EP1566504B1 - Verstärkte Gestelle für Schalung, Verbau, Gerüstbau und dergleichen - Google Patents

Verstärkte Gestelle für Schalung, Verbau, Gerüstbau und dergleichen Download PDF

Info

Publication number
EP1566504B1
EP1566504B1 EP04380040A EP04380040A EP1566504B1 EP 1566504 B1 EP1566504 B1 EP 1566504B1 EP 04380040 A EP04380040 A EP 04380040A EP 04380040 A EP04380040 A EP 04380040A EP 1566504 B1 EP1566504 B1 EP 1566504B1
Authority
EP
European Patent Office
Prior art keywords
beams
lightening holes
equal
smaller diameter
larger diameter
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.)
Expired - Lifetime
Application number
EP04380040A
Other languages
English (en)
French (fr)
Other versions
EP1566504A1 (de
Inventor
Julio Angel Barba Castro
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
Application filed by Individual filed Critical Individual
Priority to AT04380040T priority Critical patent/ATE417170T1/de
Priority to EP04380040A priority patent/EP1566504B1/de
Priority to ES04380040T priority patent/ES2319419T3/es
Priority to DE602004018261T priority patent/DE602004018261D1/de
Publication of EP1566504A1 publication Critical patent/EP1566504A1/de
Application granted granted Critical
Publication of EP1566504B1 publication Critical patent/EP1566504B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts 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
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
    • E04G1/12—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means comprising members of special, e.g. composite, cross-section or with lugs or the like or lateral apertures for supporting or attaching other members
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2469—Profile with an array of connection holes
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor

Definitions

  • the system is significantly based on or supported by a metal "I"-beam of those integrated by the connection of a double "C"-shaped section profile having bent flanges connected or overlapped by their respective webs, facing one another and separated by spaced and equidistant transverse welded anchor pins.
  • Beams in combination with a series of accessories, complying with several structuring, reinforcing, shoring, scaffolding functions, and for other purposes in any type of public or private work or construction processes, consisting of a metal beam manufactured in a sheet galvanized or treated against oxidation due to its broadest use being exposed to the elements, beams which must preferably have great resistance to stresses in any working sense and to the loads they must support, and which, preferably, are more recommendable the lighter and less heavy they are.
  • Said beams are doubly lightened in the web of each side and in absolute transverse coincidence of their housings. In short, it is the same reverse profile facing at their webs and connected by welded transverse brackets.
  • Both systems are constituted of "I"-beams formed by two "C”-shaped profiles having bent flanges, connected at their respective webs by means of transverse anchor pins.
  • the first beams have diamond-shaped openworks having rounded edges in their webs with a very short equidistance and broad span, having intercalated ribs in the form of a cross, which are ribs parallel to the sides of each openwork, and which in the center of these are provided with one or two boreholes, depending on the section, in this case aligned according to the vertical axis.
  • the second ones have circular-shaped aligned openworks, having a somewhat smaller span with regard to the section, which is approximately 40%, and provided with circumscribed boreholes arranged in orthogonal formation with regard to the central openwork.
  • the web is provided with reinforcements in the area affected by the openwork and by the boreholes. This borehole arrangement is made on the first two end openworks and on every third openwork on the rest of the beam.
  • the section of the beams is invariable in the first and second case.
  • connectors are used which are provided with a maximum of eight connection ways, a circumstance making it unfeasible to bend the reinforced horizontal axis of the frame which, logically, has certain resistance conditions.
  • the invention tries to rationalize and use the working moments of said beams in order to adapt them such that, combined with one another, it is not necessary to use beams having an excess dimension in relation to the stresses they must carry out or the loads they must support; therefore, two beams have been provided having different sections but which are directly complementary for being able to be combined or joined together using practically ambivalent means and parts; very simple and lightened beams which, according to the calculation carried out, effectively comply with the working task they must carry out.
  • the new development provided by the beam of the invention in its two versions, is defined by a series of strategically arranged lightening holes for coupling a group of additional complements, converting it into the only beam known which, with dimensions and thicknesses smaller than those existing, much better defines its resistant capabilities since the lightening holes are understood as exclusively functional and not mainly aesthetic or commercial.
  • the object of the invention since it is a prefabricated metal beam, allows being used in any sector needing structural solutions of any type, no matter how complex they are, not necessarily having to manufacture said frames for exclusive use on that job.
  • the beam having a smaller section shares the same lightening holes of equal size (for example 60 mm) as the beam having the larger section, even though it has a smaller section as mentioned, and with regard to thicknesses, its second order application being a very versatile and resistant purlin which, since it shares the same distances between axes on beam beginning and end cover plates as those which the beam having a larger section has, can be perfectly combined with one another and accessories can be exchanged which, in this case, become common to the two beams.
