EP0152518A1 - Forme de construction pour le montage de charpentes en cadre pour portiques et halles ainsi que set d'éléments de construction associé - Google Patents

Forme de construction pour le montage de charpentes en cadre pour portiques et halles ainsi que set d'éléments de construction associé Download PDF

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Publication number
EP0152518A1
EP0152518A1 EP84109226A EP84109226A EP0152518A1 EP 0152518 A1 EP0152518 A1 EP 0152518A1 EP 84109226 A EP84109226 A EP 84109226A EP 84109226 A EP84109226 A EP 84109226A EP 0152518 A1 EP0152518 A1 EP 0152518A1
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EP
European Patent Office
Prior art keywords
profile
construction
frame
cross
figur
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
EP84109226A
Other languages
German (de)
English (en)
Other versions
EP0152518B1 (fr
Inventor
Josef Schleich
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
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT84109226T priority Critical patent/ATE40580T1/de
Publication of EP0152518A1 publication Critical patent/EP0152518A1/fr
Application granted granted Critical
Publication of EP0152518B1 publication Critical patent/EP0152518B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames

Definitions

  • the subject matter of the invention is a construction with a set of components for the rapid and preferably assembly-based production of frame support structures for bridges and hall-like buildings, as the only component for the entire structure, but without foundations.
  • the profile bar is bent at least at one point to a rigid frame corner (4), whereby the bar is divided into the handle and the bar, or several bars.
  • the base point is either a joint (2) or it is firmly clamped (7).
  • the three-joint frame construction with vertex joint (3) is not necessary for constructions that are less wide.
  • the stems can be oblique or vertical, or they can also be kinked (4).
  • the foundations are either flat-bottomed from concrete or also from profile bars (5).
  • the concrete foundations can be designed differently depending on the soil and dimensions.
  • Lateral pressing elements (6a, 6b) are provided for the horizontal forces.
  • Sheet piling or pile foundations (6f) can also be used.
  • the profile rod (1) is preferably made of steel, or also from other metals or from plastic. If necessary, steel sheet piling can be used in the form customary on the market. However, specially shaped profile bars are more advantageous.
  • the webs (9) are preferably oblique to facilitate the bending process.
  • the ends of the leg (10) are angled upwards (11).
  • the frame elements are strung together during assembly and connected to each other by means of a barrel hood (12).
  • the leg bend (11) is designed as a element with a barrel hood (13).
  • the leg bend is expanded to a hood with an element (14).
  • the abutting ends are connected in this hood (1.4) by a linear adhesive clip (15).
  • the adhesive clip can be provided with a deformable cross-section, the limbs of the clip being pressed into the inner surface of the hood (14) by a screw (16).
  • the adhesive clip (15) can be divided into two (17), the two parts being pressed together by means of screws (16). Occasionally, a covered cross-sectional shape is advantageous.
  • the leg is covered (lOa).
  • the bottom parts of the bar are doubled (8a, 8b).
  • connecting plates (19) are pressed together using screws.
  • Another type of bar cross-section is a trapezoidal shape, the wider top (lOb) closing the profile.
  • the rods are connected to a connecting plate (19) and a lower pressing element (18) by screws (16).
  • the cross section of the bar can be divided into two parts.
  • the webs can run in opposite directions (9a).
  • the profile bar thus represents not only the actual supporting element but also the surface-forming supporting parts, lined up side by side in a uniform form.
  • the cross-sectional shape now allows the linear to be weighed.
  • Rod at the appropriate place for the frame corner (rigid) by the desired angle of rotation.
  • the profile base (8) and the webs (9) are cut at right angles to the longitudinal axis.
  • the thigh bend (11) is also separated.
  • One end of the base part (8) is also separated from the webs (9) by a measure which allows the required bend.
  • the cut surfaces (21) are welded. Screw connections (20) can be provided as a replacement or as a supplement. However, if the cut surface is pivoted by the right angle by the dimension ⁇ 2 , the cut surface of the base part (8) meets the base part of the rod at the desired angle.
  • the ends are welded again. When turning, the cut surfaces do not prevent each other.
  • the built-in bar profiles (1) can be filled with concrete (24, 23). The dowelling can be done in such a way that the leg bend (11) is slit and through to a dowel
  • the ankle (2) gets its special feature in that a tube (27) is cut along the surface line and is inserted into the bottom part (8) and
