EP3134587A1 - Construction mobile de type halle - Google Patents
Construction mobile de type halleInfo
- Publication number
- EP3134587A1 EP3134587A1 EP15745421.6A EP15745421A EP3134587A1 EP 3134587 A1 EP3134587 A1 EP 3134587A1 EP 15745421 A EP15745421 A EP 15745421A EP 3134587 A1 EP3134587 A1 EP 3134587A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- hall
- construction
- hall construction
- base frame
- drive
- 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.)
- Withdrawn
Links
- 238000010276 construction Methods 0.000 title claims abstract description 44
- 238000012423 maintenance Methods 0.000 claims abstract description 10
- 239000000758 substrate Substances 0.000 description 4
- 241000251730 Chondrichthyes Species 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/342—Structures covering a large free area, whether open-sided or not, e.g. hangars, halls
-
- 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
- E04B1/34336—Structures movable as a whole, e.g. mobile home structures
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C17/00—Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports
-
- 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
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
-
- 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
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
-
- 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
- E04B1/3516—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by erecting a vertical structure and then adding the floors from top to bottom
-
- 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
- E04B1/355—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the tilting up of whole buildings or sections thereof, e.g. walls, portal frames
-
- 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
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
- E04H5/06—Pits or building structures for inspection or services
Definitions
- the present invention relates to a mobile Hallenkon ⁇ constructive tion, in particular for carrying out maintenance and / or repair work on a turbine rotor, comprising at least a base frame, a plurality of support pillars which at least one base frame are supported on the, and a mountable to the support posts the roof structure.
- Swiveling device and at least one bearing block In a first step, the turning block and the bearing block are set up on an industrial hall floor and aligned with each other, whereby at least the turning block is anchored to the hall floor with suitable fastening means. In a further step, the runner to be processed is placed using a crane on the turning block and the bearing block and then attached to the pivoting device provided on the turning block. Now, the runner can be transferred using the pivoting device and using a crane in the vertical position and locked in this to perform the upcoming maintenance and / or repair work on the upright runner.
- a problem with maintenance and / or repair work on turbine rotors is that their use requires an industrial periphery in the form of a hall with industrially manufactured base, on which the turning block and the enclosed least one bearing block arranged and in which the forces can be introduced when erecting the runner on the turning block.
- industrial halls with suitable subsoil are not available in many places, which is why these extra must be erected, which entails very high costs.
- mobile hall constructions of the type mentioned above can be used, which are set up before carrying out the work on an industrial base and dismantled after work.
- a problem in this context is that the mobile hall constructions must have very high altitudes for very long turbine rotors for their maintenance and / or repair, which makes the use of high cranes in the construction and dismantling of mobile Hallenkonstrukti ⁇ on the same in many places not available.
- the present invention provides a mobile hall construction of the type mentioned above, which is characterized in that the pillars are provided with we ⁇ least one drive and are hinged to the at least one base frame that they using the at least one drive between one
- Transport position and an erect position relative to the at least one base frame are pivotable. Thanks to this configuration, the pillars of the mobile hall construction according to the invention can be erected independently, which is why it is possible to dispense with the use of high cranes.
- each buttress is held on a separate base frame.
- the dimensions of the base frames are advantageously chosen such that they can be transported in containers of standardized dimensions. Accordingly, the transport of the mobile hall construction to air, water and land is not a problem.
- the base racks and / or the container with the base racks arranged therein are connected to each other connectable, so that the rigidity of the construction he ⁇ height, if necessary is.
- the at least one drive is advantageous as Hydraulikan ⁇ drive provided, in particular as at least one both with the at least one base frame and one of the
- each buttress is provided with its own drive, wherein the drives can advantageously be moved simultaneously using a suitable software.
- the roof structure is preferably hingedly connected to the support pillars. This is to the advantage that the roof ⁇ construction in the state in which the pillars are in their transport position, mounted and then can be pivoted together with the pillars. Accordingly, the installation of the roof structure can be carried out at low altitude, which time, cost and risk potential for staff can be reduced.
- the roof structure preferably has at least one load crane.
- at least one load crane is integrated in the roof structure, so that no separate load crane in the shark must be constructed to handle loads within the hall.
- the hall construction has a height of at least 12 m.
- the length of the hall construction is preferably at least 17 m.
- the width of the hall construction advantageously has at least 11 m.
- FIG. 1 shows a schematic representation of a mobile hall construction according to an embodiment of the present invention
- FIGS 2 to 11 are schematic diagrams showing successive steps during assembly of the hall structure shown in Figure 1;
- FIGS. 12 to 14 are schematic representations showing the use of the mobile hall construction shown in FIG. 1 in carrying out maintenance and / or repair work on a turbine runner;
- Figure 15 is a schematic representation of a mobile hall construction according to another embodiment of the present invention.