  • the invention consists of the development of light, hollow "I"-beams made up of two "C"-shaped profiles for example 3 mm thick, having bent flanges, separated by corresponding spaced transverse anchor pins, having flat webs and in two versions having a different section, the smallest one, which is called purlin, being for example 19% smaller, and the bases of the beam having the larger section, which is called main beam, are equal to those of the beam having the smaller section, or purlin, and to the measurements of the base of the latter, such that the additional beginning and end cover plates of the beams have a different set up but equal distribution of the lightening holes and anchoring or fixing holes.
  • both beams, the main beam and the purlin also have the same developments and equivalent distribution and sizes in the lightening hole means and in the complementary anchoring and fixing means.
  • the lightening holes are for example circular transverse openworks equal in both beams, for example 60 mm in diameter
  • the anchoring through holes are also equal in both beams, for example 18 mm in diameter
  • the distribution of lightening and anchoring and fixing holes is formed by pairs equally spaced between centers at an equal distance, for example 150 mm, intercalating between each pair a single lightening hole in the two beams of largest size having a longer length, for example 2000 mm upwards, having a set of four circumscribed holes distributed in an orthogonal position on the beam having a larger section for each openwork, and a set of two holes aligned with the longitudinal axis of each openwork on the beam of a smaller section or purlin.
  • said cover plates have a rectangular shape adapted to the section of the main beam, and they have a square shape for the purlin, but the width of these plates is equal and coincides with the section of the bases of each one, and the distribution of the lightening holes and fixing boreholes is the same, one being equally centered having a larger diameter and four others orthogonally circumscribing the former, with an equal distance between centers (for example 110 mm) in both cases and different but proportional thicknesses of for example 8 mm for the main beam plate and for example 6 mm for the purlin plate.
  • the main beam and the purlin are arranged in said beams in five lengths comprised for example between 2500 mm and 500 mm, with differences of multiples of 500 mm between them. Furthermore, these beams may contemplate a beam equivalent to 22% of the latter, which is a part for compensating sizes when double connectors are alternated with single connectors in the same frame.
  • said connectors may be defined by six plates in a hexahedral arrangement in the case of single connectors with six connection ways, and in the case of double connectors, they are defined by six plates in a parallelepipedic arrangement with ten connection ways for the beams, forming two equivalent bodies connected to two single connectors in which the base plates contain larger diameter lightening holes and smaller diameter lightening holes equally spaced and in an equal arrangement as those of the cover plates and those of the beams themselves, and smaller diameter lightening holes in the elevations with an arrangement equal to the previous ones.
  • the connectors may internally incorporate on the smaller diameter lightening holes respective locknuts for locking the different coupling elements of the corresponding beams. Nuts allowing the direct screwing in of the coupling elements by turning them in one direction or another, according to their position, to ensure tightening.
  • the invention is also provided with an adjustable jack which may be made up of a corresponding spindle assembled in a support formed by a threaded cylinder resting on a rectangular plate with fixing boreholes and triangular reinforcement buttresses for reinforcing the cylinder, and one end with an anchoring hole for bracing it to the beams.
  • An anchoring which, by means of a corresponding pin, threading and complementary side means, is assembled in the larger diameter lightening holes of the beams.
  • a spindle threaded to the left on one end and to the right on the other end allows installing the beam, opening or closing the diagonal by simply turning said beam.
  • Another complementary means is also used for fixing a rod to the beam which is adjusted against the internal diameter of two parallel, larger diameter lighting holes, and is fastened by means of respective nuts above and below the wedge.
  • this jack may be completed with a diagonal reinforcement for the rod and a diagonal reinforcement for the jack.
