EP0112861A1 - Coffrage intérieur pour ouvrages présentant une symétrie de rotation. - Google Patents

Coffrage intérieur pour ouvrages présentant une symétrie de rotation.

Info

Publication number
EP0112861A1
EP0112861A1 EP83901926A EP83901926A EP0112861A1 EP 0112861 A1 EP0112861 A1 EP 0112861A1 EP 83901926 A EP83901926 A EP 83901926A EP 83901926 A EP83901926 A EP 83901926A EP 0112861 A1 EP0112861 A1 EP 0112861A1
Authority
EP
European Patent Office
Prior art keywords
formwork
rings
panels
concrete
wedge
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
EP83901926A
Other languages
German (de)
English (en)
Other versions
EP0112861B1 (fr
Inventor
Peter Frei
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.)
JUGO-IMPORT-EXPORT-ANSTALT
Original Assignee
PATENVER AG
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 claimed from AT0030083A external-priority patent/AT374875B/de
Priority claimed from AT0029983A external-priority patent/AT388015B/de
Application filed by PATENVER AG filed Critical PATENVER AG
Publication of EP0112861A1 publication Critical patent/EP0112861A1/fr
Application granted granted Critical
Publication of EP0112861B1 publication Critical patent/EP0112861B1/fr
Expired legal-status Critical Current

Links

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
    • E04G11/087—Fill-in form panels in the plane of two adjacent forms
    • 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
    • E04G11/062—Forms for curved walls
    • E04G11/065—Forms for curved walls with mechanical means to modify the curvature
    • 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
    • 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
    • E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
    • 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
    • E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • E04G17/045—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by wedge-shaped elements

