EP1243712A2 - Structure de support pour éléments de construction en béton - Google Patents

Structure de support pour éléments de construction en béton Download PDF

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Publication number
EP1243712A2
EP1243712A2 EP02006499A EP02006499A EP1243712A2 EP 1243712 A2 EP1243712 A2 EP 1243712A2 EP 02006499 A EP02006499 A EP 02006499A EP 02006499 A EP02006499 A EP 02006499A EP 1243712 A2 EP1243712 A2 EP 1243712A2
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EP
European Patent Office
Prior art keywords
formwork
manufacturing system
elements
support
concrete
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.)
Withdrawn
Application number
EP02006499A
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German (de)
English (en)
Other versions
EP1243712A3 (fr
Inventor
Moritz Menge
Michael Horstmann
Jens Heckenbach
Thomas Hermann
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
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 DE20105073U external-priority patent/DE20105073U1/de
Application filed by Individual filed Critical Individual
Publication of EP1243712A2 publication Critical patent/EP1243712A2/fr
Publication of EP1243712A3 publication Critical patent/EP1243712A3/fr
Withdrawn legal-status Critical Current

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    • 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/165—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with elongated load-supporting parts, cast in situ

Definitions

  • the invention relates to a manufacturing system for a skeletal support structure for concrete components.
  • skeletal support structures are, for example used in the construction of buildings, especially for industrial buildings.
  • the lost formwork poured with in-situ concrete must be hardened in order to be able to add new props to support further projectiles. Finished parts with high demands on their accuracy of fit are required or these parts are made in a time-consuming formwork and formwork removal process erected on site.
  • DE 199 20 032 A1 describes a manufacturing and assembly system for finished parts known from buildings. Similar prefabricated walls are set up, which are laterally limited by pourable metal frame profiles. The Assembly of the prefabricated walls is very time-consuming here, as there are openings in the connecting plates to arrange adjacent frame profiles corresponding to each other are and must be connected with a separate connecting element.
  • DE-OS 28 11 410 discloses a mold frame for a building with a skeleton or Frame construction in which several elongated hollow sheet metal profiles are coupled to each other with hollow sheet metal corner connectors. To assembly, the elongated hollow profiles and corner connectors poured with concrete. If necessary, the elongated hollow profiles of the finished construction made of wood, metal or plastic instead of concrete become. In practice, this form of framework has not been able to establish itself, since the individual elements are relatively complex to assemble and when pouring of the scaffold are not sufficiently stable. The elongated hollow profiles must be supported frequently so that no sagging bars are created.
  • UK 2 141 475 A is a method and a formwork system for the construction of reinforced concrete building skeletons known in which formwork elements made of fiberglass-reinforced epoxy resin plates and connecting elements for the detachable connection of these formwork elements are provided. After pouring out the formwork elements with concrete and its curing must be the connecting elements removed and the concrete components removed. This process is very labor intensive and only possible after the concrete has completely hardened.
  • the invention has for its object a simplified manufacturing system for To create skeleton-like supporting structures that can be used as quickly as possible and is flexible and yet sufficient stability for the finished supporting structure guaranteed.
  • supporting structure skeletons, for example for institutional and office buildings.
  • the elements of this supporting structure can perform a variety of load-bearing functions.
  • Supporting elements become the supporting functions of different supporting elements sensibly coupled, which allows complex supporting structures to be built.
  • the formation of the support elements as lost formwork elements results in a significant time savings.
  • the various formwork elements can be used Place to be put together modularly.
  • the production of the concrete building elements is significantly simplified because the concrete is lost in the formwork elements on site is filled and the filled formwork elements after the concrete has hardened represent the finished components. After the concrete begins to harden, after about a day, construction can continue quickly.
  • the node element forms the interface for connecting the adjacent support elements.
  • the formation of the knot element from textile concrete, textile reinforced Concrete or a fiber-modified concrete gives the node element an elevated Stability and flexibility at the same time. Those charged with different forces Forces introduced are effectively absorbed and distributed or supported. This is due to the particularly good frictional connection between the textile concrete and the concrete of the supporting elements to be filled and the node element is supported. The result is an improved material behavior with regard to thermal expansion, impact resistance, structural tightness and an increased Corrosion and weather resistance.
  • the invention enables a integral design of the node element.