  • the first one is a part in the form of a semi-cylindrical, semi-ball joint with a perpendicular openwork and milled sides on its perimeters, and the other one is a disk-shaped part with a central concentric recess and a circular borehole equally concentric to the recess.
  • the first one is arranged between two parallel larger diameter lightening holes with the milled sides locked against their edges and fastened by means of nuts, one above and one below the wedge.
  • the second one is arranged in said lightening holes, one on each side, serving to fasten the pin and nuts going through the jack anchoring hole.
  • the main beam is generally indicated with (1) and the purlin beam with (1a), which are provided in their respective webs with larger diameter through lightening holes which are paired (5) and intercalated (6), of which holes, each one is surrounded by smaller lightening holes (7) in a preferred orthogonal arrangement, since the section of said main beam allows this, and smaller lightening holes (7a) aligned with the longitudinal axis of the lightening holes (5), since the section of the beam (1a) is smaller.
  • the distance between axes of the lightening holes (5) is (c) in all cases, that the distance between the axes of the smaller lightening holes (7) or (7a) is also (c) in all cases; that the distance between the end of the beam (1) and (1a) and the axis of the lightening hole (5) is (d) in all cases, and that the distance between the axis of the lightening holes (7) and (7a) is (e) in all cases.
  • Said main (1) and purlin (1a) beams having a hollow web (2) are formed by respective profiles (2a) and (2b) having bent flanges and separated by spaced anchor pins (3).
  • the beams (1) and (1a) are covered at their ends by means of the corresponding cover plates (8) and (9), see figures 3 and 4, and figures 5 and 6 .
  • Said cover plates are provided with equally centered larger diameter lightening holes (5) and with smaller diameter lightening holes (7) in the contour in the same orthogonal distribution as in the beam (1), such that the distance (n) between centers of the lightening holes (7) is the same in the two plates (8 and 9); such that the section (b) is equal in both plates (8 and 9) and equal to the section of the base of the two beams (1) and (1a), which are equal to one another. Therefore, the section (a) of said beams corresponding to the height thereof, and the thickness of the latter, which is 8 cm for plate (8) and 6 cm for plate (9), varies.
  • the connectors in figures 7 to 9 are single connectors integrated by hexahedral volumes (10) which, on all their faces, are provided with smaller lightening holes (7) in an orthogonal distribution with the same distance (n) between axes, just like the plates (8 and 9), and the double connectors in figures 10 to 12 are parallelepipedic volumes (11) comprising two hexahedral volumes (10) and an empty spacing (12) between the elevations.
  • the faces of the elevations and sides have smaller lightening holes (7) in an orthogonal distribution and the same distance (n) between axes.
  • said smaller diameter lightening holes (7) of the single connectors (10) and double connectors (11) are internally provided with nuts (7b) attached thereto and fixed by welding or pressing, such that the coupling elements can be fixed directly to said connectors (10) and (11) by simply turning them in the suitable direction.
  • the adjustable jack (13) of figures 13 and 14 is provided with a spindle (14) finished in an anchoring hole (15); it is screwed into a cylinder (17) arranged in a base plate (18) reinforced by buttresses (19) and provided with smaller lightening holes (7) with the same distance (n) between centers as that of the plates (8 and 9) and connectors (10 and 11).
  • the diagonal reinforcement (20) of the rod of figures 15 to 17 is a semi-circular wedge-shaped part having milled sides (21) defining a central body and the sides, having a central vertical anchoring borehole (22).
  • the diagonal reinforcement (23) of the jack of figures 18 and 19 is a circular part with a central recess (24), a concentric relief (25) and a central openwork (26) with very little thickness.
  • Figure 20 shows the arrangement of said diagonal reinforcements, thus the one corresponding to the rod (27) is assembled in the wedge (20), being fastened or tightened by one nut (28), which can be seen in the part under the wedge, and by another nut which cannot be seen, which is above the wedge.
  • the reinforcement corresponding to the jack (13) is assembled in a through screw fastened by the reinforcements , one on each side, going through an anchoring hole of the end of a spindle .

