EP2206855B1 - Schalungspaneel für eine dünne Betonschicht, Einheit aus zwei dieser Schalungspaneele sowie Verfahren zum Zusammenbauen dieser Schalungspaneele - Google Patents

Schalungspaneel für eine dünne Betonschicht, Einheit aus zwei dieser Schalungspaneele sowie Verfahren zum Zusammenbauen dieser Schalungspaneele Download PDF

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Publication number
EP2206855B1
EP2206855B1 EP20100305017 EP10305017A EP2206855B1 EP 2206855 B1 EP2206855 B1 EP 2206855B1 EP 20100305017 EP20100305017 EP 20100305017 EP 10305017 A EP10305017 A EP 10305017A EP 2206855 B1 EP2206855 B1 EP 2206855B1
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EP
European Patent Office
Prior art keywords
panels
receiving means
form panels
panel
opposing
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.)
Active
Application number
EP20100305017
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English (en)
French (fr)
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EP2206855A1 (de
Inventor
Philippe Santerre
Thierry Braud
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.)
Sateco SA
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Sateco SA
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 Sateco SA filed Critical Sateco SA
Publication of EP2206855A1 publication Critical patent/EP2206855A1/de
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Publication of EP2206855B1 publication Critical patent/EP2206855B1/de
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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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • 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
    • 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
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0651—One-piece elements
    • E04G17/0652—One-piece elements fully recoverable
    • 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
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0651—One-piece elements
    • E04G17/0654—One-piece elements remaining completely or partially embedded in the cast material
    • 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
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/12—Tying means; Spacers ; Devices for extracting or inserting wall ties with arms engaging the 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
    • E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
    • E04G19/003—Arrangements for stabilising the forms or for moving the forms from one place to another
    • 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
    • E04G2011/067—Integrated forms comprising shuttering skin, bracing or strutting arrangements, workplatforms and railings