Definitions

  • the invention relates to a method for concreting walls, in particular in the case of round buildings, such as water towers or the like, with a formwork scaffold with formwork on each side of the wall to be produced and an intermediate reinforcement made of structural steel, the reinforcement being inserted first and then the Space between the formwork is poured with concrete.
  • the invention relates to an inner 'and an outer shuttering for axially symmetrical structures of several superposed Schalungs ⁇ rings together, for example by means of screws or wedges, connected formwork panels, which preferably have the vertical connection flanges, and to a coupling, in particular, in such Formwork can be used.
  • the object of the invention is to provide a method of the type mentioned at the outset which does not have the disadvantages mentioned, an optically perfect visible surface being achieved in particular in the case of round buildings.
  • a formwork scaffold with a formwork skin preferably that of the outer wall, is erected to the full height of the wall to be produced, that the reinforcement of the wall is used, whereupon the other formwork skin is brought up to the desired concrete fall height, for example 50 cm, built up and concrete is poured in up to the height of this formlining and then this formwork is raised again by the desired concrete drop height and then concrete is poured in and this process is repeated until the full wall height is reached.
  • precisely round containers with low concrete drop heights can be carried out in one go up to greater heights, e.g. 10 and above.
  • the container will have a perfect exposed concrete, especially on the outside, and guarantee absolute tightness.
  • the fully assembled formlining should be on the visible surface of the building to be erected. In almost all cases, this will be the outside. In principle, however, the fully assembled formwork can also be located on the inside of the building.
  • the formwork scaffold is also built up to the full height of the building to be manufactured before the concrete is poured in with the step-by-step formwork skin.
  • a further exemplary embodiment provides that the formwork scaffold is also increased in stages, but in larger stages, in the case of the formwork skin which is increased in stages.
  • One exemplary embodiment of the method provides that the working platform with the formwork skin on the formwork framework is lifted in stages, the working platform advantageously being raised in greater steps than the formwork skin.
  • Formwork for cylindrical structures for example silos
  • formwork rings made of bent steel formwork panels which are connected to one another.
  • the formwork panels have flanges along their four edges, on which they are screwed to the adjacent formwork panels.
  • each formwork panel must be curved for a certain building diameter. If several buildings with different diameters are to be boarded up, a corresponding number of formwork panels must be available.
  • the object of the invention is to provide an external formwork of the type mentioned, in which cheaper formwork elements can be used and in which the formwork panels can be adapted to all common building diameters, so that cylinder structures with different diameters can be connected with the same panels and nevertheless perfectly circular structures can be achieved.
  • a joint cover strip made of flexible material preferably made of plastic, such as polyethylene or PVC, is arranged between two formwork rings, and in that the formwork panels, preferably made of sheet steel, are bendable in the circumferential direction.
  • a further object of the invention is to provide an internal formwork of the type mentioned at the beginning, in which ducks can be worked with cheaper formwork elements and in which the formwork panels can be adapted to all common building diameters, so that cylinder structures with different diameters are interconnected with the same panels can be.
  • OMPI are bendable in the circumferential direction, that loose stiffening rings made of ring with respect to the formwork panels . Segments are provided and that the formwork panels can be clamped onto the stiffening rings.
  • the formwork panels can be clamped with clamping devices on the formwork panels, preferably the ring segments of the stiffening rings are pressed together. It is therefore advantageously provided that the ring segments of at least one spreader device can be pressed onto the formwork rings and that the formwork panels are thus tightened.
  • vertical U-rails are arranged between the ring segments, which extend over one or more stiffening rings arranged one above the other and which
  • An embodiment of the invention provides that a U-rail is arranged over the circumference of the formwork rings after each formwork panel.
  • the formwork panels have mounting flanges at their vertical edges, which are arranged at a distance from the vertical edge or equal to half the width of the U-rail. In this way, the vertical edges of the formwork panels meet flush.
  • the expansion device has a clamping screw which is held against rotation at the end of a ring segment, and a clamping nut that is supported directly or indirectly at the end of the second ring segment.
  • the coupling according to the invention is characterized in that the coupling parts are a wedge lock with two holding jaws at least approximately parallel to one another, between which the adjoining connecting flanges can be inserted and a wedge which can be driven in between one of the holding jaws and one of the connecting flanges, the wedge lock is held on the connecting flange by at least one stop.
  • the stop serves as a mounting aid and prevents the wedge lock from being driven away from the formwork panel.
  • a guide groove for the wedge is provided in one of the holding jaws.
  • the connecting flanges have holes, preferably elongated holes, through which the wedge lock protrudes, the edge of which forms the stop for the wedge lock, the wedge lock being better guided on its opposite side with one or more guide cams is provided, which rest on the edge of the hole.