  • this one Design the material of the lost formwork of the node element as effective Use the node's stability aid.
  • cavities of the Formwork elements to be designed to communicate with each other and, at least form contiguous filling channels in some areas.
  • the communication of the Cavities in the formwork elements can be created via open connections between the Formwork elements are made.
  • By pouring the concrete in the backfill channels can create a continuous concrete connection between the individual formwork elements be achieved that has good strength.
  • the concrete can flow Fill several formwork elements in one filling process.
  • the support elements can be nested be slidable. Due to the slidability, support elements can easily be connected to each other be positioned. It ensures a flexible connection of the support elements, whereby the distance or the overlap of the support elements can be selected. The pushing together can lie on one another or plug into one another will be realized.
  • the Support elements made from at least two adjacent column formwork and / or beam formwork are formed, via a node element arranged between them are interconnectable.
  • the node element forms a kind Branch or intersection at which support formwork and / or beam formwork be put together. This allows stable multi-dimensional Skeleton structures built from the lost formwork and then with Concrete to be filled.
  • Column and beam formwork can be relatively simple Have preforms, with the node element ensuring a good connection.
  • the node element a retaining collar, wherein retaining collar and column formwork transversely to the axial direction of the column formwork can be arranged overlapping one another.
  • the retaining collar is placed in or on a column formwork pushed, placed or inserted and ensures the positioning of the node element and column formwork to each other.
  • the invention can preferably be designed such that the holding collar has a length L from about 5 to 20 cm, preferably from about 10 cm. With lengths in Dimensional tolerances in the vertical orientation of the Support structure by positioning the retaining collar relative to the column formwork be balanced. You can choose between the retaining collar and column formwork For example, wedges are introduced, which overlap the holding collar and Define column formwork and thus the position of the node element for column formwork and define other formwork elements.
  • the node element at least one laterally projecting support web for at least one column formwork exhibit.
  • the column formwork can thus be relative in its longitudinal direction positioned to the node element.
  • the footbridge can optionally be used as a footprint serve for column formwork.
  • the invention can advantageously be designed such that the node element at least one approximately horizontal laterally projecting support surface for at least has a joist formwork.
  • the horizontal contact surface makes it easy Place the joist formwork on the node element. It guarantees one good positionability of the joist formwork on the node element. Can continue the support surface of the joist formwork gives a good hold.
  • the Support surface to facilitate the assembly of the formwork skeleton.
  • the support surface forms a Base side of a U-shape, with at least one side wall of the U-shape as a side holder is designed for a beam formwork.
  • This allows the position of the Timber formwork fixed in the horizontal direction relative to the node element and if necessary be stabilized.
  • Dimension correction elements such as Wedges. Possibly structural tolerances can be compensated.
  • the formwork elements a rectangular, round, oval, elliptical, parabolic, hyperbolic, Have U-shaped or semicircular hollow profile cross section.
  • Cross sections are advantageous because, for example in modular system applications, easy to combine with appropriately trained neighboring elements are. It can also be used to manufacture complex skeletal structures.
  • At least one formwork element at least one inside of its hollow profile at least one Have reinforcement spacers.
  • Such a spacer ensures a distance between the stabilizing reinforcement and the remaining inner wall of the Profile cross section in which concrete can flow.
  • the invention can preferably be designed such that the spacer in Longitudinal direction of the formwork element is formed and at least transversely to it a crossbar is formed on the inside of the hollow profile. This results in a better bond between the formwork element and the concrete.
  • the hollow profile of a formwork element have reinforcement in at least one inner corner region.
  • the reinforcement can be considered a continuous Reinforcement can be formed in the inner corner area, which is in an endless production of formwork elements in a precast plant can.
  • connection cuff can be provided in the invention be, which can be attached to a surface and with a formwork element trained adjacent support element is connectable.
  • connection cuff can for example be a connection between the support element and a floor, a ceiling or wall.
  • the connection cuff has a positioning function.
  • connection cuff have a retaining collar, the retaining collar and the formwork element overlapping transversely to the axial direction of the column formwork of the formwork element can be arranged.
  • the overlapping arrangement allows for bordering and positioning of the formwork element.
  • Dimensional tolerances between Retaining collar and formwork element e.g. through the use of wedges or the like.
