WO1994011596A1 - Procede et dispositifs de modification de l'ecartement vertical entre la charpente de comble et le plus haut plafond d'un batiment - Google Patents

Procede et dispositifs de modification de l'ecartement vertical entre la charpente de comble et le plus haut plafond d'un batiment Download PDF

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Publication number
WO1994011596A1
WO1994011596A1 PCT/EP1993/003179 EP9303179W WO9411596A1 WO 1994011596 A1 WO1994011596 A1 WO 1994011596A1 EP 9303179 W EP9303179 W EP 9303179W WO 9411596 A1 WO9411596 A1 WO 9411596A1
Authority
WO
WIPO (PCT)
Prior art keywords
lifting
auxiliary
roof
roof truss
roof structure
Prior art date
Application number
PCT/EP1993/003179
Other languages
German (de)
English (en)
Other versions
WO1994011596B1 (fr
Inventor
Leonhard Hopf
Original Assignee
Klaus Bau Gmbh
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 DE4321415A external-priority patent/DE4321415C2/de
Priority claimed from DE4321401A external-priority patent/DE4321401C2/de
Application filed by Klaus Bau Gmbh filed Critical Klaus Bau Gmbh
Priority to AU56240/94A priority Critical patent/AU5624094A/en
Priority to PL93308993A priority patent/PL308993A1/xx
Priority to EP94901792A priority patent/EP0668953B1/fr
Priority to DE59301821T priority patent/DE59301821D1/de
Publication of WO1994011596A1 publication Critical patent/WO1994011596A1/fr
Publication of WO1994011596B1 publication Critical patent/WO1994011596B1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0266—Enlarging
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
    • E04G23/065—Lifting of buildings