  • the guide cams can have inclined insertion surfaces.
  • the wedge is arranged at the inner edge of the connecting flange. This achieves an optimal tensioning of the formwork panels.
  • the wedge is the same length or longer than the adjacent holding jaw. In this way, shear stresses do not occur anywhere.
  • the wedge lock is preferably made of wrought iron or cast steel.
  • FIG. 1 shows schematically a vertical section through a device for carrying out the method according to the invention
  • FIG. 2 shows a schematically held top view
  • FIG. 3 shows a section of FIG. 2
  • FIG. 4 shows a section of the polygonal one Rings of the formwork scaffold in top view, different corner connections are shown
  • Fig. 5 shows a schematic section through the upper region of a water tower with formwork scaffold
  • Fig. 6 shows schematically an inventive formwork partially in section
  • Fig. 7 shows a section along the line II of Fig 1
  • Fig. 8 shows a section according to the.
  • Line AA of FIG. 7 shows view I of FIG. 1
  • FIG. 10 shows section AA of FIG. 9
  • FIG. 11 shows section BB of FIG. 9
  • FIG. 12 shows a cross section through a joint cover strip according to the invention.
  • FIGS. 7 and 8 shows the inner formwork on the left and the outer formwork on the right
  • FIGS. 7 and 8 the outer formwork
  • FIGS. 9 to 11 the inner formwork.
  • the wall under construction is designated 1.
  • the formwork skin 2 which is formed, for example, from steel, light metal or also from wood or plastic.
  • the method according to the invention can be carried out with conventional formwork.
  • the formwork according to the invention or its elements according to FIGS. 6 to 12 are particularly advantageous.
  • the formlining 2 hangs on the outside on horizontal bi-steel rings 17, which are supported by the vertical steel profile beams 3.
  • Bi-steel has proven to be particularly suitable, but a different strip steel, a flat iron, and possibly also a round steel could also be used.
  • the steel profile beams 3 are held by the polygonal rings 4 or are screwed to them.
  • each ring 4 of the formwork frame consists of ring sections 8 which are articulated at the corners 9.
  • each ring section 8 is preferably formed by a double T-beam.
  • a square tube could also be used.
  • the double-T-carrier offers advantages in Hin ⁇ view 'to a -Fast fixing, after the ring 4 has been adapted to a new diameter.
  • the articulated connection can be made either by an axis 10 or by bending the lower parallel web 8 'of the double-T beam.
  • the carrier sections 8 are preferably fixed to one another by means of screws 11.
  • the screws 11 can protrude through tabs 12 formed by flat iron and having elongated holes 13. As shown in FIGS. 3 and 4, these tabs 12 can be designed in various forms.
  • a ring 4 of the type according to the invention is to be expanded, then at the connection point of a carrier ring section 8 can be unscrewed by opening the screw connection 14 and replaced by a larger ring section.
  • a ring section which corresponds to three sections 8 with two half sections 8 ′′ at the ends can be replaced by a ring section with five sections 8 and, of course, likewise two half sections 8 ⁇ r at the ends.
  • the inner formwork is constructed in the same way as the outer formwork, only here the pressure on the formwork skin 2 is absorbed by squared timbers 18 inserted between the standing steel profiles 3 with the appropriate rounding against the concrete side. If the diameter changes significantly, these squared timbers 18 must be replaced. Conveniently, however, only the rounded part of the squared timber can be replaced.
  • the polygon rings 4 which are preferably height-adjustable, also have to absorb the resulting ring pressure in the inner formwork in the cylindrical structure shown in the exemplary embodiment, so that they must be provided in an appropriate number and thickness.
  • the steel skeleton of the inner formwork is built up in approx. 2 m sections so that the reinforcement bars do not have to be pulled through.
  • the squared timbers 18 and the formlining are inserted continuously during concreting.
  • the outer formlining 2 is built up to the full height of the wall to be produced. Inside, only the formwork frame, consisting of the beams 3 and the rings 4, is fully assembled.
  • the inner supports 3 are divided into corresponding sections, for example 2 m in length.
  • the climbing frame 16 is provided on the inside of the wall to be produced.
  • the climbing frame 16 is mounted on the three vertical struts 5 and has the circular working platform 6.
  • the reinforcement is built up, for example, together with the outer formlining 2 or with the outer formwork frame immediately after it has been built up, and advantageously on the outer formwork frame above by means of struts or the like. secured.
  • the inner formlining 2 is built up to a first step, which can be, for example, 50 cm high; Concrete is poured into the annular gap between the inner formlining 2 and the outer formlining 2. If the annular gap is filled, the formlining 2 is raised by 50 cm and a ring of 50 cm is poured onto it again.
  • a first step which can be, for example, 50 cm high; Concrete is poured into the annular gap between the inner formlining 2 and the outer formlining 2. If the annular gap is filled, the formlining 2 is raised by 50 cm and a ring of 50 cm is poured onto it again.
  • the method is to be used to form a conical structure, as in FIG. 5, for example the upper area of a structure tapering in height, then the inner formlining 2 is completely built up again and the outer one Scarf skin 2 gradually increased.
  • the rings 4 are connected by means of anchors 19, so that they do not have to absorb any compressive or tensile forces.
  • the outer formwork has formwork rings 1 which are arranged one above the other. There is a joint cover strip 2 between each adjacent formwork ring 1.
  • the formwork rings 1 are formed by sheet steel formwork panels 3.
