EP0108755A1 - Verfahren zum montieren des skelettes von skelett-hochbauten und schablonengerüst zur durchführung des verfahrens. - Google Patents
Verfahren zum montieren des skelettes von skelett-hochbauten und schablonengerüst zur durchführung des verfahrens.Info
- Publication number
- EP0108755A1 EP0108755A1 EP83900344A EP83900344A EP0108755A1 EP 0108755 A1 EP0108755 A1 EP 0108755A1 EP 83900344 A EP83900344 A EP 83900344A EP 83900344 A EP83900344 A EP 83900344A EP 0108755 A1 EP0108755 A1 EP 0108755A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- skeleton
- ceiling
- supports
- ceiling beams
- beams
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
-
- 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
- E04B2001/0053—Buildings characterised by their shape or layout grid
- E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
Definitions
- the invention relates to a method of assembling the skeleton of skeletal building constructions, in particular of individual cell elements with skeleton supports the one hand and peripheral and / or radial beams comprising joists, on the other hand, existing buildings, purpose ⁇ bring ässig before locking and gent attaching the Zellene e on the the front therefor ⁇ viewed place of the building, and to a stencil frame for carrying out the process.
- a rationalization effect can already be achieved when using a two-dimensional template.
- a three-dimensional template framework is used to carry out the method according to the invention, which is characterized in that for the skeleton supports and / or for the ceiling girders in each case an orientation device, such as an opening receiving the respective skeletal part, a mandrel penetrating into the support or the like. is provided.
- Fig. 1 shows a fiction, apt template in elevation, in
- FIG. 10 shows another embodiment of a three-dimensional template in perspective.
- an assembly frame 2 serving as a template is created according to FIGS. 1 and 2.
- the mounting frame 2 rests on four legs 3, "which carry a frame formed from four carriers. 4 on the frame out of the carriers 4 a transitory cross member 5 is mounted, which is provided at its ends with brackets. 6 to the supports 4, and to the Booms 6 are arranged scaffold supports 7 which carry an assembly platform 8.
- the assembly platform 8 consists of twelve elements of the same type and arranged axially symmetrically in pairs, which are connected to one another in the middle by a stage star 9.
- This stage star 9 is seated on a mast 10 which is supported on the cross member 5 and which carries the elements of the assembly platform 8 on the inside above the star 9, whereas a scaffold support 7 is assigned to the outside of each stage element.
- the top of the mast 10 serves - as will be explained with reference to FIG. 6 - as a support, which is why its end is provided with four wings 11 to enlarge the support surface.
- Each pair of elements of the assembly platform 8 is provided with a protective gel 13 carried by two stands 12.
- this protective ⁇ railing 13 arranged along the sides of an imaginary hexagon and each is interconnected by a croqusgel Direction fourteenth
- the United are ⁇ effetsgel Direction 14, as shown in Fig. 7, slightly lower than the protection gel Direction 13 and include * each having a portion 15 of the Montage ⁇ stage 8.
- this dreieckför strength cutouts 15 metrale are on the cross member 5 and at two of the four frame supports 4 each have orientation devices 16.
- the orientation devices 16 serve to clearly specify the position of skeletal supports 17 (cf. FIG. 3) of a cell element of the skeleton building 1 (cf. FIG. 7), so that watering work or the like. can be omitted.
- the orientation devices 16 may, for example, be formed by sleeves receiving the feet 18 (FIG. 3) of the supports 17 or by suitable spikes penetrating into the interior of the hollow supports 17 from below.
- protruding parts such as sleeves or mandrels are avoided in the embodiment shown in FIGS. 1 and 2 and only the footprint of one foot 18 of the supports 17
- Corresponding washers 19 are provided, on which the respective foot 18 can only be loosened by means of clamping devices 20, whereupon the finished skeleton can be removed in the manner shown in FIG. 7.
- each skeleton support 17 is provided on its upper side with two lateral connecting wings 21 which enclose an angle of 120 ° with one another. As FIG. 5 shows, the supports 17 also have a further connecting wing 22 pointing towards the mast 10, which is located in the angular symmetry between the two wings 21. The lower edge of the connecting wings 21, 22 lies slightly above the level of the upper edge of the supporting wings 11.