Definitions

  • the invention relates to a method for changing the height distance of a roof structure from the top floor of a building and devices suitable therefor.
  • the procedural solution to this problem is that the roof structure is guided in the lifting direction during the lifting process and remains in engagement with the guides beyond the lifting process, which are blocked after the lifting process has ended and form supports for the raised roof structure.
  • the guides form supports for the raised roof structure, the lifting units can be removed and used for another purpose.
  • the guides preferably remain in the blocked state as static elements in the construction, as a result of which the outlay for removing them is avoided.
  • the guide units for the roof structure each have two parts that can be moved against each other, of which the first part is a vertical column that can be attached to the building and the second part is a guide element that can be attached to the roof structure, with means for fixing the column relative to the roof structure after the Lifting process, for example by connecting the column with its guide element, are provided. This enables a particularly stable guidance in
  • each guide assembly can interlock telescopically.
  • such telescopes are comparatively valuable facilities that require high investments. It is therefore expensive if the telescopes are left as lost devices in the building to increase the static safety.
  • Another disadvantage is the fact that the stability of telescopic telescopes decreases with increasing extension length. Therefore, according to a further proposal of the invention, it is provided that the guide units each have a vertical column that can be attached to the building and a guide bracket that can be fixed on the roof frame and that surrounds the column. After the height change has been made the columns are blocked relative to the roof structure, preferably by connecting them to their guide bracket, so that they form rigid support members.
  • Such guide units are simple and inexpensive parts that can remain in the building as lost components.
  • auxiliary greases As mentioned at the beginning, it is advisable to pull auxiliary greases into the roof structure before lifting them, which the lifting units will engage. It is preferable to install a medium auxiliary grease below the ridge and auxiliary grease that is symmetrical to the ridge.
  • the medium auxiliary purlin prevents the roof truss from bending. After the roof has been raised, the medium auxiliary grease, which is outside the area required for the loft extension, can remain in the roof structure, thus strengthening it permanently.
  • the side auxiliary greases can be removed.
  • the lifting units are provided with support heads, each have a channel open upwards and in the longitudinal direction of the auxiliary purlins for receiving the auxiliary purlins.
  • the side auxiliary purlins are expediently articulated releasably to the rafters in order to enable vertical alignment regardless of the roof pitch.
  • the lateral auxiliary purlins are provided with articulated bearings, each of which has an upper part which can be detachably attached to a rafters and a lower part which is pivotably connected to it and which is provided with a channel which is open at the bottom and which is open to accommodate an associated lateral auxiliary purlin of the associated support head is aligned.
  • the spherical bearing obex parts are first mounted and aligned on the relevant rafters.
  • the pendulum-suspended lower parts automatically adjust themselves vertically, regardless of the existing roof pitch, so that the auxiliary greases picked up on the lifting units can be easily inserted into the channels of the lower parts.
  • the lifting units can optionally be provided with a directly attachable support head or with an extension that supports the support head and can be connected to the piston rod. These measures result in a modular construction of the lifting units and enable the use of the same hydraulic cylinders regardless of the required working height.
  • the auxiliary purlins can each consist of several, preferably two, individual carriers arranged next to one another, preferably with a double-T cross-section.
  • the individual girders can be composed of shorter girder sections, it being possible for the abutting points of the two girders to be arranged offset with respect to one another.
  • FIG. 1 is a schematic representation of an upper part of the building in section with roof truss lifting and guiding devices positioned in accordance with a first exemplary embodiment, the roof truss being shown in the left half in the non-raised state and in the right half in the raised state,
  • FIG. 2 shows a representation similar to FIG. 1 of a roof truss with auxiliary purlins running in the longitudinal direction in the non-raised state and with roof truss lifting and guiding devices according to a second exemplary embodiment
  • FIG. 3 shows the roof truss of FIG. 2 in the raised state
  • Fig. 4 is a partial view of a mountable on the building
  • FIG. 5 is a top view of the guide element of FIG. 4,
  • FIG. 6 is a view of the guide element from FIG. 4 assigned guide bracket to be attached to the roof structure.
  • Fig. 7 is a view of one with a medium auxiliary grease
  • Fig. S a view of a side greases articulated on the roof structure according to FIG. 2 and a lifting unit interacting with them on a larger scale
  • FIG. 9 shows a section along line 9-9 in FIG. 8.
  • the roof truss 1 shown in FIG. 1 initially rests, as shown on the left half of FIG. 1, on a floor extension 3 which does not protrude from the top floor 2 of an assigned building, or only slightly above it , as indicated on the right half of Fig. 1 by a knee stick 4 shown with broken lines.
  • the existing roof truss 1 is removed from the floor approach 3 and raised by a corresponding amount.
