EP0038800A1 - Ossature ouverte a base de cadres pour l'erection de constructions. - Google Patents

Ossature ouverte a base de cadres pour l'erection de constructions.

Info

Publication number
EP0038800A1
EP0038800A1 EP80901395A EP80901395A EP0038800A1 EP 0038800 A1 EP0038800 A1 EP 0038800A1 EP 80901395 A EP80901395 A EP 80901395A EP 80901395 A EP80901395 A EP 80901395A EP 0038800 A1 EP0038800 A1 EP 0038800A1
Authority
EP
European Patent Office
Prior art keywords
steel
elements
ceiling
height
basic
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
Application number
EP80901395A
Other languages
German (de)
English (en)
Other versions
EP0038800B1 (fr
Inventor
Helmuth Bayer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 to AT80901395T priority Critical patent/ATE5542T1/de
Application filed by Individual filed Critical Individual
Publication of EP0038800A1 publication Critical patent/EP0038800A1/fr
Application granted granted Critical
Publication of EP0038800B1 publication Critical patent/EP0038800B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E04F15/02447—Supporting structures
    • E04F15/02458—Framework supporting the panels
    • 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
    • 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
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/22—Connection of slabs, panels, sheets or the like to the supporting construction
    • 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
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus

Definitions

  • the invention enables the most extensive or real prefabricated building to be achieved.
  • the invention is based on the idea that finished buildings, which are handed over to their intended use, ready for operation and safe in a conventional solid construction, are divided into various cubes or disks of equal size, elongated blocks or disks (KUBEN) and then returned to industrial prefabrication and there via shell and Expansion to equip so far that they themselves have installations and central systems for building technology with objects and even built-in furniture, pendant lights and curtains as well as flat roof constructions and so on.
  • KUBEN elongated blocks or disks
  • Buildings of all kinds are composed of different components assigned to the respective purpose, which generally always take up a certain gross volume of the overall construction project.
  • Detached garden and tool sheds bus stops, small buildings for public and non-public supply systems with and without pits, sales pavilions, tank rooms of all kinds, garages individually in rows or stacked, parking garages, smaller industrial, hall and administration buildings, private swimming pools and single or Multi-family houses without special requirements, social housing, kindergartens, market halls, student and old people's homes and other dormitories for waiver or improvement purposes, buildings suitable for the disabled, shopping centers, petrol station systems with covered lanes, etc. - structures that can be dismantled and re-erected as mentioned.
  • elements (1) to (5) have a rectangular base and elements (6) to (10) have a square base the size of two elements (6) in each, taking into account a half-joint Element (1), two elements (7) each in the element (2), two elements (8) in the element (3), two elements (9) in the element (4) and two elements (10) in the element (5).
  • Drawing sheet 1 shows in Fig. 1 that the elements (1) to (5) are stackable on one another. This also applies to the elements (6) to (10) with each other.
  • Drawing sheet 2 shows in Fig. 2 that taking into account static requirements that bring changes only in the interior of the elements in the column and support beam area, the stackability of the elements (1) to (10) and thus the height of these elements buildings (even in graded form) are only limited due to the possible use of vertical transport devices (crane systems).
  • Fig. 2 shows that in the basement not only elements of a square base, for example elements (6) under element (1) or elements (7) under element (2), but for example also two elements (8) under one element ( 2) or (3) or (4) can be arranged.
  • KUBUS individual foundations can be used for foundation as shown in Fig. 2 under (11) and (12) or in-situ concrete structures such as foundation slabs as shown in Fig. 20 may be required his.
  • the height grid (A) results from the lowest elements (1), (6), (4) and (9) or (b: 4), their height dimension above all, (b) is the height dimension of the elements (2) and (7) about everything.
  • the elements (3) and (8) have an overall height of (b: 2).
  • the elements (5) and (10) are the only ones with the special height of (c) above all.
  • the most important criterion of all height dimensions, even with the most varied stacking of elements, is that they always have the same Slope ratio of (z) can be traversed. This is illustrated in drawing sheet 8 in FIG. 20 and drawing sheet 19 in FIG. 31. More details on the description of each individual element.
  • the EIUBUS elements in the shell with structural expansion and full technical expansion up to 90% are prefabricated in a factory, then transported and assembled on-site, the top priority for the choice of materials will be the weights of the shell structure, the expansion parts and all facilities as low as possible to keep.
  • the full-floor element (2) which may contain a heating center that is fully operational at the factory, which is located in a basement, or contains a fully-developed ventilation center that is to be moved as the last top floor.
  • an underground garage element (basic element (2)) can also have column cross sections of 0.50 m and support beam widths of 0.50 m for structural reasons and be made of reinforced concrete, for example B 350.
  • a basic KUBUS element (2) which only covers a fully developed part of a room for permanent occupancy, can also be used with column cross-sections of only 0.25 / 0.25 m and supporting beam widths of 0.25 m in lightweight concrete Construction.
  • the above-mentioned materials can be used for particularly heavily loaded unfinished ceilings and roof constructions. Apart from these, preferably only lightweight concrete roof and ceiling panels are installed. However, the thickness of the ceiling structures must not exceed 0.20 m.
  • Load-bearing walls are generally not required according to the prefabricated system registered here. So outer, house, fire, and all other inner partitions can be made from lightweight materials, solid or multi-layered up to 0.30 m thick, as far as permitted.
  • Drawing sheet 4 shows the KUBUS basic element (2) in Fig. 4 in longitudinal section, in Fig. 5 in horizontal section and in Figs. 6 and 7 in section.
  • the basic element (2) can still be used by choosing (s) as a full floor if the clear room height is required for offices or workplaces. By choosing the clear column spacing of (f) in the longitudinal direction, the basic element (2) is fully usable even for larger meeting rooms, whereby (f) becomes the room width and the required Length of the rooms can be achieved by lining up the basic elements (2). Space-intensive installations must then be dispensed with within this element - or it must be supplemented by adding one of the basic elements (3) or (4).