- the mast 10 can be telescopically extended and locked at different heights.
- the connecting wings 21, 22 are welded to the supports 17 and provided with holes 24 for inserting screws or rivets. As soon as all the supports 17 for a hexagonal line element are set up in their places given by the orientation devices 16 in the manner shown in FIGS. 3 and 5, the connecting wings 21 only need those that extend over the circumference first Edge supports 25 are fastened by means of screws or rivets inserted through the holes 24. In principle, it would also be possible to first fix the ceiling beams 27 to the connecting wings 22 in accordance with FIG. 6, but it has proven to be expedient to begin with the attachment of the edge beams 25. As shown in FIG. 5, the individual elements of the assembly platform 8 are so long that there is sufficient space between the guardrail 13 and the edge supports 25 to reach the connection points from both sides during assembly of the latter.
- a hexagonal connecting plate 26 (see FIGS. 4, 6), the so-called bottom, is placed on the top of the support surface formed by the support wings 11.
- the support wings 11 can serve as an orientation device and cooperate with depressions and / or projections of the lower star 26 for positioning the same.
- the lower star 26, similar to the connecting wings 21, 22, is provided with holes for inserting screws or rivets in a manner which will be explained later.
- an orientation device for the lower star 26 other devices may also be provided instead of the supporting wings 11, such as a plate of the same shape that receives it, with slightly raised edges, or orientation pins that take up its contours.
- the ceiling beams 27 are placed in pairs with one end on the lower star 26 and thus supported by the mast 10, whereas their other end is fastened to the connecting wing 22 with screws or rivets. As can be seen from Fig. 6, the ceiling beams 27 are converged at their ends to facilitate their assembly.
- the position of the skeletal cell is predefined precisely on the one hand by the screws embedded in the foundation and on the other hand by the position of the cells that have already been displaced, so that the actual assembly process merely represents the skeleton cell being set down.
- the base and top plates are screwed together and the assembly process is complete.
- the main work in the assembly for a building 1 is done on the floor or on the assembly platform 8 and not, as is otherwise the case, at the height of the floors, so that the risk of accidents is also reduced thereby;
- a template used in accordance with the invention can also be designed two-dimensionally for the same purpose, although the working conditions are not quite as favorable
- a stencil plate 2a is used which, as an orientation device, has holding clamps 16a for a pair of skeletal supports 17 (see FIG. 3). If necessary, adjustable stops 16b serve for the vertical alignment of the support feet 18. If necessary, the supports 17 can be fastened in the clamps 16a, and it is possible to arrange six such template plates 2a around a further template plate 2b (FIG. 9) in such a way that each has its lower edge 32 parallel to one of the sides 33 of the template plate 2b.
- the six plates 2a lie in one plane around the template plate 2b.
- the supports 17 can now be introduced into the clamps 16a at the same time as the lower star 26 (cf. FIG. 4.6) is inserted into a central recess 34 in the template plate 2b.
- orientation devices are provided on the plate 2b for a pair of ceiling beams 27 (see FIG. 6), the width of the middle of the three strips 35 corresponding to the width of the connecting link 22 (FIG. 6).
- the ceiling beams 27 can therefore be placed between the strips 35, whereupon the upper star 28 is arranged and the whole is screwed.
- correspondingly large bores 29a are provided in the template plate 26.
- the structure consisting of the ceiling beams 27 and the star 26, 28 can be lifted by means of a crane.
- the plates 2a with the skeleton supports 17 attached to them are raised and connected to one another with the aid of lateral connecting tabs 36, the two arms of which form an angle of 120 ° with one another, so that the supports 17 are in that position, which is also given in FIG. 3 by the mounting frame 2.
- the construction held by the crane and prefabricated with the aid of the template plate 2b can be fastened to the supports 17, after which the template plates 2a are already unnecessary for the further work.
- edge supports 25 can then be fastened, for example, by means of a small, movable assembly platform which travels from attachment point to attachment point and allows work to be carried out at the required height, or with the aid of a known type of lift.
- a small, movable assembly platform which travels from attachment point to attachment point and allows work to be carried out at the required height, or with the aid of a known type of lift.
