP1394339A3 (fr) 2004-11-24

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