  • a lift device described in more detail below is used, which is first brought into position. Then the anchoring of the roof truss 1 to the building, for example in the form of the roof truss 1 with the floor approach 3 connecting Screwed, loosened. Likewise, all permanently installed connections such as chimney surrounds, gutters, downpipes, electrical lines and the like are dismantled or extended. The roof truss 1 is then raised or lowered overall in the assembled state and in the roof covering left in place, that is to say as one part. In the example shown, the roof structure 1 is first raised and then held in the raised position so that the knee stick 4 can be pulled up.
  • the roof structure 1 can be anchored on the knee stick 4. If a roof truss is lowered, it is first raised from the existing knee stick so that it can be removed to the desired residual size. As soon as this has been done, the roof structure is lowered onto it and anchored to it. To during the lifting or lowering process or in the raised
  • the roof structure 1 is guided in the vertical lifting direction and is left in engagement with the guide at least until it is received on the raised or worn knee block 4.
  • cylinder-piston units 6 which can be set up independently on the top floor ceiling 2, are provided, the extendable piston rods 7 of which can be brought into engagement with the roof structure 1.
  • the number of lifting units used is in the form of the cylinder-piston units 6 provided here according to the type and size of the roof structure. In any case, such a number is provided that the roof truss 1 can be raised evenly in the assembled state.
  • the lifting units 6 are placed in such a way that the stress on the roof truss 1 is as uniform as possible. For roof trusses of normal design, it is sufficient if the lifting units are placed at a distance of three to five rafters.
  • the lifting units can engage on the beams running transversely to the rafters, as here on the ridge beam 8 or the roof purlins 9 running parallel thereto. A direct attack on individual rafters is also conceivable. In these cases, a wedge-like attack console 10 can be attached.
  • the hydraulic lifting units 6 are connected to a pressure source by pressure lines 11.
  • the entire pressure generating device is preferably on the top
  • Floor ceiling 2 placed, but can also be arranged outside the building.
  • the lifting process is carried out in several stages.
  • the roof structure 1 is roughly on the ge in the course of a rough stroke desired height brought.
  • all lifting units are put into operation together, which is accomplished by a control device 16 assigned to the distribution station 15.
  • the roof truss 1 is then aligned, which is accomplished by commissioning individual lifting units or lifting unit groups.
  • manually operated switching valves 17 are provided in the pressure lines 11.
  • the adjustment movement is expediently carried out in a slower gear than the rough stroke movement.
  • the basic position of the lifting units with retracted piston rods is shown in the left half of the drawing, the end position with extended piston rods in the right half of the drawing.
  • guide elements 18 are provided which are provided with guide surfaces running in the stroke direction.
  • These guide elements 18 are designed here as extendable telescopes, the stationary lower part 19 of which can be fixed on the building, here on the top floor ceiling 2, as indicated by screws 20, and whose upper part 21 guided in the lower part can be fixed on the roof frame 1 with its upper end , as is indicated here by a holding shoe 22 which can be screwed to the roof structure 1.
  • the guide elements 18 are without a drive. Your tops 21 will be when lifting the
  • Roof truss 1 extended from its lower parts 19.
  • the guide elements 18, which can be set up independently of one another, are provided in such a number that the transverse forces which occur are absorbed; it is usually sufficient for this purpose if guide elements are provided in the region of every second rafter.
  • rigid steel supports 23 can be used in addition to the lifting units, if necessary. These can be one-part supports or two-part supports provided in a manner known per se with an adjusting thread. As soon as a sufficient number of such supports 23 have been brought into position, the lifting units 6 can be retracted and removed. The roof structure 1 then rests on the supports 23. The guide elements 18 expediently remain in position in order to prevent the roof structure 1 resting on the supports 23 from extending transversely to
  • Support 23 is omitted.
  • the lifting units 6 can now be dismantled together with the associated pressure generating device and used for further use on a new construction site.
  • the supports 23 and the guide elements 18 remain in position until the knee stick 4 is raised.
  • the roof truss 1 is then anchored thereon. Then the supports 23 and the guide elements 18 can also be removed.
  • the telescopes 18 provided as guide units in the example according to FIG. 1 are relatively expensive, so that leaving them in the raised roof structure is uneconomical. In order to increase the economy and to avoid the costs of expanding the guide units, in the second exemplary embodiment according to FIGS.
  • guide elements 18a are used for guiding the roof structure 1 during lifting or lowering, which are much cheaper, each one on the floor ceiling 2 have anchored vertical column 24 which interact with a guide bracket 25 which can be fixed on the roof structure 1.
  • the guide elements 18a are placed in the lower roof truss area, ie in the knee stick area. The number of guide elements 18a used is chosen so that the expected ones
  • Each vertical column 24 is received on a foot 26 which is anchored to the floor ceiling 2.
  • the column 24 can be designed as a rectangular tube section, but can also have a different cross section.