  • connection cuff at least one laterally projecting support web for at least one column formwork exhibit.
  • a support web serves as a footprint or contact surface for column formwork.
  • connection cuff has tabs which are brim-shaped are formed around the retaining collar.
  • the tabs result in a easy attachment of the connection cuff on a base, for example a concrete ceiling.
  • the Formwork elements have a regular wall thickness d of about 1 to 2 cm. Surprisingly, this wall thickness is sufficient to give the formwork skeleton one to give sufficient stability and load-bearing capacity.
  • the wall thickness enables that the formwork elements with sufficient mechanical stability is a relative own low weight. This allows the transport as well as the handling the formwork elements on the construction site.
  • At least one outside can of a formwork element can be designed as a visible surface.
  • Such Visible surface e.g. when using special concrete building materials, an even Structure and have a non-porous surface. It can also, accordingly their intended purpose.
  • Figure 1 shows a perspective view of support elements of an inventive Manufacturing system 1 for a skeletal support structure for concrete components.
  • the supporting elements shown are each as lost formwork elements educated.
  • Figure 1 are the individual different formwork elements spaced from each other to ensure a better overview shown.
  • the manufacturing system 1 is designed so that the individual lost Formwork elements are interconnectable.
  • a column formwork 2 is shown, under which is designed as a foot cuff Connection cuff 5 is arranged.
  • a knot element 4 Located above the column formwork 2 there is a knot element 4.
  • a star shape around this knot element are four joist formwork 3 arranged.
  • the formwork elements 2, 3, 4, 5 have cavities 6, 7, 8, 9, which are together are communicating and, at least in some areas, coherent Form filling channels.
  • the support elements 2, 3, 4 and 5 are one inside the other pushable, layable or pluggable.
  • spacers in the longitudinal direction of the formwork elements 16, 27 and partially transverse webs 30 are formed on the inside 15 of the column formwork 2 and on the inside 26 of the beam formwork 3 .
  • the spacers 16, 27 each approximately in the center of the page and the crossbars transverse to the Spacers each arranged at approximately the same distance from each other.
  • the location and the arrangement of the spacers 16, 27 and the crossbars 30 is variable.
  • Two adjacent support elements e.g. the column formwork 2 and one of the beam formwork 3 or two or more neighboring beam formwork 3, are over the node element 4 arranged between them can be connected to one another.
  • the Node element 4 is also designed as a lost formwork element.
  • the column formwork 2 can be inserted into the connection cuff 5.
  • the connection cuff 5 has a vertical retaining collar 20 with a rectangular cross section.
  • the Retaining collar 20 and the column formwork 2 are transverse to the axial direction of the column formwork 2 can be arranged overlapping.
  • tabs 21 are formed laterally projecting outwards.
  • the tabs 21 of the connection cuff 5 run brim-shaped around the holding collar 20.
  • Inside the connection cuff 5 has a cavity 9.
  • Figure 2 shows a sectional view of the connection cuff of Figure 1 along the Section line II-II. Following the holding collar 20 and the tabs 21 are, laterally projecting inwards, support webs 32 are formed.
  • Figure 3 shows a perspective view of the node element of Figure 1.
  • Das Node element 4 has a holding collar 10, the holding collar 10 and the Column formwork 2 overlapping one another transversely to the axial direction of the column formwork 2 can be arranged.
  • the holding collar 10 has a length L that is in the range can vary from 5 to 20. In the example shown, it has a square Cross-section.
  • each contact surface 11 for joist formwork 3 On the holding collar 10 of the node element 4, projecting laterally outwards, four horizontal contact surfaces 11 for joist formwork 3.
  • the contact surfaces 11 each form the base sides of four U-shapes 12.
  • Die U-shapes 12 have side walls 13, each approximately at a right angle to the Bases of the U-shapes 12 are erected. Between the side walls 13 and the bases of the U-shapes 12 are other angles, e.g. from 60 °, conceivable.
  • each form two adjacent side walls 13 of adjacent ones U-shapes 12 form approximately a right angle to one another.
  • the side walls 13 of the U-shapes 12 are designed as side holders for the beam formwork 3.
  • Figure 4 shows a sectional view of Figure 3 along the section line IV-IV. Subsequently to the horizontal contact surfaces 11, the holding collar 10 and the side walls 13 are formed laterally inwardly projecting support webs 31.
  • Figure 5 shows a cross section of the column formwork 2 of Figure 1.
  • the shown Column formwork 2 has a square hollow profile cross section.
  • the column formwork 2 has flat outer sides 14.
  • On the inner sides 15 of the column formwork 2 are each in the middle of the side spacers 16.
  • the spacers 16 protrude into the interior of the hollow profile cross section.
  • the spacers 16 are formed as a thickening of the side walls 17 of a column formwork 2.
  • Reinforcements 19 are located in the inner corner regions 18 of the column formwork 2.
  • the reinforcements 19 each create two angles in the inner corner regions 18 ⁇ of about 135 °.
  • Figure 6 shows a cross section of the beam formwork of Figure 1.
  • the shown Cross-section has a U-shape 22.
  • the inside of the U-shape 22 of the beam formwork 3 forms the cavity 7.