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Moulds For Moulding Plastics Or The Like (AREA)

Claims (8)

  1. Leichtes verstärktes Rahmensystem zum Formen, Stützen, Einrüsten oder Ähnliches, das zwei Arten von leichten Metallbalken in "I"-Form umfasst, und aus "C"-förmigen zugewandten Metallprofilen besteht, die gebogene Flansche und einen Hohlsteg haben, der durch beabstandete Ankerbolzen getrennt ist, wobei beide Arten von Balken dieselbe Form und Querschnitt haben, und somit sich gegenseitig ausgleichen und ergänzen, aber eine unterschiedliche Größe und Breite haben, wobei die erste Art ein Hauptbalken (1) ist und die zweite Art ein Zusatzbalken oder Pfette (1a) ist, wobei jede Art in fünf unterschiedlichen Ausmaßen (A bis E) vorliegt, mit einem weiteren verhältnismäßigen Gegenstück (F), das jeder Art zugefügt wird, wobei die beiden Arten durch den Steg durchgehende Erleichterungslöcher haben, wobei einige einen größeren Durchmesser (5, 6), und einige einen kleineren Durchmesser (7, 7a) haben, wobei die Balken an ihren Enden mittels entsprechenden Deckplatten (8, 9) bedeckt sind, wobei die genannten Platten untereinander mittels Steckverbindern (10, 11) gekoppelt sind, wobei die Balken desweiteren durch einen einstellbaren Hebebock (13) ergänzt werden, einer diagonalen Verstärkung (20) für die Strebe oder Stange (27) und einer diagonalen Verstärkung (23) für den einstellbaren Hebebock (13), wobei die Erleichterungslöcher (7a) kleineren Durchmessers mit der Längsachse des Balkens auf allen Pfetten (1a) fluchtend angeordnet sind,
    dadurch gekennzeichnet, dass
    die genannten Deckplatten (8, 9) gleiche Breiten und unterschiedliche Längen haben,
    dass die genannten Steckverbinder als einzelne Steckverbinder (10) und Doppelsteckverbinder (11) vorliegen,
    dass die genannten Erleichterungslöcher (5) größeren Durchmessers in Paaren angeordnet sind, und im Falle der zwei größten Größen jeder Balkenart zwischen jedem Paar ein weiteres getrenntes Erleichterungsloch (6) größeren Durchmessers vorliegt, wobei mehrere Erleichterungslöcher (7) kleineren Durchmessers in einer Gruppe um jedes Erleichterungsloch (5, 6) größeren Durchmessers herum in einer orthogonalen Formierung auf allen Hauptbalken (1) angeordnet sind, dass der Abstand (c) zwischen den Mittelpunkten der Erleichterungslöcher (5) größeren Durchmessers in jedem Paar unter allen gleich ist und für alle Balken beider Arten gleich ist, und der Abstand (c) zwischen den Mittelpunkten der Erleichterungslöcher (7, 7a) kleineren Durchmessers unter allen gleich ist und für alle Balken beider Arten gleich ist,
    dass der Abstand zwischen dem Ende jedes Balkens (1, 1a) und dem Mittelpunkt des Erleichterungslochs (5) größeren Durchmessers, das dem genannten Ende am nächsten gelegen ist, für alle Balken gleich ist,
    und dass der Abstand zwischen dem Ende jedes Balkens (1, 1a) und dem Mittelpunkt des (oder der) Erleichterungsloch/-löcher (7, 7a) kleineren Durchmessers, das (die) dem genannten Ende am nächsten gelegen ist (sind), für alle Balken gleich ist.
  2. Leichtes verstärktes Rahmensystem nach Anspruch 1, desweiteren dadurch gekennzeichnet, dass die Deckplatte des Hauptbalkens (1) eine rechteckige Platte (8) ist, und die Deckplatte des Pfettenbalkens (1a) eine quadratische Platte (9) ist, wobei beide Platten dieselbe Breite (b), die der Breite jedes Balkens (1, 1a) entspricht, und unterschiedliche Längen (a, b) haben, wobei jede Deckplatte (8, 9) ein zentrales Erleichterungsloch (5) größeren Durchmessers umfasst, um mit dem Hohlsteg (2) des Balkens (1, 1a) überein zu stimmen, und kleinere Erleichterungslöcher (7), um mit den Profilen (2a) und (2b) des Balkens (1, 1a) überein zu stimmen, wobei die Mittelpunkte der genannten kleineren Erleichterungslöcher (7) durch denselben Abstand (n) in den beiden Platten (8) und (9) getrennt sind.
  3. Leichtes verstärktes Rahmensystem nach Anspruch 1, desweiteren dadurch gekennzeichnet, dass der einzelne Steckverbinder der Balken ein hohler sechsflächiger Körper (10) ist, der an all seinen Seiten Erleichterungslöcher (7) kleineren Durchmessers hat, die in einer orthogonalen Position und mit einem Abstand (n) zwischen ihren Mittelpunkten angeordnet sind, der dem der Erleichterungslöcher (7) kleineren Durchmessers in den Deckplatten (8) und (9) entspricht, und daher mit sechs Verbindungswegen für die Haupt- (1) und Pfettenbalken (1a) versehen ist.