  • the basic element (2) with the concrete ceiling laid below and cement or industrial screeds lying above it, which run over the lower supporting ring beams (from element to element) can then already be fully used for the construction of industrial plants, underground garages, etc.
  • Drawing 8 shows in Fig. 20 the special stairwell element for full storeys (2 ') in longitudinal section to supplement the basic element (2). It is completely identical to the basic element (2) when used in single and two-family houses and also contains a double-flight straight staircase with two twelve steps (gradient ratio (z)), two platforms and a pedestal support beam at the width of the supports. These components are installed in the factory as part of the skeleton frame construction for the basic element (2).
  • Drawing sheet 9 shows in Fig. 21 the staircase special element (2 ') in the middle in the plan.
  • This element of the staircase shows that the upper and lower roof and ceiling supports have been eliminated beams wider staircases, which are integrated in wall panels between the supports in the longitudinal direction and it can therefore be used in general residential construction. Platforms and other structural parts as in the previously described full-floor elements (2) and (2 ').
  • Drawing sheet 9 shows two stairwell special elements (2'.2) in the center left in FIG. 21.
  • 2'.2 stairwell special elements
  • Only one staircase is hung on a wall panel between the supports.
  • a staircase results that can be installed in buildings with heavy public traffic.
  • Drawing sheet 9 shows two stairwell special elements (2'.1) in the center right in FIG. 21. These are characterized by the fact that they only have straight single stairs, the runs of which have the full clear width between two supports in the width direction and are clamped between two wall panels in the length direction. Two of these elements side by side with or without connecting the platforms form staircases for the heaviest public traffic.
  • Drawing sheet 9 shows in Fig. 21 top left the special elevator element (2.1) for a large cabin elevator, which, according to length and width, fills the full clear space between the four supports.
  • Drawing sheet 9 shows the basic element (2.2) with a partition in element width and correspondingly smaller elevator shaft in Fig. 21 bottom right.
  • drawing sheet 9 shows the basic element (2'.3) with a residential staircase with spiral steps through 180 ° is shown at the bottom right.
  • This staircase system is integrated in three wall panels on the outside.
  • Drawing sheet 9 shows the staircase element (2'.4) with a partition wall in the width of the element and a cantilevered round V / end staircase on the top right in Fig. 21.
  • Drawing sheet 9 shows the basic element (2'.5) in the top center of Fig. 21 with a partition in element width and an outside square spiral staircase.
  • the basic element (2.3) with a possible division into rooms by smaller wall panels (three pieces) is shown on the top right of drawing sheet 9.
  • Drawing sheet 9 shows in Fig. 21 bottom left the special elevator element (7.1) for a small cabin elevator, which according to length and width fills the full clear space between the four supports.
  • Drawing sheet 9 shows the stair element (7'.1) with a spiral staircase, which is also circular on the outside, at the bottom left in FIG. 21.
  • the stair element (7'.2) with a V-shaped staircase with an outer, square outline is shown in the bottom center of Fig. 21.
  • the KUBUS basic element (7) is also shown in width section in both directions in FIGS. 6 and 7.
  • Figures 6 and 7 also show that all KUBUS elements (1) to (10) are always set up and assembled at a joint distance of (2 »v).
  • Drawing sheet 5 shows the KUBUS basic elements (1) and (4) for foundation areas and the KUBUS elements (6) and (9) for foundation areas in Fig. 8 in a longitudinal section, in Fig. 9 in a horizontal section and in the figures 10 and 11 in width section.
  • These elements have the following construction parts with the KUBüS basic element (2): The head and foot constructions (13) and (21) and the lower outer cornice beam (20). They differ in the following features:
  • the four supports of the same cross-section and the same position (22) only have a height of (b: 4) ./. (2.v), above the cornice beam, the supports run around four sides of wall panel strips - longitudinal panels including angles in the longitudinal direction (27) and wall panels (30) centrally in the width direction (selected panel thickness of (u)), installation openings in lightweight materials are closed in the solid wall panels intended for breakthrough according to requirements of different sizes (23), (26) and (29), upper roof-ceiling tile support beams are integrated between the supports and the wall panels (25) and (32), lower roof-ceiling tile support beams as described above (24) and (31).
  • Drawing sheet 6 shows the KUBUS basic element (3) and the KUBUS basic element (8).
  • FIG. 12 shows the KUBUS basic element (3) in a longitudinal section
  • FIG. 13 shows the element (3) in a horizontal section
  • FIGS. 14 and 15 show the basic element (3) in two width sections.
  • FIGS 14 and 15 again show the element (8) in its longitudinal and width section.
  • the KUBUS basic element (3) has the same construction parts (13) to (21) except (17) as the basic element (2). The same applies to the KUBUS basic element (8) compared to the basic element (7).
  • the KUBUS basic elements (3) and (8) are components that are mostly used when there is a high additional space or technology requirement above the basic elements (2) and (7). However, they will also arise if there is a high additional foundation space requirement under elements (2) or (7).
  • Drawing sheet 7 shows the KUBUS basic elements (5) and (10).
  • the basic element (5) is shown in FIG. 16 in longitudinal section, in FIG. 17 in horizontal section and in FIGS. 18 and 19 in two width sections and the element (10) in the width sections in both directions.
  • the elements (5) and (10) differ from the elements (1), (4), (6) and (9) further by lower circumferential wall panes (41) and by installation openings as in the elements (1), (4 ), (6) and (9) but in other sizes (35), (36), (37), (38), (42) and (43).
  • the KUBUS basic elements (5) and (10) are always used when parapet, balcony and terrace enclosures have to be built or under or above elements already described, additional space is required in the foundation or technical area for installations .
  • Drawing 8 shows in Fig. 20, in addition to the elements (2 ') already described, the KUBUS staircase element (1') to supplement the basic element (1) with a stair landing and a short single-flight staircase to complement the KUBUS Basic element (3) the staircase supplement element (3 ') with a stair landing and a long straight stair run (length of the run equals a running length in the stairwell element (2')) and to complement the KUBUS basic element (5 ) the stairwell element (5 ') without a pedestal with only a short flight of stairs (e.g. in roof centers).