  • the U-shape 22 has a base 23 and two at an angle of about 90 ° to Base 23 arranged side walls 24.
  • the base 23 and the side walls 24 have outer sides 25 and inner sides 26.
  • On the inner sides 26 of the side walls 24 are located in the middle, spacers 27. These each represent a thickening of the side walls 24.
  • On the inside 26 of the Base 23 are also spacers 27 arranged in the interior of the The joist formwork protrudes.
  • the spacers 27 are as a thickening of the base 23 formed and spaced from each other and each spaced from the inner corner areas 28 of the U-shape 22 is formed.
  • the inner corner areas 28, between the base 23 and one of the side walls 24, have reinforcements 29.
  • the reinforcements 29 arise per corner in each case two angles ⁇ of approximately 135 °.
  • the individual formwork elements shown have regular wall thicknesses d of about 1 cm.
  • FIG. 7 shows a cross section of an edge girder formwork 33.
  • Beam formwork 3 has the edge beam formwork 33 on both sides of the floor surface 44 differently long side surfaces 42, 43. Thereby forms a lower one In the area of the longer side surface 43, a beam formwork border 34 and a upper region of the side surface 43 from a ceiling 35.
  • the difference D the lengths of the side surfaces 42, 43 correspond approximately to the later backfill height of the Blanket.
  • Spacers are located on an inner wall 37 of the edge truss formwork 33 38.
  • the upper edge of the shorter side surface 42 has a bearing surface 41 on which a blanket 36 can be placed.
  • the ceiling 36 has ceiling reinforcements 40 on.
  • the ceiling has a ceiling filling area 39, which ends approximately with the upper edge 54 of the side surface 43.
  • Figure 8 shows a cross section of a formwork clamp 45, in which there is a girder formwork 3 is located.
  • the formwork clamp 45 has two parallel side supports 46, which are arranged upright on a support profile 49.
  • the support profile 49 has an I profile, for example.
  • the side supports 46 are each by Rigid 47 supported.
  • One of the side supports 46 is on a movable bracket 48 attached.
  • the bracket 48 is along the support profile 49 along the direction of displacement A can be moved lengthways.
  • the holder 48 has a wedge 51 which can each snap into a hole 50 of the support profile 49.
  • the support profile 49 is below clutched by a claw 52. Here, holding arms of the claw 52 the T-profile of the support profile 49.
  • teeth are provided for the claw.
  • the arms hold the claw 52 the lower crossbar of the support profile 49 with vertical play, so that, depending on the vertical displacement of the claw 52, the teeth in the holes 54 intervene vertically or not.
  • the direction of displacement of the claw 52 along the support profile is identified by the arrow B in FIG.
  • the claw 52 is vertical with one downward projecting bolt 53 connected, which in commercially available supports can be introduced.
  • the column formwork 2 is upright in the manufacturing system 1 in the connection cuff 5 used.
  • the column formwork 2 is placed on the support web 32 on.
  • the connection cuff 5 serves to establish the column formwork 2 on a concrete ceiling (not shown).
  • the connection cuff 5 is in the intended position placed on the concrete surface. You can with the help of a push board (not shown) be fixed. This is over the tabs 21, which are brim-shaped are formed around the retaining collar 20, struck on the finished concrete surface. The tabs 21 later disappear in the expanded state of the construction project under, for example, the floor screed (not shown).
  • a completed reinforcement (not shown) can be used.
  • the column formwork 2 can be completed with reinforcement (not shown), e.g. B. made of steel.
  • the spacers 16 and the crossbars 30 of the column formwork 2 ensure a distance between the side walls 13 and the internal reinforcement.
  • the spacers 16 and the crossbars 30 serve to optimize the composite between formwork and in-situ concrete. They can also be used to stiffen the Column formwork 2 contribute.
  • the spacers 16 are in the longitudinal direction of the column formwork 2 attached to an endless production with a sliding formwork in the Allow precast plant.
  • In the inner corner regions 18 of the hollow profile Column formwork 2 there are reinforcements 19 which stabilize the column formwork 2 and an improvement in the bond between column formwork 2 and serve concrete.
  • the column formwork 2 can be attached to the node element 4 by sliding it on or plugged on.
  • the node element can 4 the upper area of the column formwork 2 with the aid of the holding collar 10 overlap.
  • the holding collar 10 can be designed such that its inner cross section is slightly larger than the outer cross section of the column formwork 2. Consequently can the holding collar 10 slip the column formwork 2.
  • Has the collar 10 shows a cross section which is smaller than the inner cross section of the column formwork 2, the retaining collar 10 of the node element 4 can be pushed into the column formwork 2 become.
  • the holding collar 10 has a length L in a range of about 5 to 20 cm. This ensures that, for example, through the introduction of wedges between the retaining collar 10 and the column formwork 2, dimensional tolerances corrected by up to 5 to 20 cm in the height of the node element 4 can be.
  • the node element 4 is an intersection and connection point of the manufacturing system 1 and forms a type of sleeve that supports the column formwork 2 with one or more Joist formwork 3 can connect. You can also use the node element to assemble two or more column formwork or beam formwork Formwork elements are connected.