  • the foot 26 can be formed by a rectangular plate which is provided with holes 27 for receiving fastening screws. The foot 26 is placed on the raw concrete of the floor ceiling 2 and aligned so that the column 24 is perpendicular.
  • the screed of the floor ceiling 2 is removed at the points in question and the exposed concrete surface is leveled with leveling compound.
  • the screws assigned to the holes 27 can then be set, to which the foot 26 is then anchored.
  • the plate forming the foot 26 is provided with webs 28 flanking the column 24.
  • These can be designed as symmetrically arranged U-rail sections which receive the column 20 between them, which are welded to the column 24 and to the foot 26 or are connected in some other way.
  • the columns 24 are, as shown in FIGS. 2 and 3, mounted so that they rest with the flank of their rectangular cross-section on the side flank of a respectively associated pair la.
  • the guide bracket 25 are attached to the relevant rafters la.
  • the guide brackets 25 have a central U-shaped pocket 29 and fastening tabs 30 projecting laterally therefrom.
  • the pocket 29 has an outer dimension of the cross section of FIG.
  • Each guide bracket 25 is with its fasteners supply flags 30 attached to the associated rafters la and thus limits together with this a guide channel through which the column extends.
  • the holding lugs 30 are fastened to the rafters 1 a by nails or screws and are provided with corresponding ones
  • the guide bracket 25 are narrower than the rafter thickness in the example shown, so that the holding tabs 30 are opposite each other at the same height. Of course, a height offset corresponding to the inclination of the rafters would also be conceivable.
  • a further bore 32 is provided, by means of which pinning or screwing between the guide bracket and the associated column is possible.
  • the columns 24 initially protrude beyond the roof structure 1 by at least the length corresponding to the lifting height. To make this possible, the roof is opened at the relevant points. The length of the columns 24 thus corresponds at least to the original distance of the
  • the guide brackets 25 are connected to the respectively assigned column 24.
  • the columns 24 are each provided with a bore aligned with the bore 32 of the associated guide bracket 25, so that a plug pin or Screw can be inserted.
  • the guide elements 18a become rigid support elements.
  • the columns 24 can also be connected directly to the associated rafters. If the columns 24 still protrude from the roof truss 1 after the lifting process has ended, the projecting piece 33 (FIG. 3) is simply cut off flush with the top of the roof truss. This enables the use of standardized column lengths. After the columns 24 have been shortened accordingly, the roof is closed again.
  • the columns 24 blocked by connection to the guide brackets 25 or directly to the roof structure remain in position as rigid supports at least during the entire loft expansion. As a rule, however, the columns 24 are left in position to increase the static safety of the overall arrangement, which also avoids the expense of removing the columns. As soon as the roof structure 1 rests on the blocked pillars, the lifting units 6 can be removed.
  • auxiliary purlins 30, 31, which are to be drawn into the roof structure 1 before the change in height and are to be carried out, are provided, on which the lifting units 6a and 6b act.
  • a middle auxiliary grease 30 and two side auxiliary greases 31 are provided.
  • the middle auxiliary purlin 30 is below the ridge
  • the lateral auxiliary Spfetten 31 are arranged in the lower half approximately between the lower quarter and half the length, preferably about a third of the length of the rafters la, so that there is an auxiliary purlin arrangement symmetrical to the ridge.
  • the individual carriers 32 can be composed of successively arranged carrier sections of manageable length, the joints on both sides being expediently offset in length, so that each carrier section can be connected to two adjacent carrier sections and a stable structural unit results overall.
  • the lifting units 6a, 6b each comprise, as shown in FIGS. 7 and 8, a hydraulic cylinder 33 with an extendable piston rod 7, on each of which a support head 35a or 35b, which can be brought into engagement with the associated auxiliary purlins 30 or 31, is attached.
  • the support heads 35a, 35b each consist, as can best be seen from FIG. 9, of a base plate 36 with projections 37 projecting vertically upward therefrom, which delimit a channel 38, the clear width of which corresponds to the width of the auxiliary greases 31.
  • the projections 37 are in the example shown as in the form of corner pillars on the base plate 36 attached angle profile sections formed.
  • the support heads 35a, 35b are brought into engagement with the respective associated auxiliary purlin 30 or 31 in such a way that it engages in the channel 38, as indicated by broken lines in FIG. 9.
  • the hydraulic cylinders 33 are placed on the floor ceiling 2 on large base plates 39 for the purpose of distributing the load as large as possible, the edge length of which may correspond to approximately ten times the cylinder diameter.
  • the lifting units 6a, 6b have a modular structure.
  • the same hydraulic cylinders 33, which are thus interchangeable, can therefore be used for all lifting units.
  • the lateral auxiliary purlins 31 are normally placed in such a way that the hydraulic cylinders 33 reach the height required in the area of the lateral auxiliary purlins 31 without extending their piston rods.
  • the support heads 35b can therefore, as shown in FIG. 8, be received directly on the piston rods 7.
  • the base plates 36 of the support heads 35b have a threaded bushing 41 projecting downward, so that the support heads 35b can each be screwed directly onto a piston rod 7.
  • an extension 7a of the piston rod 7 is required, as shown in FIGS. 2 and 7.