  • Drawing sheet 10 shows in Fig. 22 the application of KUBUS basic elements using the example of a rectangular model house.
  • the KUBUS basic elements (7) are shown in the center from top to bottom as a porch, hallway, wet room, dining and pantry, kitchen, edible bar with differential steps and the spiral staircase element with the respective proportions of external and internal walls, technical equipment and objects and the built-in furniture.
  • KUBUS elements (2) for a large bedroom, for a large bathroom (lowered), for a trim room with double-sided wet cells, for a guest room (two people), for a large dining room, for a living area with a winter garden and for a further living area - each with their proportions of external and internal walls, technical facilities and objects, fixed fixtures and loose furniture - in full equipment, so that the elements can leave the factory practically.
  • the KUBUS basic elements (2) are shown on the left outside from top to bottom with all structural, technical and other equipment for an office room with a porch, two office rooms each with a hallway part, utility room with hallway, children's room with hallway area, large winter garden with differential levels and a large fireplace room.
  • Drawing sheet 11 shows in Fig. 23 that when using BruBUS full-floor elements (2) and (7), even inconveniently cut plots - in this example sloping plot boundaries up to 45 - can be built on with the best possible use of the plot area.
  • Fig. 23 also shows further application examples of the full-floor elements (2) and (7) in residential construction in the application example for a model house in the ground floor plan, which is graded in its contours.
  • the KUBUS full-floor element (2) is shown in its use for a garage with equipment room and differential levels, a two-flight staircase with a 180 ° turn and pantry part, dining room with winter garden and part of edible bar, bathroom with shower and bidet - with toilet and anteroom and difference levels, closet and ladies room and swimming pool, which is lowered to the upper edge of the terrace.
  • Porch and corridor element, living space element with storage cupboard and stair element with a spiral staircase of the smallest diameter Porch and corridor element, living space element with storage cupboard and stair element with a spiral staircase of the smallest diameter.
  • KUBUS basic element (2) is used in this case represented as: storage room for solid fuels, boiler room with chimney and corridor part, work room with corridor part and tank room.
  • the KUBUS basic element (7) is represented as: house connection room and apartment cellar room.
  • the KUBUS basic element (5) is also shown in its application as a balcony with differential levels above the garage and as a terrace on the roof surface.
  • Fig. 24 also shows a further possible addition of the prescribed upper floor with a second upper floor
  • Fig. 24 also shows a further possible extension above the second floor, with a full KUBUS floor Element (7) and a full-floor element (2) are shown in their use as a laundry drying and sun terrace.
  • a building E + 3 can be built at regular intervals without any conversion costs.
  • Drawing sheet 13 shows in Fig. 25 in the application example for a rectangular model house that only three KUBUS full-floor elements (2) are sufficient to accommodate the ground floor of a single-family house with a spacious three-room apartment.
  • Drawing sheet 14 shows in FIG. 26 that for a full basement of the rectangular model house shown in FIG. 25, three further KUBUS full-floor elements (2) are sufficient to obtain the following rooms:
  • Boiler room room with oil tank, room for solid fuels, hobby room and house connection room.
  • Basement external staircases can be supplied as individual elements or, in whole or in part, can also be factory-connected to the full-floor elements.
  • Drawing sheet 15 shows in FIG. 27 a further application example of the KUBUS full-floor element (2) for a single-family dwelling with a rectangular base area without a basement.
  • Fig. 27 shows at the bottom left the section through the non-basement detached house in width through the element (2) with spiral staircase and a 45 ° gable roof.
  • Drawing sheet 16 illustrates in Fig. 28 in an application example for a Husterhaus in angled form the further application of KUBUS full-floor elements (2) and (7), whereby all elements from the application example under Fig. 27 can be used again after only minor conversion measures come. So when using KUBUS elements from one can not under Basemented rectangular medium-sized family house with a gable roof will be a large angular family house with full basement and hipped roof.
  • Fig. 28 also shows in the basement floor plan three full floor elements (2) according to their use for a large swimming pool with sauna and machine room and in the ground floor floor plan an element (7) for a covered terrace.
  • Drawing sheet 17 shows in Fig. 29 a longitudinal section through roof-ceiling panels of the elements (2) and (3).
  • Drawing sheet 17 shows in Fig. 29.2 two horizontal sections through roof-ceiling tile layers in the elements (7) and (8). These elements also have installation openings (93) with a cross section of (0.30 / 0.30 m) prepared in their four corners. The possible circular cutouts (50) from the ceiling tile layers are also indicated here.
  • Drawing sheet 17 shows in Fig. 29.3 the longitudinal section through a roof ceiling tile valid for the elements (2), (3), (7) and (8) as well as a section through the roof ceiling tiles in width for the elements (7) and (8).
  • Drawing sheet 18 shows in Fig. 30 the roof slabs for the elements (1), (4) and (5) in longitudinal section.
  • Drawing sheet 18 shows in Fig. 30.1 a horizontal section through ceiling roof panels of elements (1), (4) and (5).
  • Drawing sheet 18 shows in Fig. 30.2 two horizontal sections through the roof ceiling panels of elements (6), (9) and (10).
  • Drawing sheet 18 shows in Fig. 30.3 the longitudinal section through a roof ceiling panel in elements (1), (4), (5), (6), (9) and (10) and a section through the panel widths for the elements ( 6), (9) and (10).
  • Drawing 19 shows in Fig. 31 possible ceiling / roof tile positions in the diagram (vertical section) with an arbitrary arrangement of KUBUS basic elements (1) to (10) one below the other.
  • Fig. 31 clearly shows in the representation of the central stairwell that the KUBUS basic elements (1) to (10) are characterized as a special feature in that they can always be walked through with the same gradient ratio.
  • ceiling tiles can lie at any level within the vertical grid at the smallest distance of 0.85 m or in the normal grid of 1.05 m.
  • FIG. 32 provides only partial extracts for the formation of outer walls using gas concrete slabs 50 cm or 62.5 cm wide, as well as some examples of additional ones Arrangement of auxiliary supports insofar as these are statically required.