  • the formwork panels 3 are three meters long and on their vertical edges 3 'are provided with continuous angle irons 4, which form connecting flanges 4' with which they are connected to the adjacent formwork panel 3, as described below.
  • the formwork panels 3 are made of flexible sheet steel and can be adapted to any diameter.
  • the joint cover strips 2 are made of an extruded plastic and have a cover flange 5 which, in the installed position, rests on the side of the formwork panels 3 facing the concrete 6, a web 7 which fits into the joint between two adjacent formwork panels 3 or formwork rings 1 protrudes, and a holding bridge 8.
  • the cover flange 5, the web 7 and the holding web 8 form approximately an H-profile.
  • the cover flange 5 of the joint cover strips 2 is convex in cross section.
  • Each formwork sheet 3 is clamped between the cover flange 5 and the retaining web 8, which are designed with pretension.
  • the width bh of the retaining web 8 lies between half and the entire width of the cover flange 5, preferably it corresponds to two thirds of the width ba of the cover flange 5.
  • the formwork panels 3 are provided on their vertical edges 3 'with angle iron 4, the angle iron 4 being welded to the steel sheet of the formwork panels 3.
  • each free web of an angle iron 4 forms a connecting flange 4 'which is provided with elongated holes 9, the elongated holes 9 of angular irons 4 lying against one another providing a continuous opening.
  • a wedge lock 10 is inserted into the opening formed by the elongated holes 9 and has two holding jaws 11, 12, which are located on both sides of two connecting flanges 4 'of adjoining angle irons 4.
  • the wedge lock 10 is advantageously made of wrought iron or "cast iron.
  • the wedge 13 is inserted or hammered in for tensioning the adjoining formwork panels 3.
  • the wedge lock 10 does not protrude outwards when the wedge 13 is driven in, i.e. can dodge away from the formwork panels 3, it is provided in this embodiment with two guide cams 14 which rest on the outer edge 9 'of the elongated hole 9.
  • the guide cams 14 can have inclined inlet surfaces 14 '. It is evident that the wedge locks 10 with the wedges 13 clamp together very quickly allow adjacent formwork panels 3. Furthermore, it is extremely advantageous that the force exerted by the connecting elements 10, 13 comes into effect very close to the inner angle 15 of the angle iron 4 and thus close to the actual steel sheet of the formwork. In this way it is prevented that adjacent formwork panels 3 are pressed apart at high pressure at the vertical edges 3 ', which would lead to the formation of grooves in the concrete.
  • the formwork panels 3 are provided with an angle iron 4 which is continuous over their height, 50 cm being provided as the height for the formwork panels.
  • the formwork panels 3 can also be provided with two or three shorter angle iron 4.
  • Brackets 16 can be provided as assembly aids, each of which can be suspended between two outer angle irons 4.
  • a dimensionally stable stabilizing ring 17, which is formed, for example, by a profile tube, can be provided at the top.
  • the inner formwork like the outer formwork, consists of formwork rings 1, which are formed by formwork panels 3.
  • joint cover strips 2 can be attached to the ring joints between the formwork rings 1 - 16 -
  • joint cover strips 2 will rather be dispensed with in the internal formwork, since here there is no visible surface in the concrete wall to be produced.
  • stiffening rings 18 are provided, which are advantageously composed of ring segments which are formed by shaped tubes, square tubes in the exemplary embodiment.
  • the formwork panels 3 are made of sheet steel and can be bent, as in the case of the outer formwork, the form rings 18 are dimensionally stable.
  • U-rails 19 are provided at the junctures of adjoining formwork panels 3.
  • the U-rails 19 are two meters long, i.e. a U-rail 19 extends over four formwork rings 1.
  • the formwork panels 3 are also provided with angle brackets 4 at their vertical edges 3 ', but these are set back by a dimension r with respect to the edge 3' (FIG. 6).
  • the dimension r corresponds to half of the middle connecting web 19 ′ of the U-rail 19.
  • the angle iron 4 of adjacent formwork panels 3 are not directly connected to one another, but indirectly via the U-rail 19.
  • wedge locks 10 are provided, each of which comprises the free web of the angle iron and a free web of the U-rail 19, which form connecting flanges 4 '19 ".
  • the wedge locks 10 have a guide groove 20 in which the wedge 13 is arranged in the installed position. As in the case of the outer formwork, the wedges 13 are driven into the wedge locks 10.
  • the form rings 18 are loose with respect to the formwork panels 3, but are connected to the U-rails 19.
  • Each shaped tube segment 21 is provided at its ends with a cover plate 22, a cover plate 22 receiving a retaining bolt 23 which, in the installed position, projects into a hole 24 in one of the webs or connecting flanges 19 ′′ of the U-shaped rail 19.
  • the cover plate 22 is provided with an Allen key 25 in which the head 26 of a clamping screw 27 is held.
  • the clamping screw 27 projects freely through a hole 28 in the second connecting flange 19 ′′ of the U-shaped rail 19 into a guide bushing 29 welded onto the U-shaped rail 19.
  • a clamping nut 30 for the clamping nut 27 is arranged on the guide bushing 29.
  • adjacent ring segments 21 can be pressed apart by turning the clamping nut 30 by means of the clamping screw 27. Since this results in an increase in diameter, the ring segments 21 press against the formwork ring 1 formed by the formwork panels 3 and the formwork ring 1 is stiffened, which is also formed in an exactly circular shape.
  • 5 also shows a vertical support 31 formed by a double-T beam, which is connected by means of a wedge lock 10 and a wedge 13 to ring segments 21 arranged one above the other and thus stabilizes the formwork. Three or more vertical supports 31 are advantageously provided per formwork.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Producing Shaped Articles From Materials (AREA)