- the mobile hall construction 1 comprises as main components six identically constructed base frames 2, which are arranged on an industrial base 3, six likewise identical support pillars 4, each of which is articulated to one of the base racks 2 and pivotable relative to the base frame 2 by means of a drive 5, and a roof structure 6, which is mounted on the pillars 4.
- Each base frame 2 comprises a substantially rectangular base frame 7.
- the one free end of the base frame 7 is provided with an upwardly projecting bearing means 8, on which the associated supporting pillar 4 is pivotally supported between a horizontal transport position and a vertically erected position.
- two support ⁇ post 9 are provided, on which the buttress 4 is supported in its horizontal transport position.
- the drive 5 comprises two hydraulic cylinders which are articulated both to the base frame 7 of the base frame 2 and to the support pillar 4. Accordingly, the support pillar 4 can be pivoted by appropriate extension and retraction of the hydraulic cylinder between its transport position and the erected position.
- the dimensions of each Basisge ⁇ stells 2 are selected such that this can be transported with standardized dimensions in a con tainer ⁇ 10th
- the roof structure 6 comprises vertical beams 11, which articulates at its lower free end with the support pillars 4
- the vertical supports 11 are connectable.
- the vertical supports 11 are connected to one another via two horizontal supports 12, the horizontal supports 12 simultaneously serving as guide rails for crane bridges 13 of two cranes 14, along which a trolley 15 can be moved in a known manner.
- a roof strut construction 17 of the roof structure 6 is fixed to outriggers 16 extending outwards from the vertical supports 11 and covered with a tarpaulin 18.
- the sidewalls of the hall construction 1 are also provided with a corresponding tarpaulin 19.
- the industrial sub ⁇ base 3 consists of a plurality of bottom plates 20 which are fastened together.
- the industrial substrate 3 may be constructed in a conventional manner using concrete.
- a turning block 21 with integrated pivoting device and a bearing block 22 are also mounted, which are needed for erecting a turbine rotor for the purpose of performing maintenance and / or repair work.
- the base racks 2 with the support pillars 4 received thereon are removed from the containers 10 and placed on the industrial base 3, as shown in FIG.
- the base frames 2 can be fixed to the industrial substrate 3 and / or to each other in order to increase the rigidity of the arrangement.
- the hall construction 1 can also be designed in such a way that the base racks 2 remain in the containers 10, the containers 10 being aligned with each other after removal of the container covers and attached to one another and / or to the base 3.
- the finished hall construction 1 is then bordered at the bottom by the side of the containers 4, as shown in FIG.
- the construction shown in Fig. 15 corresponds to the construction shown in Fig.
- the vertical beams 11 are attached with the arms 16 arranged thereon articulated to the free ends of the pillars 4, as shown in Figure 4. Thereafter, the vertical beams 11 are interconnected using the horizontal beams 12 of FIG.
- the crane bridges 13 of the cranes 14 are mounted with the trolleys 15 arranged thereon between the horizontal supports 12, whereby the rigidity of the roof construction is increased. Should it be necessary, in order to further increase the rigidity, it is additionally possible to provide these cross members which interconnect these in the region of the free ends of the horizontal supports 12, even if this is not shown here.
- the roof strut construction 17 of the roof structure 6 is then attached to the arms 16 of the vertical support 11.
- the tarpaulin 18 can be attached to the roof strut construction 17 according to FIG.
- the pillars 4 are now transferred from their horizontal transport position to their vertical erected position using the drives 5. Thanks to the fact that the vertical supports 11 of the roof structure 6 hingedly attached to the pillars 4, the roof structure remains 6 during the on ⁇ straightening process in the horizontal position.
- the support pillars 4 are connected to one another in a further step according to FIG. 11 using stiffening struts 23.
- the hall construction 1 can also be dismantled again.
- a significant advantage associated with the previously described mobile hall construction 1 is that this can be thanks to the automatically by means of the drive 5 on ⁇ directional support pillars 4 without the use of a high crane to assemble and disassemble.
- the number of base frames 2, the pillar 4 and the actuators 5 in constructive tion from ⁇ dependence on the desired dimensions of the Hallenkon- 1 is variable. Furthermore, it is possible for the supporting pillars 4 and / or the vertical supports 12 to be dependent on the desired height of the hall construction 1
- FIGS. 12 to 14 show, by way of example, the erection of a turbine rotor 24 using the turning block 21, the bearing block 22 and a crane 14.
- the turbine rotor 24 to be machined is laid on the turning block 21 and the bearing block 22 using the crane 14 and then attached to the provided on the turn block 21 pivoting device.
- the turbine runner 24 can be transferred using the pivoting device and using the crane 14 in the vertical position and locked in this to perform the upcoming maintenance and / or repair work on the upright turbine runner 24.