Definitions

  • the present invention relates to a molding board for a concrete veil, of the type described in the preamble of claim 1.
  • the invention relates to the field of building construction, more particularly to the shuttering formwork used to mold concrete sails.
  • Molding bars having two blocks or upper members for receiving the clamping rod or for maintaining the spacing, and two blocks or lower members for receiving a clamping rod or for maintaining the spacing, arranged in four corners of a rectangle.
  • the panels are also provided, for the purpose of an assembly of several panels one above the other, two blocks or median receiving members of clamping rod or maintaining the spacing located in a middle part, between the upper part and the lower part.
  • Each medial block or organ is aligned vertically with one of the lower blocks or bodies and one of the upper blocks or bodies.
  • the latter When assembling the panels facing each other, the latter are provided with four clamping rods to maintain the spacing between opposite banks, especially during the pouring of concrete.
  • the clamping rods are arranged in the two lower blocks and in the two upper blocks.
  • the flanks are lower flanks, that is to say, surmounted by upper flaps, the four clamps are arranged in the two middle blocks and in the two lower blocks.
  • An object of the invention is to provide a casting molding of a concrete veil quickly assembled with an opposite side.
  • the invention relates to anadohe of the aforementioned type, characterized by the characterizing part of claim 1.
  • the subject of the invention is also an assembly of at least two moldings for molding a concrete web, the two panels being suitable for being assembled facing one another, the assembly comprising holding rods of the spacing between the two panels, characterized in that the two panels are according to any one of claims 1 to 5, and in that the spacing holding rods are adapted to be received in the receiving members opposing superiors and in opposite lower receiving organs of the two banches.
  • the subject of the invention is also a method of assembling a plurality of moldings of a concrete veil, of the type comprising a step of placing two banks opposite one another, and a step of inserting a spacer rod on the two panels to maintain a spacing between the two panels, characterized in that the panels are according to any one of claims 1 to 5, and in that the number of spacing holding rods for maintaining the spacing between at least one pair of opposing fascias is limited to three.
  • the method according to the invention comprises one or more of the features of claims 8 and 9.
  • the Figure 1 illustrates a molding 2 molding a concrete veil.
  • the board 2 is intended to be assembled with an identical opposite side 2A ( Figure 2 ).
  • the two panels 2 and 2A thus assembled form a mold of a concrete veil.
  • the panel 2 comprises a formwork body 4.
  • the panel 2 is further provided, in a conventional manner, with a working platform 6 held by one or more collapsible braces 8 for ground support (see FIG. Figure 2 , not shown on the Figure 1 ).
  • the formwork body is provided with three lifting shackles 9.
  • the formwork body 4 has a rectangular parallelepipedal general shape. It defines a form surface 10 having a lower edge 12, an upper edge 14 and two side edges 16 joining the lower and upper edges 12, 14 at their ends.
  • the form surface 10 is flat and rectangular in outline.
  • the lower and upper edges 12, 14 constitute a reference of horizontality
  • the lateral edges 16 constitute a reference of verticality
  • the formwork body 4 further comprises on a rear face a plurality of vertical stiffeners 18, as well as fastening elements 20 to another branch located above, below, or next to the panel 2.
  • the body formwork is also provided with two foot cylinders 21 able to enhance the formwork body 4 relative to the ground.
  • the shuttering body 4 of the panel 2 is divided into an upper part 24, a lower part 26, and a middle part 28 extending between the upper part 24 and the lower part 26.
  • the shuttering body 4 of each panel 2 is provided with an upper block 32 for receiving the clamping rod for clamping the panels 2 and 2A towards each other, two middle blocks 34 for receiving the clamping rod , and two lower blocks 36 receiving clamping rod.
  • the upper block 32 is located in the upper part 24, the two middle blocks 34 in the middle part 28 and the two lower blocks 36 in the lower part 26.
  • the formwork body 4 comprises a horizontal stiffener 38 located in the upper part 24 of the panel 2.
  • the lower blocks 36 are spaced apart in the horizontal direction X-X parallel to the edge 12. They are at the same level. The lower blocks 36 are thus aligned in the horizontal direction X-X.
  • the lower blocks 36 are arranged symmetrically with respect to a median vertical plane P of the shuttering body 4 of the panel 2 perpendicular to the surface 10 ( Figure 1 ).
  • the upper block 32 is spaced, in a vertical direction, from the two lower blocks 36.
  • the upper block 32 is located, in the horizontal direction, strictly between the two lower blocks 36 adjacent.
  • the upper block 32 is spaced, in the horizontal direction, from each lower block 36 by at least 20% of the horizontal distance between the two lower blocks 36, preferably by at least 30%, more preferably by at least 40%, more preferably 50%.
  • the upper block 32 forms the main vertex of an isosceles triangle whose base is formed by the two lower blocks 36.
  • the upper block 32 is centered on the median vertical plane P.
  • the medial blocks 34 are aligned in the horizontal direction XX.
  • the two middle blocks 34 and the two lower blocks 36 are arranged at the four corners of a rectangle.
  • the rectangle is vertical and centered, relative to the body 4, in the horizontal direction X-X.
  • the form body 4 has a height h , measured in the vertical direction, for example between 2.50m and 3.20m, and a width l , measured in the horizontal direction for example between 2m and 3m.
  • the distance measured in a vertical direction YY between each median block 34 and each of the lower blocks 36 is for example substantially between 50% and 75% of the height h of the formwork body 4.
  • the distance measured in the vertical direction YY between each lower block 36 and the upper block 32 is between, for example, 0.8 and 1 times the height h .
  • the distance measured in the horizontal direction XX between the two lower blocks 36 is for example equal to half the width l .
  • the formwork assembly formed by the panels 2 and 2A is a single stage, and only three clamping rods 40 are used.
  • a same upper clamping rod 40 is received in the two opposite upper blocks 32 of the two panels 2 and 2A, while two lower clamping rods 40 are each arranged in a respective pair of opposite lower blocks 36 of the panels 2 and 2A, as shown in FIG. illustrate the three gray circles of the Figure 1 .