  • outer wall element joint (87) by placing a fitting plate from support to pillar, outer wall element joint (88) by truncated pyramid-shaped fitting plate, outer wall element joint (89) by placing a fitting plate between two "outer walls", outer wall element joint (91) through T-shaped fitting to the outer edge of the cornice and placing a fitting plate between two "outer walls”.
  • Drawing sheet 21 shows in Fig. 33 in a perspective diagram with sections the most important construction details of the KUBUS basic elements (2), (3), (7) and (8) which have been described up to here, supplemented by external walls and roof ceiling panels become.
  • Fig. 33 also shows three further design features for building using KUBUS basic elements: Basically, all of the cornice beams running around the top and bottom of the outside are designed in the form of a water leg (upper slope and lower water nose) in their outer third.
  • KUBUS basic elements (2), (3), (7) and (8) have four circumferential anchor rail rings - profiles according to structural requirements - in the middle of the inner sides of the supports and upper, especially for absorbing external wall loads - and undersides of the support beams lying.
  • Drawing sheet 22 shows the largest possible outer wall openings in Fig. 34.
  • the width and length of the KUBUS basic elements (2) and (7) can always extend from column to column. Even the narrow strip between two supports in the transition from element to element can be used in the full width of the support spacing to create openings in the outer wall area.
  • the clear height dimension depends on the respective use or the degree of expansion of the KUBUS full-floor elements.
  • the full clear interior height can always be the height for the outer wall openings to be created.
  • the horizontal lines that result from the construction of the KUBUS basic elements (1) to (10) and the cornice beams that run continuously through the top and bottom can be used.
  • Mandatory visible outer wall joints only occur with restrictions at intervals of the length of the KUBUS basic elements (1) to (10) over everything in the joint area from element to element.
  • the solid wall connections developed for element-to-element external wall connections offer an optical outer facade division: wall plate with a truncated pyramid-shaped cross-section (88) (forming two vertical joints at a greater distance) and the T-shaped wall connection part that is flush with the projecting cornice beams on the outside , in conjunction with the horizontal element joints and cornice beams, extremely varied options for structuring the facade for a wide variety of building projects.
  • Drawing sheet 23 shows in Fig. 35 from the myriad of possibilities of opening designs in outer walls some examples in vertical section.
  • Fig. 35 shows a double window-door construction with an internal blind at the top left outside with a height from the suspended ceiling to the raised floor or to the floor above the bare ceiling (96).
  • a double window door system (97; with a small roller blind box lying above the suspended ceiling, with the roller blind running between the window constructions, is shown in the top center right at the same heights mentioned.
  • Fig. 35 also shows at the bottom left outside that the largest roller shutter boxes (103) for door / window heights of around 3.00 m always form a visible lintel box even under suspended ceilings.
  • Fig. 35 shows two further possibilities at the bottom right, which are given in height in the case of door window constructions, if these lead from suspended ceilings to raised floors or to floor constructions on bare ceilings.
  • a simple door-window element with fighter divisions at the top and bottom (101) and box for indirect lighting (102) on the lintel.
  • a simple window / door combination with only one lower fighter and one roller blind box (100) is shown at the bottom right.
  • Drawing sheet 24 shows inner walls in FIG. 36. These are fundamentally not load-bearing when building with KUBUS elements.
  • Fig. 36 shows from the myriad of possible variations due to the layout, only a few examples of inner walls which are massively assembled from gas concrete slabs.
  • FIG. 36 also shows a gas concrete slab having a truncated pyramid-shaped cross section (119) or a rectangular slab (120) to be inserted bluntly.
  • Drawing sheet 25 shows in Fig. 37 interior walls in vertical width section in their different heights.
  • Drawing sheet 25 shows in Fig. 37 below from left to right the height of further inner walls in section such as: Weakest partition wall only 10 cm thick to the underside of the upper inner support beam (129), a 15 cm thick inner wall from the upper edge of the unfinished ceiling to the lower edge of the unfinished ceiling (130), example of an interior wall that was not designed to be as high as the room through a raised floor (131) that was used during construction KUBUS elements best fire / house or apartment partition 20 cm thick in the height from the top to the bottom and bottom of the upper cornice beams (like an outer wall) (132), a partition only 10 cm thick with the top of a suspended ceiling ending (133) and another Fire or Apartment partition wall with a thickness of 20 cm, but its height only extends from the lower to the upper support beam (134).
  • Weakest partition wall only 10 cm thick to the underside of the upper inner support beam (129) a 15 cm thick inner wall from the upper edge of the unfinished ceiling to the lower edge of the unfinished ceiling (130)
  • inside walls can have the same height as the outside walls, basically all possible types of inside walls with a joint spacing (v: 2) are placed on the upper sides of the supporting ring beams or on the lower ceiling panels.
  • Drawing sheet 26 shows in Fig. 38 top left construction and assembly details such as joints, anchors and bearings for ceilings and walls.
  • FIG. 38 Gas concrete outer wall elements have threaded bolts connected to the reinforcement.
  • the end faces of the support ring beams are glued on with thermal insulation.
  • the outer wall is placed on a rubber or soft PVC profile (v: 2) high on the outer lower cornice beam.
  • the threaded bolts are anchored and aligned using steel angle plates in the anchor channels, which are embedded in the center of the supports.
  • the resulting joints (v: 2) between the outer wall panels and the upper and lower cornice beams and the upper and lower support beams are stuffed with thermal insulation material and permanently sealed at their outer ends. Loads from the outer walls are not reduced to this, when building with IIUBUS elements lower cornice beams removed.
  • Ceiling and roof panels made of heavy or lightweight concrete are also generally stored on the inner circumferential supporting ring beams on (v: 2) high rubber or soft PVC joint tapes.
  • the resulting vertical and horizontal joints are either filled with a plastic mortar, or stuffed with thermal insulation material and, if necessary, sealed with a permanent elastic seal.