  • the wing-shaped U-shapes 12 arranged around the node element 4 have Base areas, which serve as contact surfaces 11 for the beam formwork 3 can. On these bearing surfaces 11, the joist formwork 3 with the Base pages 23 of their U-shapes 22 are placed or pushed on.
  • the sidewalls 13 of the U-shape 12 of the node element 4 serve as a side holder for the Beam formwork 3. You can also use it as a guide surface for the side walls 24 when placing or sliding the joist formwork 3 onto the node element 4 serve.
  • the side walls 13 are so large in combination with the bearing surface 11 dimensioned that by inserting, for example, wedges between the U-shape 12 and the beam formwork 3 in this dimensioning dimensional tolerances per Beams of up to 20 cm in length and up to 1 ° position deviation compensated can be. Reinforcement can be placed in the U-shape 22 of the beam formwork 3 (not shown) are introduced.
  • the spacers 27 provided on the inner sides 26 and the transverse webs 30 allow the side walls 24 to be spaced from an internal reinforcement. Due to the longitudinal orientation of the spacers 27 for the reinforcement can under-beam formwork 3 endless with the help of sliding formwork in a precast plant getting produced. In addition, the spacers 27 and the crossbars 30 contribute to the bracing of the joist formwork 3. In the inner corner areas 28 provided reinforcements 29 serve to stabilize the beam formwork 3 and to improve the bond between the joist formwork 3 and the concrete.
  • the edge girder formwork 33 allows, on the one hand, a support for the ceiling 36 to make available and on the other hand the necessary due to the one-sided increase To replace shuttering of the ceiling.
  • the ceiling 36 is on the support surface 41 of the side surface 42 is placed.
  • the ceiling 36 as well as the edge beam formwork 33 are subsequently filled with concrete, for example up to the top edge 54 of the side surface 43.
  • textile concrete as exposed concrete for the edge girder formwork 33 results for the girder formwork edging 34 and the ceiling 35 a homogeneous appearance, which is almost no structural joints, even if the joists and ceilings are moved at different times, having.
  • Such edge girder formwork 33 can be produced without much additional effort, however, significantly reduce the formwork and increase the Variety of possible uses of the supporting structure.
  • the formwork clamp 45 is in connection with the claw 52 and the bolt 53 a lateral and vertical support of the joist formwork 3, for example allows.
  • the distance between the side supports 46 is due to the respective engagement of the wedge 51 of the holder 48 in one or more holes 50 of the support profile 49 variable adjustable.
  • the claw 52 can still be adjusted so that it is by engaging teeth in one or more holes 54 of the support profile 49 located approximately in the middle below the formwork to be filled.
  • the one with the claw 52 connected bolt 53 can be inserted into various commercially available supports become or serve as a support.
  • the claw 52 is movable they are always attached to the profile by holding arms that clasp the profile.
  • the side supports 46 of the formwork clamp 45 are given an additional one by the bending stiffeners 47 lateral hold. In the case of large beam heights, the flexural bars 47 can pass through Suitable profiles can be extended.
  • the supporting elements of the skeleton-like supporting structure for concrete building elements can be filled in individually or in combination with concrete.
  • This can be more conventional In-situ concrete and self-compacting concrete are used, if necessary in combination.
  • Such a combination is advantageous because, compared to the necessary vibrating process for the compaction of normal concrete, a lower load represents the formwork elements.
  • the concrete can be communicated via the formed cavities 6, 7, 8, 9 of the formwork elements from a formwork element flow into the neighboring and these formwork elements monolithic connect.
  • the concreting can be done either after creating a formwork or a Formwork construction as well as after the completion of the skeleton-like supporting structure by ceiling formwork elements or the like.
  • the concreting process can then be done for all concrete components at the same time. So a monolithic Building, which basically consists of individual support elements, similar a modular system.
  • the formwork elements shown in the figures preferably exist, at least partially, from textile concrete, textile reinforced concrete or a fiber modified Concrete.
  • the formwork elements thus have increased tensile and bending tensile strength, an improved impact resistance and structural tightness as well as an increased Corrosion and weather resistance. Because the formwork elements as lost Formworks are formed, these properties will affect the finished Transfer concrete components.
  • a regular wall thickness d is the Formwork elements of about 1 to 2 cm shown are sufficient to provide a corresponding To allow stability of the formwork construction.
  • the illustrated Formwork elements have smooth, defect-free surfaces on the outside. they are therefore suitable as visible surfaces of buildings or parts of buildings.
EP02006499A 2001-03-23 2002-03-22 Structure de support pour éléments de construction en béton Withdrawn EP1243712A3 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE20105073U DE20105073U1 (de) 2001-03-23 2001-03-23 Tragkonstruktion für Betonbauelemente
DE20105073U 2001-03-23
DE10123856A DE10123856A1 (de) 2001-03-23 2001-05-16 Tragkonstruktion für Betonbauelemente
DE10123856 2001-05-16