  • the tube now forms the joint with an angle (26).
  • the cavity between the base part (8) and the tube (27) offers space for a transverse tension element (28).
  • the tube (27) can also be welded between the webs (9), preferably in the area of the element axis.
  • the vertex joint can be designed in such a way that a tube (27) is slit open along a surface line, slipped over the leg (10) and thus welded.
  • the socket (29) is welded to the other end of the opposite rod (21). in the
  • the tube (27) is welded in as a variant for the joint, preferably in such a way that the tube curvature protrudes over the rod element, and that the linear joint socket is welded between the webs of the opposite rod in the axis area.
  • the vertex joint can also be constructed in such a way that a round-shaped rod part (30) with a guide bracket (31) is welded to one part of the inner surface of the web (9) and a joint spring (33) to the other abutting part
  • Bridge is welded.
  • a tube can be welded at the level of the leg bend (11) to allow the transverse tension.
  • the frame stem foot joint (2) can also be designed in such a way that a U-profile (27a) is welded onto the underside of the rod (1) with an acute angle so that its lower leg runs approximately with the approximately horizontal support surface of the concrete foundation (6a)
  • a bearing bracket (26a) and a backing plate (40) preferably form a fitting space, shut off the bearing surface at a right angle and allow controlled displacement (41) for setting up and prestressing the frame.
  • the concrete foundation (6a) can be made in sections, up to the height of the bearing bracket (26a).
  • the frame stem foot (1) with the bearing U-profile (27 a) or bearing tube (27) rests as an insert variant on a T-profile (42), which supports the bearing forces by welding or screwing (45) via a hanging element (44). with the foundation rod (6b), a backing plate (43) compensating for the differences in dimensions.
  • a U-profile (50) can be screwed (53) or welded onto the protruding legs (10) of the stem part of the profile rod (1), in the space of which one end of the wing parts (49), primarily concrete boards, precast concrete parts or steel profiles, lie. which are supported at the other end by a support rod (48) which either rests in a cooker (47) of the concrete foundation (6a) or is an extended sheet pile profile or a ramming rod at the sheet pile abutment (6b, 6c, 6f), or as a separate rod extension piece the sheet pile or the ramming bar (6b) is attached.
  • a transverse beam (54) can be attached to the legs with or without bends.
  • the outer leg (10) of a profile bar for the frame bolt at the edge of a bridge carries a profile part (51) for the curb, consisting of bearing bracket (58) delimitation (57), welded (46) Struts (56, 59), also supporting the railing support (52), connected with screws (53) so that they are resistant to bending and pushing, and limits the bridge roadway (23, 55).
  • the profile web (9) is provided with a strut (56) and the profile rod in the rod space is provided with a cross member (60) for stabilization, or several (60a).
  • the scraped board can also be a prefabricated concrete part (61) with a slot that receives the bend (62) of the leg (10).
  • the abutting ends of the legs (10) can also be connected to one another in such a way that holding pieces (15b) are preferably welded to their edges on both sides, which are each held by a lock shackle (15a), the lock shackles (15a) using screws (16) are pressed onto the holding rods (l5b). Instead of the holding rods, connecting plates (19) are pressed on by screws (16).
  • the end of the legs (10) can also be bent tightly so that a lock shackle (15a) and a connecting plate (19) create the end.
  • the frame support profiles are pivoted, the floor forming an angle of less than 90 ° to the bridge axis, and the abutting legs (10) being gripped by a suitable profile element (15c), preferably in a Z shape, using screws (16).
  • the wing parts (49) held in the U-profile (50) get the oblique direction.
  • the bearing for the base point of the handle can also be made in such a way that another is rammed in front of the abutment sheet pile or pile wall (6b), but with a height for the frame handle bearing.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)
EP84109226A 1983-08-11 1984-08-03 Forme de construction pour le montage de charpentes en cadre pour portiques et halles ainsi que set d'éléments de construction associé Expired EP0152518B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84109226T ATE40580T1 (de) 1983-08-11 1984-08-03 Bauweise zur montagemaessigen herstellung von rahmentragkonstruktionen fuer ueberbrueckungen und hallen mit zugeordnetem bauelementensatz.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3329000 1983-08-11
DE3329000A DE3329000A1 (de) 1983-08-11 1983-08-11 Bauweise zur montagemaessigen herstellung von rahmentragkonstruktionen fuer ueberbrueckungen und hallen mit zugeordnetem bauelementensatz