- the turbine rotor 24 can be unstacked easily in this position.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102014214756.5A DE102014214756A1 (de) | 2014-07-28 | 2014-07-28 | Mobile Hallenkonstruktion |
PCT/EP2015/066639 WO2016016047A1 (fr) | 2014-07-28 | 2015-07-21 | Construction mobile de type halle |
Publications (1)
Publication Number | Publication Date |
---|---|
EP3134587A1 true EP3134587A1 (fr) | 2017-03-01 |
Family
ID=53776569
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15745421.6A Withdrawn EP3134587A1 (fr) | 2014-07-28 | 2015-07-21 | Construction mobile de type halle |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP3134587A1 (fr) |
AU (1) | AU2015295620B2 (fr) |
DE (1) | DE102014214756A1 (fr) |
RU (1) | RU2656257C1 (fr) |
WO (1) | WO2016016047A1 (fr) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT521858B1 (de) * | 2018-10-25 | 2020-11-15 | Alois Kettl | Mobile Arbeitshalle |
GB2591785B (en) | 2020-02-06 | 2022-02-09 | Bam Nuttall Ltd | Modular structure for providing on-site protection |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE229170C (de) * | 1909-08-11 | 1910-12-03 | Fahrbare Luftschiffhalle mit zweiteiligem Dach dessen beide Hälften an den Seitenwänden aufklappbar befestigt sind | |
DE19534407C1 (de) * | 1995-08-10 | 1996-09-12 | Michael Moch | Vorrichtung zum Aufrichten und Niederlegen einer Zelthalle |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB528594A (en) * | 1939-05-10 | 1940-11-01 | Nicholas Straussler | Improvements in frames for collapsible structures, such as marquees, hangars, and the like |
GB777237A (en) * | 1952-09-12 | 1957-06-19 | Thomas Simon Savage Dale | Structural units and structures made from them |
DE1797943U (de) * | 1957-03-05 | 1959-10-15 | Salzmann & Comp | Vorrichtung zum aufrichten und niederlegen von zelten. |
US3228151A (en) * | 1962-02-15 | 1966-01-11 | Moore Corp Lee C | Drilling apparatus for deep oil wells |
US3256955A (en) * | 1962-12-26 | 1966-06-21 | Izmirian Khachatoo Georgievich | Dock for aircraft maintenance and repair |
US4630627A (en) * | 1985-01-07 | 1986-12-23 | Windows David W | Collapsible frame structure |
SU1608303A1 (ru) * | 1987-04-02 | 1990-11-23 | Центральный Научно-Исследовательский И Проектно-Конструкторский Институт Механизации И Энергетики Лесной Промышленности | Складываемый ангар |
SU1773989A1 (ru) * | 1990-09-11 | 1992-11-07 | B Obshchego Mash K | Складной блок здания |
RU2046895C1 (ru) * | 1993-02-25 | 1995-10-27 | Завод санитарно-технических и электромонтажных изделий | Сборно-разборное здание |
RU2024698C1 (ru) * | 1993-02-25 | 1994-12-15 | Акционерное общество "Комбинат строительных конструкций" | Секция сборно-разборного здания |
DE29921899U1 (de) * | 1999-12-14 | 2000-03-23 | Schmitt Stahlbau GmbH, 56626 Andernach | Sonnen- und Wetterschutz für Wasserfahrzeuge |
US20070113488A1 (en) * | 2005-11-18 | 2007-05-24 | Super Shelter Mobile Buildings Inc. | Mobile building |
-
2014
- 2014-07-28 DE DE102014214756.5A patent/DE102014214756A1/de not_active Withdrawn
-
2015
- 2015-07-21 AU AU2015295620A patent/AU2015295620B2/en active Active
- 2015-07-21 WO PCT/EP2015/066639 patent/WO2016016047A1/fr active Application Filing
- 2015-07-21 RU RU2017102481A patent/RU2656257C1/ru active
- 2015-07-21 EP EP15745421.6A patent/EP3134587A1/fr not_active Withdrawn
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE229170C (de) * | 1909-08-11 | 1910-12-03 | Fahrbare Luftschiffhalle mit zweiteiligem Dach dessen beide Hälften an den Seitenwänden aufklappbar befestigt sind | |
DE19534407C1 (de) * | 1995-08-10 | 1996-09-12 | Michael Moch | Vorrichtung zum Aufrichten und Niederlegen einer Zelthalle |
Non-Patent Citations (1)
Title |
---|
See also references of WO2016016047A1 * |
Also Published As
Publication number | Publication date |
---|---|
RU2656257C1 (ru) | 2018-06-04 |
AU2015295620A1 (en) | 2017-03-02 |
DE102014214756A1 (de) | 2016-01-28 |
WO2016016047A1 (fr) | 2016-02-04 |
AU2015295620B2 (en) | 2018-03-22 |
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