Publications (2)

Publication Number Publication Date
EP1243712A2 true EP1243712A2 (fr) 2002-09-25
EP1243712A3 EP1243712A3 (fr) 2003-10-15

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Application Number Title Priority Date Filing Date
EP02006499A Withdrawn EP1243712A3 (fr) 2001-03-23 2002-03-22 Structure de support pour éléments de construction en béton

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EP (1) EP1243712A3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007012345A1 (fr) * 2005-07-28 2007-02-01 Vst Verbundschalungstechnik Gmbh Procede de construction mur-plafond dans une execution en beton arme

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2811410A1 (de) 1977-03-28 1978-10-12 Peitz Josef Jun Formgeruest fuer ein gebaeude mit einer skelett- oder rahmenkonstruktion
GB2141475A (en) 1982-12-02 1984-12-19 Lend Lease Method and lining system for erecting buildings
DE3614329A1 (de) 1985-04-29 1986-11-06 Dieter Dipl.-Ing. Hayde Verfahren zum herstellen von gebaeuden
DE3628876A1 (de) 1986-08-26 1988-03-10 Germey Ingenieur Und Tiefbau G Verlorene schalung
DE19920032A1 (de) 1999-04-26 2000-11-16 Micado 2000 Ltd Herstellungs- und Montagesystem für Fertigteile von Gebäuden

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4081935A (en) * 1976-07-26 1978-04-04 Johns-Manville Corporation Building structure utilizing precast concrete elements
AT402084B (de) * 1994-05-26 1997-01-27 Boesch Berndt Verlorenes schalungselement
GB2317192A (en) * 1996-09-04 1998-03-18 Dinsdale Lawrence Permanent formwork

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2811410A1 (de) 1977-03-28 1978-10-12 Peitz Josef Jun Formgeruest fuer ein gebaeude mit einer skelett- oder rahmenkonstruktion
GB2141475A (en) 1982-12-02 1984-12-19 Lend Lease Method and lining system for erecting buildings
DE3614329A1 (de) 1985-04-29 1986-11-06 Dieter Dipl.-Ing. Hayde Verfahren zum herstellen von gebaeuden
DE3628876A1 (de) 1986-08-26 1988-03-10 Germey Ingenieur Und Tiefbau G Verlorene schalung
DE19920032A1 (de) 1999-04-26 2000-11-16 Micado 2000 Ltd Herstellungs- und Montagesystem für Fertigteile von Gebäuden

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007012345A1 (fr) * 2005-07-28 2007-02-01 Vst Verbundschalungstechnik Gmbh Procede de construction mur-plafond dans une execution en beton arme
US8484928B2 (en) 2005-07-28 2013-07-16 Vst Verbundschalungstechnik Ag Method for producing a wall-ceiling reinforced concrete construction

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Publication number Publication date
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