  • the clamping rods 40 are of any suitable type.
  • the Figure 3 illustrates more precisely the upper rod 40 received in the upper block 32 of each of the two panels 2 and 2A, and the horizontal stiffener 38 of each panel 2, 2A.
  • the rod 40 is a screw comprising a threaded portion 42 and an operating head 44 forming a support collar 46.
  • the upper blocks 32 are identical. They nevertheless have two distinct configurations, namely a sliding pivot connection configuration with the rod 40, and a connection configuration screwed with the rod 40.
  • each block 32 comprises a nut 50 movably mounted in a cage 52 between a disengaged high position (right block on the Figure 3 ), and an lower position of receiving the rod 40 in the nut 50 (left block on the Figure 3 ).
  • the nut 50 is enclosed inside the cage 52. It comprises a hook 54 adapted to bear on the top of the cage 52 to hook the nut 50 in its high position. In the low position, the nut 50 is supported on the bottom of the cage 52.
  • the nut 50 has an internal thread complementary to the thread of the threaded portion 42 of the rod 40.
  • Block 32 is in the sliding pivot connection configuration.
  • the bearing flange 46 forms a bearing abutment on the block 32 and blocks the translation of the rod 42 along its axis A relative to the corresponding block 32, to the opposite block 32.
  • the nut 50 In the opposite receiving block 32, the nut 50 is in its low position and the clamping rod 40 is screwed through the nut 50.
  • the opposite block 32 is in the screw connection configuration.
  • the upper block 32 is further mounted to tilt between the active position of the figures 2 and 3 and a retracted position towards the rear ( Figure 4 ).
  • the retracted position frees the space needed for the upper sideboard to assemble with the sideboard 2.
  • the medial blocks 34 and the lower blocks 36 are of any known type, each having, for example, also a sliding pivot connection configuration and a screw connection configuration.
  • the Figure 5 illustrates more particularly the lower blocks 36, which are identical to the middle blocks 34.
  • the rod 40 is pivotally and slidably received along its axis in the block 36.
  • the nut 50 On the left side 2A, the nut 50 is in its low position. The rod 40 is screwed into the nut 50.
  • the rod 40 is for example provided with a tightening nut 51 screwed onto the rod 40.
  • the nut 51 has a bearing flange 52 on the block 36.
  • the nut 51 has the advantage of ensuring rapid clamping by turning the nut 51 rather than the head 44 of the rod 40.
  • the desired spacing between the two panels 2 and 2A is obtained by screwing the rods 40.
  • the screwing of the rods 40 squeezes the opposite banks 2 and 2A towards one another.
  • the unscrewing of the rods 40 allows them to move away from one another.
  • the horizontal stiffener 38 will now be described in more detail with regard to the figure 3 .
  • the horizontal stiffener 38 is disposed at the level of the upper block 32. As shown in FIG. figure 3 , the upper block 32 is integral with the stiffener 38, itself secured to the form surface 10. The stiffener 38 is for example welded to the form surface 10. The block 32 is for example stuck on the stiffener 38.
  • the stiffener 38 has several plies 39 of bending reinforcement around a vertical axis, namely three horizontal plies 39 forming a 90 ° angle.
  • the horizontal stiffener 38 thus has, in vertical section, a stepped shape.
  • stiffener 38 is made of a material more rigid than the material of the form surface 10 and / or in a material more rigid than the material of the vertical stiffeners 18.
  • the stiffener 38 is for example made in a high yield strength steel while the form surface 10 and the vertical stiffeners 18 are made of a mild steel. Alternatively, the form surface 10 and / or the vertical stiffeners 18 are also made of a high yield strength steel.
  • two of the vertical stiffeners 18 are disposed on either side of the block 32, in the immediate vicinity of the block 32.
  • the vertical stiffeners 18 are integral with the form surface 10. They are for example welded to the form surface 10. They extend over substantially the entire height of the form surface 10.
  • the vertical stiffeners 18 are integral with the horizontal stiffener 38. They are for example welded to the horizontal stiffener 38.
  • the vertical stiffeners 18 reinforce the shuttering body 4 at the upper block 32 in bending around a horizontal axis extending in the formwork plane.
  • FIGS. 6 and 7 illustrate a set of two boards 2B and 2C assembled one above the other by means of the fastening elements 20.
  • the assembly thus comprises an upper panel 2B and a lower panel 2C.
  • the clamping rods 40 of the upper boards 2B are arranged in the same way as on the Figures 1 and 2 , namely a clamping rod 40 in the opposite upper blocks 32 and two clamping rods 40 each in a respective pair of opposite lower blocks 36 (on the Figure 6 , the gray circles symbolize the location of each clamping rod 40).
  • the bottom panels 2C are provided with four clamping rods 40, two of which are each received in a respective pair of opposite medial blocks 34 and two are each received in a respective pair of opposed lower blocks 36.
  • each lower branch 2C is, in the example shown, retracted in its rearward pivoted position to allow the support of the upper formwork 2B and the associated lower branch 2C.
  • the upper clamping rod 40 is inserted into the respective upper blocks 32 of the two panels 2, 2A, and the two lower rods 40 are inserted into the lower blocks 36.
  • the rods 40 are screwed to bring the panels 2 and 2A towards each other, until the selected spacing is obtained between the two facing surfaces 10 opposite.
  • a subsequent step is to pour a liquid concrete between the two panels 2 and 2A, and this over substantially the entire height h .
  • the concrete generates a pressure tending to separate the panels 2 and 2A from one another.
  • the rods 40 maintain the selected spacing against the force exerted by the pressure of the concrete.
  • the arrangement of the upper block 32 between the two lower blocks 36 allows this reduction in the number of clamping rods 40 while minimizing the mechanical bending forces on the panels 2.
  • the isosceles triangle arrangement optimizes the distribution of the forces exerted on the panel 2 at the level of the clamping rods 40.
  • the horizontal stiffener 38 provides a good distribution of forces in the upper part 24 of the panel 2. It provides the reinforcement of the panel 2 in bending around a vertical direction.
  • the suitable choice of the material of the horizontal stiffener 38 confers on panel 2 the bending strength required at the single upper block 32 for receiving the clamping rod.
  • the boards are not necessarily all identical: alternatively, the boards may be compatible but not identical.