  4. Leichtes verstärktes Rahmensystem nach Anspruch 3, desweiteren dadurch gekennzeichnet, dass die Doppelsteckverbinder der Balken hohle parallelepipedische Körper (11) sind, die aus zwei einzelnen Steckverbindern mit einer Freilücke (12) zwischen ihren Erhebungen aufgebaut sind, und eine orthogonale Anordnung von Erleichterungslöchern (7) kleineren Durchmessers mit Abständen (n) zwischen Mittelpunkten haben, die dem der Erleichterugnslöcher (7) kleineren Durchmessers in den Deckplatten (8) entsprechen, Erleichterungslöcher (5) größeren Durchmessers, die zu den Erleichterungslöchern (7) kleineren Durchmessers konzentrisch sind, und ein weiteres Erleichterungsloch (5) größeren Durchmessers, das mit der Freilücke sowohl auf einer Grundfläche, als auch auf einer oberen Fläche des genannten Doppelsteckverbinders, wobei der Steckverbinder somit mit zehn Verbindungswegen für die Haupt- (1) oder Pfettenbalken (1a) versehen ist.
  5. Leichtes verstärktes Rahmensystem nach Anspruch 4, desweiteren dadurch gekennzeichnet, dass bei den einzelnen Steckverbindern (10) und den Doppelsteckverbindern (12) im Innern der Erleichterungslöcher (7) kleineren Durchmessers jeweilige Muttern (7) befestigt sind, die ein direktes Einschrauben der Kopplungselemente erlauben.
  6. Leichtes verstärktes Rahmensystem nach Anspruch 1, desweiteren dadurch gekennzeichnet, dass der einstellbare Hebebock (13) aus einer Spindel (14) mit einem Verankerungsloch (15) am Ende aufgebaut ist, und in einen entsprechenden Zylinder (17) eingeschraubt ist, der mit einer Grundplatte (18) verbunden ist, die mit Stützpfeilern (19) verstärkt ist und mit Erleichterungslöchern (7) kleineren Durchmessers versehen ist, die gleichermaßen mit einer Lücke (n) zwischen Mittelpunkten angeordnet sind, die der der Erleichterungslöcher (7) kleineren Durchmesser in den Deckplatten (8) entspricht, wobei der genannte Hebebock mit den Balken (1, 1a) in unterschiedlichen diagonalen Positionen mittels Verstärkungen (23) auf einer Querschraube verbunden werden kann, die zwischen zwei solcher Verstärkungen (23) zusammengesetzt ist, einer auf jeder Seite des Balkens.
  7. Leichtes verstärktes Rahmensystem nach Anspruch 1, desweiteren dadurch gekennzeichnet, dass die diagonale Verstärkung für die Strebe oder Stange (27) aus einem halbkreisförmigen, keilförmigen Teil (20) aufgebaut ist, das gefräste Seiten (21) zwischen dem Körper und den Seiten hat, wobei sich die gefrästen Seiten (21) den Kanten der Erleichterungslöcher (5) größeren Durchmessers anpassen, wobei die genannte diagonale Verstärkung (20) mit einem vertikalen axialen Bohrloch (22) versehen ist, durch welches die Strebe oder Stange (27) hindurchgeht, das durch Muttern (28) befestigt ist, das eine oberhalb und das andere unterhalb des keilförmigen Teils (20).
  8. Leichtes verstärktes Rahmensystem nach Anspruch 1, desweiteren dadurch gekennzeichnet, dass die diagonale Verstärkung (23) des Hebebocks ein scheibenförmiges Teil ist, das geringe Dicke hat, das mit einem konzentrischen Aussparung (24) versehen ist, die einen Überstand (25) an der Grundfläche verursacht, der ihrer Dicke entspricht, und das mit einem zentralen konzentrischen Loch (26) versehen ist.
EP04380040A 2004-02-20 2004-02-20 Verstärkte Gestelle für Schalung, Verbau, Gerüstbau und dergleichen Expired - Lifetime EP1566504B1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AT04380040T ATE417170T1 (de) 2004-02-20 2004-02-20 Verstärkte gestelle für schalung, verbau, gerüstbau und dergleichen
EP04380040A EP1566504B1 (de) 2004-02-20 2004-02-20 Verstärkte Gestelle für Schalung, Verbau, Gerüstbau und dergleichen
ES04380040T ES2319419T3 (es) 2004-02-20 2004-02-20 Sistema de estructuras armadas ligeras para encofrar, apuntalar, andamiar o similar.
DE602004018261T DE602004018261D1 (de) 2004-02-20 2004-02-20 Verstärkte Gestelle für Schalung, Verbau, Gerüstbau und dergleichen