  • Fig. 38 steel connection angles are shown, the size and number of pieces for the attachment of outer walls in the circumferential anchor channels depends on the structural analysis. This also applies to the arrangement of mounting brackets.
  • Fig. 38 shows on the right the already described possibility of mounting the outer walls by fastening in the lintel area against the underside of the upper support ring beam or the attachment of the outer wall base area against the upper side of the lower support ring beam and only a medium mounting angle against the support.
  • Drawing sheet 26 shows in Fig. 39 the formation and assembly of fire walls for the KUBUS element frame and for ceilings with their joint, anchor and bearing connections.
  • FIG. 39 shows in its left half a fire wall on the left, which closes from the top of the lower ceiling to the underside of the upper ceiling.
  • a steel T-profile with a short standing bridge is attached to the lower ceiling. Right and left of this web are glued joint strips of rubber or W e I PVC.
  • a steel T-profile is also used against the underside of the upper ceiling, but with a longer standing bridge attached.
  • the gas concrete fire wall panels shown have a groove at the top and bottom, the upper one being deeper than the lower one.
  • the lower bar bearing construction is surrounded with cement or plastic mortar, the wall plate with its upper groove is pushed up to the stop over the upper bar and lowered over the lower bar and bearing profiles.
  • the top groove and joint to the ceiling are closed in pure cement mortar or briefly plastic plastic mortar.
  • the already closed joints to the ceilings above and below are then permanently elastic on both sides. Instead of the mortar joints, cement-asbestos fibers can also be used to close.
  • Fig. 39 shows in the left half on the right a fire wall with assembly, but advantageously arranged above against the end face of the circumferential supporting ring beam.
  • fastening by means of steel mounting brackets against the underside of the supporting ring beam and to the fire wall surface is possible. This angle and its steel fastening parts are to be covered with a known fire protection material.
  • a fire wall is shown on the right-hand side, which corresponds to the height and arrangement of the KUBUS structural element frame of an external wall.
  • This wall can initially be set up using the same means as already described and installed as a fire wall against the front sides of the upper and lower supporting ring beams and to the cornice beams. However, this wall is held and supported by the three steel mounting brackets. Again, however, including the anchor channels, these must be covered with known fire protection materials.
  • Drawing sheet 26 shows the formation and assembly of interior partitions of light design with their joints, anchors and bearings.
  • Fig. 40 shows in the left half the assembly of inner walls - for example made of solid gas concrete slabs - if these do not close off against a raw component of the KUBUS elements. These are placed on a joint profile tape (v: 2) high between two continuous ones Steel angle rails placed on the bare ceiling. These walls are held at the top by superimposed U-steel profiles, which are mounted against massive outer wall panels using steel angle plates.
  • a double-shell lightweight partition is shown on the right, the height of which does not lead to massive parts of the KUBUS body shell and is therefore assembled with all parts as already described.
  • Fig. 40 shows in its right half inner walls with their mounting parts when these walls connect to the top of raw components (KUBU element frames or ceiling panels).
  • raw components KUBU element frames or ceiling panels.
  • Fig. 40 also shows on the far right assemblies of double-walled lightweight partition walls against a solid ceiling also at the top. It makes sense to mount these walls above and below between steel angles running through on both sides.
  • Drawing sheet 26 shows bottom and right in Fig. 41 outer and inner walls with their wall connections from KUBUS element to element over the element joints in a horizontal surface section and at the bottom the position of vertical outer wall joints according to architectural requirements in the facade view.
  • Fig. 41 shows at the very top the connection of solid gas concrete inner walls with a thickness of 15 cm by means of a truncated pyramid of shaped wall panels »Below this, Fig. 41 shows the same connection for a 10 cm thick gas concrete inner wall.
  • Fig. 41 shows the wall connection for a 10 cm thick, double-skin lightweight wall by planking on both sides against H-shaped upright profiles. Below this, however, the same wall connection is shown for a light double-skin partition with a thickness of 15 cm.
  • Fig. 41 shows truncated pyramid-shaped wall panels for closing between KUBUS elements in the outer facade area and below, as influenced by the choice of differently wide connecting panels.
  • Location of the vertical facade joints can be taken in the view.
  • V / ie already described for the outer walls in Fig. 38 threaded bolts also protrude from the truncated pyramid-shaped outer wall panels.
  • these element connecting plates are provided with thermal insulation strips on their narrow, sloping faces and in front of and behind them permanently elastic joints all around.
  • U-shaped steel brackets made of square tube with round openings are fastened between two supports from one element to the other in the vertical anchor rails of the supports.
  • the threaded bolts of the truncated pyramid-shaped wall plate are pushed through these openings. By tightening nuts, these wall panels are pressed in between the outer wall ends of two elements flush with them on the outside.
  • Drawing sheet 27 shows in Fig. 42 the possibilities of a column head and column foot formation 'A' on the left half of the sheet and the possibility of a column head and column foot formation 'B' on the right side.
  • the column foot designs were especially invented in the size shown by up to 90% structural and technical as well as furnishings completed KUBUS basic elements (2), (3), (7) and (8) after movements in the vertical both during the Factory production - especially in the case of on-site assembly to ensure the softest possible placement when stacking the KUBUS basic elements on top of each other.
  • column foot designs according to 'A' or 'B' but used in smaller and weaker forms.
  • the column head design 'A' consists of a solid steel plate with the thickness of (v) and a base area that corresponds to the cross section of the respective element columns.
  • the column head plate is pierced in the middle by an upper round opening at a height of (v: 2) and a lower round opening which has a smaller diameter - also in height (v: 2).
  • a steel sleeve with an internal thread is attached under the solid steel plate. This has the same inner diameter as the lower, smaller circular opening in the column head plate and is closed from below by a metal plate.
  • the dimensions of the column head designs according to 'A' and 'B * are verified in the course of the structural analysis for the KUBUS raw element frames, including their anchoring. After that, the strengths of the eyelet screws and the diameter of the sleeve tubes will be determined. Immediately after the settling process on site has been completed, the eyebolts are removed and the open threaded sleeves are closed by inserting metal plates.