- the fastening work cannot be carried out in a technically simple manner as by means of the assembly platform 8.
- the method according to the invention and a template according to the invention can in principle be used to create all types of skeletons, but in particular for the layout of any cell elements.
- the assembly platform 8 can merely be designed as a broad aisle running around the circumference or around the mast 10 of the assembly frame 2.
- the ceiling beams For cell elements of a quadrangular floor plan, it is possible for the ceiling beams to be subdivided in a chessboard-like manner by masts 10 or the like. Provide support points for the ceiling beams to be supported.
- a frame 37 is arranged on the scaffold supports 7 for erecting the skeleton of a quadrangular cell element in plan.
- This frame 37 has, for mounting edge supports 25a of the skeleton, orientation devices in the form of openings or recesses 35a, into which edge supports 25a are inserted at the start of the installation.
- orientation strips 35 instead of openings 35a, orientation strips 35 corresponding to FIG. 9 can also be used.
- a mounting platform 8 (see FIGS. 1, 2) is preferably provided to facilitate assembly in a manner not shown, as is the embodiment according to FIG. 10, if desired, also with elements of the embodiment according to FIGS. 1 and 2 , if necessary also for the erection of cell elements hexagonal or polygonal floor plan, can be combined.
- edge girders 25a are aligned in the openings 35a in such a way that they can be connected to one another at their ends, as a result of which the corner points of the resulting ceiling girder construction and thus the connection points for the skeleton supports 17 are determined, the latter being subsequently mountable.
- a frame for an assembly scaffold 8 When using such a frame for an assembly scaffold 8 according to FIGS. 1 and 2, work on the erection of the supports 17 can also take place simultaneously with the manufacture of the ceiling support structure.
- the frame can be designed in such a way that it defines the outer ends of the radial supports 27 with its orientation devices, while the mast 10 is again provided for the inner ends.
- a frame 37 can also be used for the assembly of intersecting ceiling beams on a cell element with a quadrangular floor plan, which ceiling beams then run across the ceiling between the edge beams 25a.
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)
- Movable Scaffolding (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Light Guides In General And Applications Therefor (AREA)
- Ladders (AREA)
- Bending Of Plates, Rods, And Pipes (AREA)
- Electric Cable Installation (AREA)
- Panels For Use In Building Construction (AREA)
- Cell Electrode Carriers And Collectors (AREA)
- Details Of Garments (AREA)
- Magnetic Resonance Imaging Apparatus (AREA)
- Electrophonic Musical Instruments (AREA)
- Electron Tubes For Measurement (AREA)
- Bridges Or Land Bridges (AREA)
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT83900344T ATE20934T1 (de) | 1982-01-22 | 1983-01-19 | Verfahren zum montieren des skelettes von skelett-hochbauten und schablonengeruest zur durchfuehrung des verfahrens. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH398/82A CH656412A5 (de) | 1982-01-22 | 1982-01-22 | Verfahren zum montieren einer zelle eines aus mehreren skelettzellen bestehenden stahlhochbauwerkes und schablonengeruest hiefuer. |
CH398/82 | 1982-01-22 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0108755A1 true EP0108755A1 (de) | 1984-05-23 |
EP0108755B1 EP0108755B1 (de) | 1986-07-23 |
Family
ID=4186109
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP83900344A Expired EP0108755B1 (de) | 1982-01-22 | 1983-01-19 | Verfahren zum montieren des skelettes von skelett-hochbauten und schablonengerüst zur durchführung des verfahrens |