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  • 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)

Claims (9)

  1. Verschalung (2) zum Formen einer Betonplatte, umfassend einen Schalkörper (4), umfassend einen unteren Teil (26) und einen oberen Teil (24), wobei der untere Teil (26) zwei untere Elemente (36) für die Aufnahme einer Stange (40) zum Halten des Abstandes zwischen der Verschalung (2) und einer gegenüberliegenden Verschalung (2A) umfasst, wobei die unteren Aufnahmemittel (36) zueinander in einer Horizontalrichtung (X-X) beabstandet sind, wobei der obere Teil (24) ein oberes Element (32) für die Aufnahme einer Stange zum Halten des Abstandes (40) zwischen der Verschalung (2) und der gegenüberliegenden Verschalung (2A) umfasst, wobei das obere Aufnahmeelement (32) in Horizontalrichtung (X-X) exakt zwischen den beiden unteren Aufnahmeelementen (36) angeordnet ist, dadurch gekennzeichnet, dass die Verschalung (2) nur ein einziges oberes Aufnahmeelement (32) besitzt.
  2. Verschalung (2) nach Anspruch 1, bei der das obere Aufnahmeelement (32) und die unteren Aufnahmeelemente (36) jeweils an einer Ecke eines gleichschenkeligen Dreiecks angeordnet sind, wobei das obere Aufnahmeelement (32) die Hauptspitze des gleichschenkeligen Dreiecks bildet und die unteren Aufnahmeelemente (36) die Basis des gleichschenkeligen Dreiecks bilden.
  3. Verschalung (2) nach Anspruch 1 oder 2, bei der die Verschalung (2) exakt zwei untere Aufnahmeelemente (36) umfasst.
  4. Verschalung (2) nach einem der vorhergehenden Ansprüche, bei der der Schalkörper (4) einen Mittelteil (28) zwischen dem oberen Teil (24) und dem unteren Teil (26) umfasst, wobei der Mittelteil (28) zwei mittlere Aufnahmeelemente (34) für die Stange (40) zum Halten des Abstandes umfasst, wobei die mittleren Aufnahmeelemente (34) und die unteren Aufnahmeelemente (32) vorzugsweise jeweils an einer Ecke eines Rechtecks angeordnet sind.
  5. Verschalung (2) nach einem der vorhergehenden Ansprüche, bei der die Verschalung (2) eine horizontale Versteifung (38) umfasst, die im Bereich des oberen Aufnahmeelements (32) angeordnet ist.
  6. Einheit von mindestens zwei Verschalungen (2) zum Formen einer Betonplatte, wobei die beiden Verschalungen (2, 2A, 2B, 2C) geeignet sind, einander gegenüberliegend verbunden zu werden, wobei die Einheit Stangen (40) zum Halten des Abstands zwischen den beiden Verschalungen (2, 2A, 2B, 2C) umfasst, dadurch gekennzeichnet, dass die beiden Verschalungen (2, 2A, 2B, 2C) nach einem der vorhergehenden Ansprüche ausgeführt sind, und dass die Stangen (40) zum Halten des Abstands geeignet sind, in den gegenüberliegenden oberen Aufnahmeelementen (32) und in den gegenüberliegenden unteren Aufnahmeelementen (36) der beiden Verschalungen (2, 2A, 2B, 2C) aufgenommen zu werden.
  7. Verfahren zum Zusammenbau von mehreren Verschalungen zum Formen einer Betonplatte, umfassend einen Schritt des Anordnens von zwei Verschalungen (2, 2A, 2B, 2C) einander gegenüber und einen Schritt des Einsetzens einer Stange (40) zum Halten des Abstandes auf die beiden Verschalungen (2, 2A, 2B, 2C), um einen Abstand zwischen den zwei Verschalungen (2, 2A, 2B, 2C) zu halten, dadurch gekennzeichnet, dass die Verschalungen (2, 2A, 2B, 2C) nach einem der Ansprüche 1 bis 5 ausgeführt sind, und dass die Anzahl von Stangen (40) zum Halten des Abstandes, um den Abstand zwischen mindestens einem Paar von gegenüberliegenden Verschalungen (2, 2A, 2B, 2C) zu halten, auf drei begrenzt ist.
  8. Verfahren nach Anspruch 7, wobei das Verfahren einen späteren Schritt des Gießens von Beton zwischen die beiden gegenüberliegenden Verschalungen (2, 2A, 2B, 2C), die von den drei Stangen (40) zum Halten des Abstandes gehalten werden, umfasst, und zwar auf im Wesentlichen der gesamten Höhe (h) des Schalkörpers (4) der Verschalungen (2, 2A, 2B, 2C).
  9. Verfahren nach Anspruch 7 oder 8, bei dem mehrere Verschalungen (2, 2A, 2B, 2C) stufenweise übereinander verbunden sind, wobei die an der Spitze befindlichen oberen Verschalungen (2B) nur mit drei Stangen (40) zum Halten des Abstands für zwei gegenüberliegende Verschalungen (2B) versehen sind, wobei die anderen Verschalungen (2C) vorzugsweise mit mindestens vier Stangen (40) zum Halten des Abstands für zwei gegenüberliegende Verschalungen (2C) versehen sind.
EP20100305017 2009-01-09 2010-01-07 Schalungspaneel für eine dünne Betonschicht, Einheit aus zwei dieser Schalungspaneele sowie Verfahren zum Zusammenbauen dieser Schalungspaneele Active EP2206855B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0950105A FR2940994B1 (fr) 2009-01-09 2009-01-09 Banche de moulage d'un voile en beton, ensemble de deux banches de ce type, et procede d'assemblage des banches