Abstract

Procédé de coffrage ainsi que coffrage intérieur et extérieur et pièces de liaison utilisés pour l'érection de constructions circulaires, par exemple des constructions cylindriques ou sphériques. Selon le procédé on érige une surface de coffrage (2) ayant la hauteur de la paroi à couler. Ensuite les armatures sont mises en place et on tire vers le haut la deuxième surface (2) de coffrage par étape de 50 cm, en introduisant le béton à chaque levée du coffrage. Les coffrages (2) sont constitués d'anneaux de tôles souples. Les anneaux sont tendus pour constituer une forme stable. Les tôles sont maintenus ensemble par des assemblages à clavettes comportant de coins rétractables entre les supports et les brides de liaison des tôles.
EP83901926A 1982-07-02 1983-06-29 Coffrage intérieur pour ouvrages présentant une symétrie de rotation Expired EP0112861B1 (fr)

Applications Claiming Priority (8)

Application Number Priority Date Filing Date Title
AT2562/82 1982-07-02
AT256282 1982-07-02
AT30183 1983-01-31
AT0030083A AT374875B (de) 1983-01-31 1983-01-31 Kupplung insbesondere fuer schalungen
AT301/83 1983-01-31
AT300/83 1983-01-31
AT299/83 1983-01-31
AT0029983A AT388015B (de) 1983-01-31 1983-01-31 Innenschalung fuer rotationssymmetrische bauten

Publications (2)

Publication Number Publication Date
EP0112861A1 true EP0112861A1 (fr) 1984-07-11
EP0112861B1 EP0112861B1 (fr) 1988-01-27

Family

ID=27421175

Family Applications (1)

Application Number Title Priority Date Filing Date
EP83901926A Expired EP0112861B1 (fr) 1982-07-02 1983-06-29 Coffrage intérieur pour ouvrages présentant une symétrie de rotation

Country Status (9)