Country Status (10)
Country | Link |
---|---|
US (1) | US4633641A (de) |
EP (1) | EP0108755B1 (de) |
AT (1) | ATE20934T1 (de) |
AU (1) | AU1104983A (de) |
CH (1) | CH656412A5 (de) |
DE (1) | DE3364564D1 (de) |
DK (1) | DK151720C (de) |
HU (1) | HU198767B (de) |
NO (1) | NO168192C (de) |
WO (1) | WO1983002634A1 (de) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6003275A (en) | 1990-02-14 | 1999-12-21 | Steelcase Development Inc. | Furniture system |
US6170200B1 (en) | 1990-02-14 | 2001-01-09 | Steelcase Development Inc. | Furniture system |
US5511348A (en) | 1990-02-14 | 1996-04-30 | Steelcase Inc. | Furniture system |
US6134844A (en) | 1990-02-14 | 2000-10-24 | Steelcase Inc. | Method and apparatus for displaying information |
FR2670226B1 (fr) * | 1990-12-07 | 1993-03-12 | Euzen Bertrand | Construction a elements modulaires. |
US5235787A (en) * | 1992-07-10 | 1993-08-17 | Bloxsom Daniel E | Method of constructing hexagonal structures |
US6688055B2 (en) * | 2001-02-26 | 2004-02-10 | James A. Lindsley | Spiral incremental structure and method of construction |
US8701357B2 (en) * | 2010-02-03 | 2014-04-22 | Jeffrey Kovel | Modular construction systems and methods |
US9657495B2 (en) * | 2015-10-14 | 2017-05-23 | James D. Lockwood | Crane system incorporated into a tower |
CN112091909A (zh) * | 2020-09-14 | 2020-12-18 | 泉州市元通科技服务有限公司 | 一种便于多角度拼装的高适用型建筑钢结构 |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2364353A1 (de) * | 1973-12-22 | 1975-06-26 | Salzgitter Stahlbau Gmbh | Raeumliche tragkonstruktion fuer hochbauten |
SU690150A1 (ru) * | 1974-09-13 | 1979-10-05 | Всесоюзный Проектный Институт Проектирования Объектов Жидищно-Гражданского Назначения И Индустриализации Их Строительства Энергожилиндустпроект | Кондуктор дл изготовлени объемных арматурных каркасов |
US3977147A (en) * | 1974-10-25 | 1976-08-31 | Nasa | Flanged major modular assembly jig |
SU763558A1 (ru) * | 1978-08-17 | 1980-09-15 | Ордена Трудового Красного Знамени Центральный Научно-Исследовательский И Проектный Институт Строительных Металлоконструкций | Кондуктор дл сборки строительных изделий |
IL61258A (en) * | 1980-10-13 | 1983-12-30 | Mordechai Shechter | Method of prefabricated construction and building structure constructed in accordance with such method |
-
1982
- 1982-01-22 CH CH398/82A patent/CH656412A5/de not_active IP Right Cessation
-
1983
- 1983-01-19 EP EP83900344A patent/EP0108755B1/de not_active Expired
- 1983-01-19 HU HU83425A patent/HU198767B/hu not_active IP Right Cessation
- 1983-01-19 WO PCT/EP1983/000014 patent/WO1983002634A1/en active IP Right Grant
- 1983-01-19 AT AT83900344T patent/ATE20934T1/de not_active IP Right Cessation
- 1983-01-19 AU AU11049/83A patent/AU1104983A/en not_active Abandoned
- 1983-01-19 US US06/545,377 patent/US4633641A/en not_active Expired - Fee Related
- 1983-01-19 DE DE8383900344T patent/DE3364564D1/de not_active Expired
- 1983-09-21 DK DK431183A patent/DK151720C/da not_active IP Right Cessation
- 1983-09-21 NO NO83833399A patent/NO168192C/no unknown
Non-Patent Citations (1)
Title |
---|
See references of WO8302634A1 * |
Also Published As
Publication number | Publication date |
---|---|
ATE20934T1 (de) | 1986-08-15 |
DE3364564D1 (en) | 1986-08-28 |
DK431183A (da) | 1983-09-21 |
NO168192B (no) | 1991-10-14 |
NO833399L (no) | 1983-09-21 |
NO168192C (no) | 1992-01-22 |
HU198767B (en) | 1989-11-28 |
US4633641A (en) | 1987-01-06 |
EP0108755B1 (de) | 1986-07-23 |
DK151720B (da) | 1987-12-28 |
CH656412A5 (de) | 1986-06-30 |
WO1983002634A1 (en) | 1983-08-04 |
DK151720C (da) | 1988-06-13 |
DK431183D0 (da) | 1983-09-21 |
AU1104983A (en) | 1983-08-12 |
HUT37196A (en) | 1985-11-28 |
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