Publications (2)

Publication Number Publication Date
EP2206855A1 EP2206855A1 (de) 2010-07-14
EP2206855B1 true EP2206855B1 (de) 2015-04-08

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EP20100305017 Active EP2206855B1 (de) 2009-01-09 2010-01-07 Schalungspaneel für eine dünne Betonschicht, Einheit aus zwei dieser Schalungspaneele sowie Verfahren zum Zusammenbauen dieser Schalungspaneele

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EP (1) EP2206855B1 (de)
FR (1) FR2940994B1 (de)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3004483B1 (fr) * 2013-04-12 2016-10-07 Sateco Sa Banche de coffrage comportant un dispositif de liaison superieure
FR3014460B1 (fr) * 2013-12-05 2016-12-09 Michel Dumonte Dispositif de construction et procede de construction utilisant ce dispositif de construction
FR3016383B1 (fr) * 2014-01-14 2018-01-12 Outinord St Amand Banche de coffrage avec ossature articulee.
FR3035905B1 (fr) * 2015-05-07 2018-07-13 Outinord St Amand Banche et coffrage contenant une telle banche
WO2019241528A1 (en) * 2018-06-13 2019-12-19 Wilan Holding Company Heavy duty spanning forms and related systems and methods
CN110821175B (zh) * 2019-11-27 2021-10-01 中国建筑第七工程局有限公司 建筑剪力墙模板支撑系统
CN110905187B (zh) * 2019-12-09 2021-10-01 国网新疆电力有限公司建设分公司 一种变电站主体建设用模板结构

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1434470A1 (de) * 1962-12-10 1968-11-07 Symons Mfg Company Verankerungsvorrichtung fuer Ankerstangen zur Herstellung einer Form fuer Betonwaende
US3374984A (en) * 1965-09-16 1968-03-26 Walter E. Mueller Wall form bracket
JP3269808B2 (ja) * 1998-08-24 2002-04-02 竹村工業株式会社 生コンクリート打設方法及び該方法に使用する型枠装置
US6601820B2 (en) * 1999-01-13 2003-08-05 Gates & Sons, Inc. Gang form for use with a concrete form system and method of building a gang form

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FR2940994B1 (fr) 2013-07-26
EP2206855A1 (de) 2010-07-14
FR2940994A1 (fr) 2010-07-16

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