  • the four column base designs of the respective KUBUS elements have the same solid steel plates as base plates with a height of (v) as the column head plates with a central opening in the largest diameter (inside) of the steel tube directly attached to the base plate with an upper lid closure.
  • strong springs made of special steel are fastened in the center of the cover of the steel cylinder described above.
  • these springs are calculated so that when the elements are in suspension, they relax only to such an extent that the outer steel sleeve to which they are connected at the lower end is still guided within the steel shell surrounding them, the outermost cylinder and the opening in the footplate becomes.
  • the steel spring itself can only move in the innermost steel tube with the smallest diameter, which is attached to the lid of the steel tube with the largest diameter.
  • Fig. 42 shows the column foot formation 'B' at the top right.
  • This consists of a solid steel base plate in the shapes and dimensions already described. However, it has a circular opening with the largest diameter. This is also the inside diameter of the steel cylinder above it, which is connected to the footplate and covered at the top.
  • a special shock absorber is attached to the inside of the steel cylinder surrounding it by means of two eyelet constructions.
  • the underlying KUBUS basic elements must be equipped with the column head designs 'B'. These have clearances in the form of a segment of a circle in the top plate and cover plate above the threaded sleeves - the upper diameter is larger than the lower special shock absorber end that snaps into it. 42 also shows connections to the column head and foot plates with each other in the left and in the right half of the sheet. In the middle on the far left, the head and foot plates are welded to one another by means of a flat steel strip which covers the joint of the plates. On the left half of the sheet, in the center right, only a welded connection is shown at the transition from the top to the bottom plate.
  • connection work described above is carried out within the joints resulting from the stacking of KUBUS basic elements with a work area of (2.v) height.
  • Drawing sheet 28 shows possible anchor connections in the vertical and in the horizontal plane in FIG. 43.
  • Various connections between or within the KUBUS basic elements (2), (3), (7) and (8) are shown at random. The exact nature of these connections within or between elements will always be determined on a case-by-case basis by the static analysis. This also applies to the entire measurement of all individual parts.
  • Fig. 43 shows wind anchor connections, as required between the supporting parts of the KUBUS basic elements (2), (3), (7) and (8) themselves or in the gaps from element to element in the vertical plane be installed diagonally. This can be done in the aforementioned areas within or between two elements in a crossed form to all four corners.
  • Drawing sheet 29 in FIG. 44 shows wind anchor connections to be used diagonally in the vertical plane and anchor connections in the horizontal plane.
  • anchor connections are shown both in rigid constructions and in movable constructions by using springs. The latter will be used preferentially when building in earthquake-prone areas.
  • Fig. 44 shows in vertical sections through supports directly under the support head - or directly above the support foot formations as shown in Fig. 42 that four cross-threaded bushings are embedded in the supports, which connections for all four support sides provide horizontal anchors.
  • two threaded steel bushes opposite each other, protruding steel threaded pieces in front of the supports are screwed in.
  • Rod ends on both sides of a steel rod are used to make the connection. This makes it possible to compensate for smaller tolerances that arise when the KUBUS basic elements are stacked in height.
  • a shorter threaded bushing is pushed over a joint head, the depth of which corresponds to the thread length by which a steel threaded piece protrudes in front of the support.
  • Drawing sheet 29 shows in the middle the vertical, diagonal, also crosswise possible wind anchor connections. In addition to the representations, these can also be used in mirror image within the KUBUS basic elements (2), (3) (7) and (8).
  • the round steel cross is shown in the horizontal section with the option of attaching anchors to all four support sides. From the vertical sections it can be seen that these round steel crosses are always directly below the upper cross bushings - or immediately above the lower cross bushings in the supports.
  • a flexible but still exciting diagonal wind anchor connection is achieved by taking a piece out of the round steel rod described above and placing a special steel spring in this gap.
  • Drawing sheet 30 shows in Fig. 45 ceiling constructions (suspended) with the ceiling suspension constructions developed for building with KUBUS basic elements in a vertical section.
  • suspension rods In the case of very heavy suspended ceilings and solid ceilings made of gas concrete, it is possible to penetrate them with the suspension rods and create cross anchors at the top. Suspended ceilings are also resiliently suspended due to the elastic support joints of the solid ceilings, but in addition the suspension rods are attached at their upper ends by means of springs that can contribute to a soft ceiling suspension.
  • the formation of suspended ceilings is basically also possible in a graduated form.
  • steel is used in the width direction of the elements at a distance from the suspension structures from ceiling-roof support beams to ceiling-roof support beams -T rails mounted and the described Sloping structures attached.
  • suspension constructions for suspended ceilings developed for building with KUBUS elements are characterized by the fact that up to 90% of suspended ceilings are prefabricated element by element in the factory for the first time and after installation of the elements by the customer, a compensation of low height tolerances from element to element by area-wise lifting or Lowering can be done without dismantling the ceiling.
  • the drawing sheet 30 in FIG. 46 also shows the floor constructions (erected on top) specially developed for this purpose for building with KUBUS basic elements (but only for elements (2) and (7)) in vertical section.
  • Known floor construction types can only be used for very heavily used top coverings (e.g. in industry) and for floors in IT wet rooms.
  • Drawing sheet 31 shows in horizontal sections the ceiling hanger arrangements in Fig. 47 and the stilts It is of particular importance, as shown in the upper half of the sheet, when building with KUBUS elements (2) and (7) that, compared to the known suspended ceiling and installation floor systems, larger-sized ceiling and floor slabs up to 1.00 / 1.00 m and be laid larger.
  • V / ie also shown in FIGS. 47 and 48, connections between ceiling hangers with each other and connections between stilts with each other square over all four corners, but also in strips in both directions with only individual stiffeners in the opposite directions can be connected.
  • drawing sheet 32 shows detailed sections through the ceiling-suspension constructions specially developed for building with KUBUS elements - from right to left - including the anchorages:
  • a head plate is connected to a raw ceiling made of lightweight material using two gas concrete dowels and special screws.