  • a support head 35b is connected to the piston rod 7 provided with the threaded pin 40.
  • a connection bush 43 which can be screwed onto the threaded pin 40 is provided, into which a tubular attachment 44 can be inserted, onto which the support head 35a can be placed.
  • the support heads 35a are provided with a pin 45 which projects downward from their base plate 36 and which can be inserted into the attachment 44.
  • pins 46 which can be pushed through associated through holes are used and are secured by means of a split pin.
  • the pin 45 is provided with a plurality of through holes which are offset in terms of height relative to one another, as a result of which a rough height adjustment is possible.
  • the top 44 is here provided at its upper end with two through bores offset by 90 °, so that the associated support head 35a can be arranged in two positions rotated by 90 °, which enables a high degree of freedom during installation.
  • the middle auxiliary grease 30 is installed. This is placed below the roof ridge on the generally existing ridge tongs 1b of the roof structure 1 and connected to them.
  • the auxiliary grease 30 received on the ridge tongs 1b is located outside the space required for a roof extension and can therefore be left in the roof structure 1 forever.
  • the lifting units 6a assigned to them can be brought into position and placed against the auxiliary purlins 30 under slight pressure. The lifting units 6a are evenly stretched to the length of the
  • Auxiliary fats 30 distributed. As a rule, it is sufficient if these are provided at a distance of 3 to 4 meters.
  • the side auxiliary grease 31 can be brought into position. These are supported on rafters la via spherical bearings 48. As a rule, it is sufficient if in the area of every second rafter
  • Spherical bearing 48 is provided. First, the spherical bearings 48 are assembled for themselves. Thereafter, the lifting units 6b assigned to the lateral auxiliary purlins 31 are brought into position in rows and the associated lateral auxiliary purlins 31 are then picked up. The lifting units 6b can in turn be arranged at a distance of 3 to 4 meters. The lifting units 6b are initially in the retracted state, their support heads 35b being so far apart from the rafters that the auxiliary purlins 31 can be inserted without colliding with the spherical bearings 48. The lifting units 6b are then extended to such an extent that the auxiliary purlins 31 come into engagement with the respectively assigned spherical bearings 48.
  • the lifting units 6b can also be easily driven under pressure.
  • the spherical bearings 48 consist of an upper part 49, expediently in the form of a detachably fastened to the rafters la, U-shaped bearing block in cross section, and a lower part 50 suspended from the upper part, expediently in the form of a cross section U-shaped console.
  • the overlapping side flanges of the upper part 49 and the lower part 50 are provided with an aligned through-hole through which a pin 51 forming the pivot axis can be inserted, which can be secured by means of a split pin, so that there is a releasable articulated connection.
  • the upper parts 49 can therefore first be assembled in a separate state.
  • a laser device can be used which generates a laser beam, along which the upper parts 49, each associated with a side auxiliary purlin 31, are mounted at the same height.
  • the upper parts 49 are provided on their web 49a, which can be brought into abutment on the underside of the rafters, with claws 53 flanking the rafters, the spacing of which can be slightly undersized compared to the width of the pairs, provided that a slight clamp fit is desired.
  • the claws 53 can be provided with holes through which tacking pins 54 can be driven in, which enables reliable pre-assembly.
  • the web 49a resting on the rafters la can be screwed on with hexagonal wood screws 55, which enables the spherical bearings 48 to be removed later. Adequate
  • the spherical bearings 48 are completed by attaching the lower parts 50.
  • These each have two parallel, tab-like projections 56, which project downward from the ends of their web 50a, the clear distance of which corresponds to the width of the associated auxiliary purlins 31 and which accordingly limit a receiving channel for the auxiliary purlins 31, which is aligned with the channel 38.
  • the protrusions 56 as can be seen in FIG. 9, extend between adjacent protrusions 37 on each side of the
  • Auxiliary greases 31 and are angled outwards at their lower end, which enables the auxiliary greases 31, which have been brought up from below, to be reliably run in.
  • the anchoring of the roof structure 1 on the building is loosened, as was stated at the beginning, and all permanently mounted connections are removed or extended.
  • the roof truss can be activated by activating the
  • Lifting units 6a, 6b are raised.
  • the guide elements 18a are blocked by the columns 24 ver with the associated guide brackets 25 or directly with the relevant rafters be bound. Normally, the blocked guide elements 18a can carry the raised roof structure 1 until the knee stick 4 is raised.
  • the lifting units 6a, 6b can therefore be removed and used for other purposes.
  • the central auxiliary purlins 30 remain as a lost component in the roof structure 1.
  • the guide elements 18a are used to increase the static
  • the roof truss 1 is based on an increase in the roof structure 1 by the height of the knee 4.
  • the roof truss detached from the building is first raised slightly by means of the lifting units 6 and 6a, 6b and guided by the guide elements 18 and 18a, so that the knee can be removed by the desired amount.
  • the roof truss is lowered to the desired, lower level, the lifting units and preferably also the guide elements are removed, and finally the roof truss is anchored to the building again.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Tents Or Canopies (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