Country Link
EP (1) EP0112861B1 (fr)
JP (1) JPS59501219A (fr)
AU (1) AU1705483A (fr)
DE (1) DE3375496D1 (fr)
ES (2) ES523772A0 (fr)
IT (1) IT1194292B (fr)
NO (1) NO840784L (fr)
PT (1) PT76967B (fr)
WO (1) WO1984000189A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9481721B2 (en) 2012-04-11 2016-11-01 Novo Nordisk A/S Insulin formulations

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2564881A1 (fr) * 1984-05-22 1985-11-29 Thellier Jean Pierre Dispositif pour mouler une coque sur structure modulaire articulee et procede de moulage multi-directionnel en une ou plusieurs couches avec possibilite d'isolation integree et vide intersticiel.
AT381547B (de) * 1985-01-24 1986-10-27 Patenver Ag Segmentschalung fuer rundbauten
ATE170946T1 (de) * 1994-05-16 1998-09-15 Otto Heinzle Flächenschalung für zylindrische betonbauten
ITGE20130017A1 (it) * 2013-02-06 2014-08-07 Daniele Roveta Struttura di contenimento di getti di calcestruzzo e metodo per la sua realizzazione

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DE728492C (de) * 1938-02-27 1942-11-27 Ferdinand Schmidt Deutsche Fut Vorrichtung zur Herstellung von siloartigen, duennwandigen Betonbehaeltern
FR990644A (fr) * 1944-03-22 1951-09-24 Dispositif de coffrage métallique plus particulièrement applicable au coffrage dessurfaces courbes dans les constructions en béton armé
FR1059045A (fr) * 1952-04-10 1954-03-22 Perfectionnements apportés à la construction d'ouvrages en béton ou autre matière moulable
DE1559041B1 (de) * 1965-06-25 1970-10-01 Meyer Keller Noe Schalttech Keilverbindung zweier Schaltafeln
FR1544889A (fr) * 1967-09-29 1968-11-08 Coffrage pour ouvrages circulaires
US3822858A (en) * 1969-07-14 1974-07-09 J Franklin Spacer elements for corner forming system
US3679168A (en) * 1970-04-08 1972-07-25 Richard L Weaver Clamping device
DE2140543A1 (de) * 1971-08-12 1973-02-22 Siemens Bauunion Gmbh Kletterschalung fuer die herstellung von geraden oder gekruemmten stahlbetonwaenden
FR2271368A1 (en) * 1974-05-15 1975-12-12 Gendrot Fernand Variable radius formwork support system - has back to back transverse channels and variable position lengthwise channels
US3994471A (en) * 1975-02-26 1976-11-30 Anthony Turolla Ply joint bar
JPS5447329A (en) * 1977-09-21 1979-04-13 Hidemi Yamagami Method of construction by large scale prefabricated flask and its device
DE7838440U1 (de) * 1978-12-27 1979-04-12 Haensch, Paul, 4600 Dortmund Profilstab zur abdichtung von schalungstafeln in bergwerksstrecken
DE2926735A1 (de) * 1979-07-03 1981-01-22 Schliephacke Heinrich Gelenkriegel zur herstellung von schalungen

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Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9481721B2 (en) 2012-04-11 2016-11-01 Novo Nordisk A/S Insulin formulations

Also Published As

Publication number Publication date
IT1194292B (it) 1988-09-14
IT8321858A0 (it) 1983-06-30
ES277446Y (es) 1985-02-01
PT76967B (de) 1986-02-03
EP0112861B1 (fr) 1988-01-27
WO1984000189A1 (fr) 1984-01-19
PT76967A (de) 1983-07-01
AU1705483A (en) 1984-01-26
ES8407142A1 (es) 1984-08-16
JPS59501219A (ja) 1984-07-12
NO840784L (no) 1984-03-01
DE3375496D1 (en) 1988-03-03
ES523772A0 (es) 1984-08-16
ES277446U (es) 1984-07-16
JPH05501B2 (fr) 1993-01-06

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