  • a round steel rod is attached in the middle of the head plate. The length of this rod depends on the height of the ceiling to be suspended.
  • a threaded bushing is attached centrally to the steel rod with its upper cover.
  • the steel tube piece is closed at the top with an upper steel cover, which has a correspondingly large round central opening.
  • a solid steel cylinder has a large deep notch at the bottom and a round top plate at the top, the diameter of which is slightly smaller than the inside diameter of the steel tube.
  • Small ball bearings are embedded on the top of this head plate and a steel threaded bolt is attached in the center. This bolt is screwed through the opening of the steel tube cover to the threaded bushing so that a third of the thread height remains free.
  • a small square or round opening inside the suspended ceiling above the notch of the steel cylinder enables readjustment at any time.
  • FIG. 49 shows a ceiling hanger construction, the round steel hanger of which is held by a loop in the surface of a lightweight concrete ceiling via a cross bar and has a threaded piece with a small footplate at its lower end.
  • a longer piece of steel pipe has a threaded insert in its upper third. This is used to screw the steel pipe to the threaded part of the round steel hanger up to the upper end.
  • the possibility of hanging the ceiling is the same as for the ceiling hanger shown on the right. For readjustment, however, the ceiling must be loosened here in order to be able to turn the entire steel tube with the four hooks in total.
  • Fig. 49 shows a ceiling-suspension construction in the middle left, which is connected to it in a heavy concrete component via an anchor rail.
  • the round steel hanger is anchored in it.
  • a threaded tube is inserted into a steel pipe section that is open on both sides up to a lower third of the height.
  • a threaded bolt which is attached to a notch at the bottom and receives a peripheral support edge, is fully inserted into the Screwed steel pipe piece and receives a small head plate that prevents the threaded bolt from spinning downwards.
  • a steel ring in the shape of an upside down L's with the attached hooks for the ceiling suspension was pushed over. With this ceiling hanger construction, it is also possible to readjust through the round or square openings in the finished ceiling.
  • Fig. 49 shows the ceiling hanger construction shown on the far right in the view, but with an anchoring in a heavy concrete component by means of a circular segment shell with a crossbar open at the bottom.
  • the round steel hanger is bent over and secured against opening below the shell to form the round steel.
  • two small flat steel plates can be fixed against the steel tube at a distance. These then serve as supports for T-steel rails (similar to Fig. 50, top right) when cross beams, for example across wide ventilation ducts, are required within suspended ceilings.
  • Drawing sheet 32 shows in the lower half in Fig. 50 the element-specific specially developed floor stilts construction in vertical sections and a partial view.
  • a pipe section made of steel with an internal thread is placed on the steel base plate up to a height of two thirds of the pipe section put on. From above, a long round steel bolt with a lower thread is screwed in length like the internal thread in the pipe section with a smooth upper part with a final deep notch. Then the steel tube section is closed at the top around the bolt by a steel ring cover and a steel plate ring is attached to the smooth bolt part.
  • Fig. 50 shows in a section on the right side directly in front of the ring plates that between the latter, the aforementioned ring plate and the steel tube outer jacket, two steel support plates, which conically widen upwards, are always inserted at the same distance from one another.
  • T-steel rails are placed between and on these support plates to form the base plate layer grid.
  • the support plates are positioned lower on the upper pipe section by the material thickness of the T-steel rails.
  • the T-steel rails do not quite reach the outer jacket of the upper pipe section and the tops of support plates and T-rails as well as the pipe section are covered with a hood made of rubber or soft PVC from above.
  • the rubber or soft PVC stickers on the tops of support plates and T-rails have a strip shape.
  • the height of the stilts constructions depends on the distance between the top floors and the raw ceilings.
  • the lower stirrer and the total bolt must be extended or shortened accordingly.
  • All parts of the ceiling suspension and floor support structures are statically verified in all their parts from case to case.
  • the entire steel components are made of stainless steel or coated permanently against rust.
  • the special element (1 ") as a balcony element.
  • a cantilevered concrete slab is connected to the full length of the lower supporting beam in the longitudinal direction of the element (2).
  • the balcony slab has a width of ((a: 2-v): 2).
  • the special element (2 ) has on one long side a balcony slab that is also connected to the lower supporting beam, but has a circular segment-shaped base with a pitch of ((a: 2-v): 2).
  • the special element (3 ") is designed like the KUBUS basic element (7), but with a rectangular balcony slab of the same depth as that described for element (1"), which is additionally worked onto the lower supporting beams in the longitudinal or width direction.
  • the special element (4 ") differs from the special element (3") in that the attached balcony plate is not rectangular but semi-circular.
  • the special element (5 ) is designed like the special element (1") but supplemented by an additional balcony plate, as described above, on the wide side.
  • the special element (6 ) consists of the special element (2") but is also supplemented by an additional balcony plate on the width side.
  • the special element (7 ) is designed like the element (3") but has an additional balcony plate worked on in a corner.
  • the special element (8 ) consists of the special element (4") and has an additional balcony plate arranged in a corner.
  • the basic KUBUS elements (2), (3), (7) and (8) can also be modified with round supports and rounded lower support beam rings as special elements (9 "), (10"), (11 ") and (12").
  • An approximately 100.00 m long and 60.00 m wide industrial building with a pitched roof in the longitudinal direction and on both eaves approx.10.00 m high above the ground has a hall warehouse in the middle in the longitudinal direction in which the reinforcement structures are prepared.
  • the required concrete can also be delivered to the factory as ready-mixed concrete.
  • Two oval production lines run around the warehouse.
  • the long straight lines of these production lines lead via four gates in the narrow sides of the hall to about 100 m into the storage spaces in front and behind the industrial site.
  • Over the two oval production lines in the hall and their straight extensions into the terrain there are trolley constructions at approx. 10.00 m height with square special traverses hanging underneath, which are able to support KUBUS grounds weighing up to 20 tonnes and 90% removed -Elements can be easily lifted and transported horizontally.
  • the two production lines to the right of the warehouse are used to manufacture the structural elements.