Afin d'augmenter l'écartement vertical entre la charpente de comble (1) et le plus haut plafond (2) d'un bâtiment, et de pouvoir ainsi aménager les combles, la charpente de comble (1) est séparée du bâtiment, est soulevée dans sa totalité en une seule pièce au moyen d'unités de levage (6) et est guidée dans le sens de levage par des éléments de guidage (18) qui servent de piliers de support de la charpente soulevée au moins jusqu'à ce que les parois extérieures du bâtiment aient été suffisamment rehaussées pour pouvoir soutenir la charpente de comble.
PCT/EP1993/003179 1992-11-14 1993-11-12 Procede et dispositifs de modification de l'ecartement vertical entre la charpente de comble et le plus haut plafond d'un batiment WO1994011596A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AU56240/94A AU5624094A (en) 1992-11-14 1993-11-12 Process and devices for changing the vertical distance between the roof truss and the top ceiling of a building
PL93308993A PL308993A1 (en) 1992-11-14 1993-11-12 Method of and apparatus for increasing upright distance between the roof base and the uppermost interstorey floor
EP94901792A EP0668953B1 (fr) 1992-11-14 1993-11-12 Procede et dispositifs de modification de l'ecartement vertical entre la charpente de comble et le plus haut plafond d'un batiment
DE59301821T DE59301821D1 (de) 1992-11-14 1993-11-12 Verfahren und vorrichtungen zum verändern des höhenabstandes eines dachstuhls von der obersten geschossdecke eines gebäudes