Publications (2)

Publication Number Publication Date
EP0152518A1 true EP0152518A1 (fr) 1985-08-28
EP0152518B1 EP0152518B1 (fr) 1989-02-01

Family

ID=6206306

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84109226A Expired EP0152518B1 (fr) 1983-08-11 1984-08-03 Forme de construction pour le montage de charpentes en cadre pour portiques et halles ainsi que set d'éléments de construction associé

Country Status (3)

Country Link
EP (1) EP0152518B1 (fr)
AT (1) ATE40580T1 (fr)
DE (1) DE3329000A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109763569B (zh) * 2019-01-17 2020-12-04 中建七局安装工程有限公司 一种悬挑罩棚施工方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR689578A (fr) * 1930-02-07 1930-09-09 Toiture de bâtiments pour pays tropicaux
US3755975A (en) * 1970-05-04 1973-09-04 J Herzer Pre-fabricated shell structure
EP0033619A2 (fr) * 1980-02-04 1981-08-12 John Paterson Elément de construction, structure de construction ou structure de coffrage pour béton, et procédés pour faire de telles structures et des coquilles en béton

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US524807A (en) * 1894-08-21 Trestle
US1285613A (en) * 1918-06-24 1918-11-26 Jesse L Cabral Screen-frame.
US1747362A (en) * 1928-09-19 1930-02-18 Graveley Eugene Cenas Arch construction
GB832432A (en) * 1957-10-28 1960-04-13 Moshe Spiegelman Improvements relating to the manufacture of structures from angleiron or the like
US3139161A (en) * 1961-09-13 1964-06-30 Simon Sidney Sheet metal corner for mirror frames
FR1379636A (fr) * 1963-05-02 1964-11-27 Procédé de construction de dômes stéréométriques
DE1933265U (de) * 1965-10-30 1966-02-24 Herbert Bajorat Mechanischer staebchenspender.
DE1609482A1 (de) * 1965-11-27 1970-03-19 Silberkuhl Dipl Ing Wilhelm Jo Mehrschichtiges Tragwerk,insbesondere Faltwerk oder Schale
US3748796A (en) * 1971-11-16 1973-07-31 P Quellet Building structure with composite arched units and method of construction thereof
FR2167459B1 (fr) * 1972-01-13 1974-07-05 Tech Const
US3902288A (en) * 1972-02-14 1975-09-02 Knudson Gary Art Arched roof self-supporting building
DE2558215C2 (de) * 1975-12-23 1982-04-29 Joergen Skoubo Herlev Johansen Montagezarge zum Befestigen eines Tür-, eines oder mehrerer Fensterrahmen in einer Wandöffnung sowie Verfahren zum Anbringen dieser Montagezarge

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR689578A (fr) * 1930-02-07 1930-09-09 Toiture de bâtiments pour pays tropicaux
US3755975A (en) * 1970-05-04 1973-09-04 J Herzer Pre-fabricated shell structure
EP0033619A2 (fr) * 1980-02-04 1981-08-12 John Paterson Elément de construction, structure de construction ou structure de coffrage pour béton, et procédés pour faire de telles structures et des coquilles en béton

Also Published As

Publication number Publication date
EP0152518B1 (fr) 1989-02-01
DE3329000C2 (fr) 1991-11-21
DE3329000A1 (de) 1985-02-21
ATE40580T1 (de) 1989-02-15

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