  • the import of steel formwork, the other steel construction parts, aggregates for the concrete production as well as all element-related wall and ceiling panels takes place via the two front gates of the hall.
  • the elements are brought to the two production lines for expansion via the rear left gates.
  • the up to 90% completed KUBUS building elements are transported over the straight extensions of the finishing production line through the two front gates and temporarily stored on site. Unless they have four outer walls and a finished flat roof construction, they are again protected against the weather by a cover made of transparent film.
  • the four steel cables are guided vertically over special steel crossbeams - corner distances corresponding to the rectangular bases of the elements (1) to (3) and the square bases of the elements (6) to (10).
  • a spring structure can be installed in front of the crane rope hook where the four steel cables meet at the intersection of the diagonals above the basic surfaces of the elements.
  • the KUBUS basic elements To attach the KUBUS basic elements to each other, it is advisable to build a gauge that consists of five square steel tubes with the same cross-sections of 9/9 cm, which are welded together so that they form a cross.
  • the four outer tubes have the same height of (b) a full-floor element.
  • the central core steel tube still protrudes the other four tubes by approx. 1.00 m.
  • In the four inner corners are extended up to the top edge of the core tube by welding eight right-angled sheet steel triangles with a height of 1.00 m.
  • the floating elements are placed in these extended inner angles and guided when lowering.
  • Prefabricated construction according to the invention means that seasonal employment problems in the entire building construction industry are completely eliminated - achieved by: building the shell, structural expansion, technical expansion, structural facilities and furniture up to 90% in existing large-scale precast plants of concrete or steel construction and erection of the building in absolute dry assembly on site in every season.
  • prefabricated construction and its assembly also means reversing the building construction - that is, disassembly under the simplest and most cost-effective conditions.
  • Prefabricated construction according to the invention means here: Factory equipment of the KUBUS sub-room elements without restriction, even with pendant lights, curtains and highly sensitive electrical or electronic devices and even with loose furniture, glazing and exterior finishes, - since external transport protection is provided and support leg designs are available according to the invention, ensure the softest placement of the finished room elements during transport and assembly.
  • Prefabricated construction using the KUBUS construction elements also always enables full development options for plots of land with the greatest possible utilization of the respectively approved construction volumes.
  • z. B. on a plot of land at the time of development only five full storeys are permitted over the site - on the other hand, due to a certain development of the construction area, later permissible development by high-rise buildings is to be expected - this can be taken into account by the slightest additional measures in the construction of the lower storeys become.
  • the original five-storey building can in turn develop into a spacious high-rise complex when using KUBUS building elements.
  • a KUBUS kitchen element (2) and a living / bedroom element (2) can be placed in the middle of the property, provided that the planning has been coordinated with it, and over the years (also at intervals of ten or more years) to a large z.
  • B. Develop twelve-room house with separate apartment and office space. Should there be a change in planning in this process, it is possible without further ado z.
  • the use of the system according to the invention for erected floor constructions offers extremely attractive but also cost-saving possibilities for installation, technical expansion and the use of materials for floor covering tiles which have hitherto been used little or not for this purpose.
  • full free installation options are possible within the KUBUS elements without any mortising and milling work.
  • Underfloor heating based on all known heating systems in a modification free laying is conceivable.
  • wet cells and wet rooms all of the electrical cables can be laid in drainage pipes on the bare ceilings or in built-in cable ducts.
  • Electrical installation systems that themselves provide switches and all other operating elements and power consumption parts within the floors can be fully used and offer the possibility that it becomes child's play to relocate a socket or a switch to another location related to the furniture.
  • KUBUS basic element for high additional space, technology or foundation requirements - square base
  • Ceiling support beam (selected 3.525 m - variable -) (q) Clear height dimension of the upper supporting ring beam from the outside (selected 0.275 m - variable -) (r) Clear height dimension for supports (selected 1.20 m - variable -) (s) light (Longitudinal) and width dimension of 2.40 m between ceiling support beams (t) depth dimension of 0.10 m for narrow outer circumferential

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Residential Or Office Buildings (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

La structure est constituee d'un cadre superieur en forme de Z et d'un cadre inferieur en forme de T inverse relies dans leurs angles exterieurs par quatre supports de la hauteur d'un etage et dont les sections sont adaptees aux efforts statiques. La structure forme ainsi un caisson ouvert de tout cote, regulier dans ses mesures exterieures et constitue une partie du cube du volume d'un etage. Vers le haut et vers le bas les cadres sont prolonges par des appuis formes de plaques de tetes et de pieds. Ces elements sont completes par des cadres plus petits avec les memes caracteristiques de construction pour menager des vides techniques.
EP80901395A 1979-07-19 1981-02-09 Ossature ouverte a base de cadres pour l'erection de constructions Expired EP0038800B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT80901395T ATE5542T1 (de) 1979-07-19 1980-07-09 Offenes skelett-rahmensystem zur errichtung von bauwerken.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE2929197A DE2929197C2 (de) 1979-07-19 1979-07-19 Offenes Skelettrahmenelement aus Stahlbeton
DE2929197 1979-07-19

Publications (2)

Publication Number Publication Date
EP0038800A1 true EP0038800A1 (fr) 1981-11-04
EP0038800B1 EP0038800B1 (fr) 1983-12-07

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EP80901395A Expired EP0038800B1 (fr) 1979-07-19 1981-02-09 Ossature ouverte a base de cadres pour l'erection de constructions

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Country Link
US (1) US4586299A (fr)
EP (1) EP0038800B1 (fr)
AU (1) AU546945B2 (fr)
DE (1) DE2929197C2 (fr)
WO (1) WO1981000271A1 (fr)

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Also Published As

Publication number Publication date
DE2929197A1 (de) 1981-01-29
EP0038800B1 (fr) 1983-12-07
AU6124680A (en) 1981-02-13
US4586299A (en) 1986-05-06
AU546945B2 (en) 1985-09-26
DE2929197C2 (de) 1983-07-14
WO1981000271A1 (fr) 1981-02-05

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