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
DE4238484A DE4238484C2 (de) 1992-11-14 1992-11-14 Verfahren und Vorrichtung zum Vergrößern des Höhenabstands eines Dachstuhls von der obersten Geschoßdecke eines Gebäudes
DEP4238484.2 1992-11-14
DE4321415A DE4321415C2 (de) 1992-11-14 1993-06-26 Vorrichtung und Verfahren zum Verändern der Höhenposition eines Dachstuhls
DEP4321415.0 1993-06-26
DEP4321401.0 1993-06-26
DE4321401A DE4321401C2 (de) 1992-11-14 1993-06-26 Vorrichtung zum Verändern des Höhenabstandes eines Dachstuhls gegenüber der obersten Geschoßdecke

Publications (2)

Publication Number Publication Date
WO1994011596A1 true WO1994011596A1 (fr) 1994-05-26
WO1994011596B1 WO1994011596B1 (fr) 1994-07-07

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PCT/EP1993/003179 WO1994011596A1 (fr) 1992-11-14 1993-11-12 Procede et dispositifs de modification de l'ecartement vertical entre la charpente de comble et le plus haut plafond d'un batiment

Country Status (8)

Country Link
EP (1) EP0668953B1 (fr)
AT (1) ATE135077T1 (fr)
AU (1) AU5624094A (fr)
CZ (1) CZ124295A3 (fr)
DE (1) DE4238484C2 (fr)
HU (1) HU217947B (fr)
PL (1) PL308993A1 (fr)
WO (1) WO1994011596A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2720430A1 (fr) * 1994-05-31 1995-12-01 Claisse Patrick Jean Georges Procédé et dispositifs d'élévation hydraulique de combles et de toitures.
WO1997019238A1 (fr) * 1995-11-23 1997-05-29 Patrick Claisse Dispositif de levage d'une charpente et le cas echeant d'une partie de construction reposant sur cette charpente
FR2741647A1 (fr) * 1995-11-23 1997-05-30 Claisse Patrick Jean Georges Dispositif de levage d'une charpente et le cas echeant d'une partie de construction reposant sur cette charpente
FR2752594A1 (fr) * 1996-08-23 1998-02-27 Claisse Patrick Jean Georges Dispositif de levage d'une charpente et le cas echeant d'une partie de construction reposant sur cette charpente
CN114837454A (zh) * 2022-04-29 2022-08-02 江苏鸿基节能新技术股份有限公司 建筑物自动平移装置

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4321415C2 (de) * 1992-11-14 1996-04-11 Klaus Bau Gmbh Vorrichtung und Verfahren zum Verändern der Höhenposition eines Dachstuhls
CN106930553A (zh) * 2017-05-08 2017-07-07 洛阳理工学院 一种古建筑顺身口斗拱的斗平加固修缮结构
CN108894538B (zh) * 2018-06-26 2020-06-16 北京唯冠科技发展有限公司 一种可实现叶片自动升降的售货亭及其自动升降方法

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FR2720430A1 (fr) * 1994-05-31 1995-12-01 Claisse Patrick Jean Georges Procédé et dispositifs d'élévation hydraulique de combles et de toitures.
WO1997019238A1 (fr) * 1995-11-23 1997-05-29 Patrick Claisse Dispositif de levage d'une charpente et le cas echeant d'une partie de construction reposant sur cette charpente
FR2741647A1 (fr) * 1995-11-23 1997-05-30 Claisse Patrick Jean Georges Dispositif de levage d'une charpente et le cas echeant d'une partie de construction reposant sur cette charpente
AU697078B2 (en) * 1995-11-23 1998-09-24 Patrick Claisse A device for lifting a framework, optionally together with portion of a building resting on said framework
US5867950A (en) * 1995-11-23 1999-02-09 Claisse; Patrick Device for lifting a framework, optionally together with a portion of a building resting on said framework
FR2752594A1 (fr) * 1996-08-23 1998-02-27 Claisse Patrick Jean Georges Dispositif de levage d'une charpente et le cas echeant d'une partie de construction reposant sur cette charpente
CN114837454A (zh) * 2022-04-29 2022-08-02 江苏鸿基节能新技术股份有限公司 建筑物自动平移装置
CN114837454B (zh) * 2022-04-29 2024-01-30 江苏鸿基节能新技术股份有限公司 建筑物自动平移装置

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EP0668953B1 (fr) 1996-03-06
DE4238484A1 (de) 1994-05-19
EP0668953A1 (fr) 1995-08-30
CZ124295A3 (en) 1995-11-15
PL308993A1 (en) 1995-09-18
HU217947B (hu) 2000-05-28
DE4238484C2 (de) 1995-01-12
HUT71663A (en) 1996-01-29
HU9500987D0 (en) 1995-06-28
ATE135077T1 (de) 1996-03-15
AU5624094A (en) 1994-06-08

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