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP04380040A EP1566504B1 (de) 2004-02-20 2004-02-20 Verstärkte Gestelle für Schalung, Verbau, Gerüstbau und dergleichen

Publications (2)

Publication Number Publication Date
EP1566504A1 EP1566504A1 (de) 2005-08-24
EP1566504B1 true EP1566504B1 (de) 2008-12-10

Family

ID=34707413

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04380040A Expired - Lifetime EP1566504B1 (de) 2004-02-20 2004-02-20 Verstärkte Gestelle für Schalung, Verbau, Gerüstbau und dergleichen

Country Status (4)

Country Link
EP (1) EP1566504B1 (de)
AT (1) ATE417170T1 (de)
DE (1) DE602004018261D1 (de)
ES (1) ES2319419T3 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PT1947259T (pt) * 2007-01-17 2018-12-14 Angel Barba Castro Julio Sistema de estruturas treliçadas para cargas intermédias e pesadas para formar, escorar, armar andaimes ou algo semelhante

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3429093A (en) * 1966-08-23 1969-02-25 Albert Hufgard Series of structural plug-in components for erection of scaffolding,frameworks or the like
DE1684271B1 (de) * 1967-03-09 1971-12-23 Huennebeck Ag Bausatz aus Traegern verschiedener Groesse zum Herstellen von Schalungen
FR2153845A5 (de) * 1971-09-23 1973-05-04 Tropimex Ag
DE3041370A1 (de) * 1980-11-03 1982-06-09 Emil Steidle Gmbh & Co, 7480 Sigmaringen Holztraeger mit einem verstaerkungsvollwandsteg an den traegerenden
US5069418A (en) * 1990-01-05 1991-12-03 Economy Forms Corporation Device for leveling concrete form assemblies
US5956922A (en) * 1997-10-16 1999-09-28 Liuska; Bruce Wall forming system and method of forming a wall of hardenable material

Also Published As

Publication number Publication date
EP1566504A1 (de) 2005-08-24
DE602004018261D1 (de) 2009-01-22
ES2319419T3 (es) 2009-05-07
ATE417170T1 (de) 2008-12-15

Similar Documents

Publication Publication Date Title
WO2014050901A1 (ja) 柱脚金物及びそれを用いた柱脚構造
KR101663135B1 (ko) 강재 절감형 h형 철골거더
TW201344015A (zh) 鋼筋組合體、鋼筋混凝土構造體、鋼筋及剪斷補強筋
KR102149128B1 (ko) 앵글형 선조립 기둥
KR102167960B1 (ko) 구조 개선된 보강구조물이 적용된 교량용 강관 거더
EP1947259B1 (de) Hoch- und Mittellastgitterstrukturbauweise für Schalung, Unterstützung und Gerüst
JP2014070351A (ja) 柱脚金物及びそれを用いた柱脚構造
EP1566504B1 (de) Verstärkte Gestelle für Schalung, Verbau, Gerüstbau und dergleichen
EP1061196B1 (de) Längsträger mit einem gewickelten Steg, C-förmigen Flanschen und Endplatte
KR101470135B1 (ko) 변단면 플랜지 철골 보를 이용한 철골 라멘 골조
JP7237668B2 (ja) デッキ用受け材及び該デッキ用受け材の取付方法
KR102122889B1 (ko) 앵글형 선조립 기둥
KR102780086B1 (ko) 강관 기둥
KR101720103B1 (ko) 건축 구조물용 합성보
KR101451066B1 (ko) 조립식 트러스 거더 및 그 시공방법
JP2002155507A (ja) 橋 梁
GB2128238A (en) Load supporting framework for use on building sites
KR102149129B1 (ko) 앵글형 선조립 기둥
KR20230030922A (ko) 유로폼 거푸집 지지대 및 이를 이용한 거푸집 시공방법
JP4087750B2 (ja) 骨組組成体並びにその連結手段
KR102571669B1 (ko) 좌굴방지판을 이용한 얇은 강판 웨브형 강박스 부재
CN223469085U (zh) 一种框架式连接支撑体系
JP7340435B2 (ja) 鋼管柱の継手構造
JP7730629B2 (ja) 建物ユニット
EP1577457A1 (de) Metalgitterträger für Gebäude und Bauweise unter dessen Verwendung

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL LT LV MK

17P Request for examination filed

Effective date: 20050810

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

17Q First examination report despatched

Effective date: 20061129

17Q First examination report despatched

Effective date: 20061129

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 602004018261

Country of ref document: DE

Date of ref document: 20090122

Kind code of ref document: P

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2319419

Country of ref document: ES

Kind code of ref document: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090310

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090511

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090310

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090228

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090228

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090228

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

26N No opposition filed

Effective date: 20090911

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20090310

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20091030

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090220

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090901

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090302

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090310

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090311

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090220

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090611

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081210

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20230323

Year of fee payment: 20

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20240227

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20240221

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20240221