Classifications

• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
  • E04B2/84—Walls made by casting, pouring, or tamping in situ
  • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
  • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms

Definitions

• the invention relates to a formwork comprising two formwork walls placed opposite and connected by articulated connecting elements making it possible to hold the walls, or to a spacing defining a gap intended to receive a filling material such as concrete, either folded for storage and transport.
• formwork which delimits a volume into which concrete is poured.
• these forms comprise: two walls placed opposite, defining between them an interval into which concrete is introduced, and connecting devices maintaining the walls at one required spacing.
• spacers the ends of which come to bear on the shuttering faces arranged opposite, and these struts are crossed by blocking parts bearing on the external faces of the shuttering walls.
• a formwork of the aforementioned type is known from patent FR-A-2 675 181.
• the articulated connecting elements make it possible to reduce the number of assembly operations, and to facilitate the installation of the formwork while retaining its strength and its compliance with safety and manufacturing standards, this with a light structure.
• One of the results which the invention aims to obtain is a formwork of the aforementioned type which makes it possible to further increase the resistance of the concrete walls obtained.
• the invention relates to a formwork comprising two formwork walls placed opposite and connected by articulated connecting elements making it possible to hold the walls, ie at a spacing defining a gap intended to receive a material for filling such as concrete, be folded up for storage and transport.
• the articulated connecting elements consist of elongated folded elements noticeably zigzag.
• Each elongated element folded comprises opposite staggered parts connected by tie rods inclined in opposite directions on either side of each of the opposite parts.
• the opposite alternating parts of all the elongate connecting elements are aligned parallel to each other and are articulated to the walls, preferably by fixing means allowing a single degree of freedom in rotation around articulation axes formed by said parts. opposite.
• the invention also relates to a wall, in particular of concrete, incorporating this lost formwork, the articulated connecting elements of which, after having been used initially to facilitate the transport and the installation of the formwork, constitute, once the formwork is installed, a hooping substantially increasing the resistance of the wall, this thanks to their shape and their particular arrangement ensuring the distribution of forces within the wall described above.
• FIG. 1 and 2 top views of a lost formwork before introduction of the filling material
• - Figure 3 top view of two lost forms arranged side by side;
• this formwork 2 comprises two formwork walls 3 maintained at the spacing required by at least one articulated connection device 4.
• This connecting device 4 is articulated with each of the formwork walls 3 by means of vertical stiffeners 5. This articulation makes it possible to maintain the walls 3 either at the required spacing (as illustrated in the Figures), or folded up for storage and transport , thus facilitating the installation of the formwork.
• These formwork walls 3 will advantageously consist of a trellis whose meshes are determined to remove excess water from the concrete. They may be expanded metal panels provided with vertical stiffeners. The stiffeners 5 are for example fixed to the walls 3 using lugs forming hooks.
• the filling material hardens. It acts as a prestressing device. After setting it, any overloads on the wall determine a pressure in the concrete or other filling material. This pressure generates, in the filling material, compressive stresses in the direction in which this pressure is exerted, but generally tensile stresses in a direction perpendicular to this direction.
• connection device overcomes this difficulty.
• the tensile forces exerted on the concrete and in a direction perpendicular to the walls 3 induce equilibrium by reaction of the tensile forces in the connecting piece 4 and, by decomposition, a tangential compression force and parallel to the walls 3.
• the device 4 makes it possible to modify considerably the distribution of stresses inside the walls, when the latter are loaded. In fact, the higher the pressure which results from the load exerted along a longitudinal axis, the more the compressive stress on the skin 3, therefore the hooping effect, increases.
• the connecting device 4 comprises at least two tie rods 4A inclined in opposite directions on either side of a median plane M orthogonal to the shuttering faces, and the ends of these tie rods 4A have a fraction of the means connecting the tie rods 4A with the corresponding formwork wall 3, preferably surrounding the stiffener 5 and articulated thereon to the exclusion of any other degree of freedom, especially in translation.
• the connecting devices 4 are joined together by opposite straight parts 6 to form at least one group 7 of tie rods.
• This part 6 extends substantially in a plane parallel to the shuttering faces over a predetermined length and preferably equal to the width of the stiffener 5 in order to link in translation the device 4 for connection with the stiffener 5.
• This group 7 of tie rods is formed from a long element 7A folded substantially in a zigzag to form a series of waves substantially sawtooth.
• the section of this elongate element 7A is circular or polygonal.
• the wall is obtained using several elementary forms 10 of the aforementioned type arranged side by side.
• the length of the elongate element 7A folded in a zigzag is greater than the length of the formwork panel 10 through which it extends from so that the end 7B of a projecting panel can catch on the adjoining panel (see Figure 3).
• This end 7B will be shaped, for example, in the manner of a hook bearing on a stiffener 5.
• At least some tie rods 4A will optionally be provided with heating elements (not shown), such as thermistors to form a radiating wall.
• heating elements such as thermistors to form a radiating wall.
• the use of thermistors allows the generation of heat by creating a potential difference between the formwork walls.
• the part 6 of the element 7A is fixed to the shuttering wall 3 by fastening means with a single degree of freedom in rotation about an axis parallel to the plane of the shuttering faces, perpendicular to the vertical axis of the stiffeners 5 and to the exclusion of any other degree of freedom.
• the articulated parts of the connecting elements could be angled, as shown in dotted lines in FIG. 3, and articulated in the middle of a vertical stiffener of the type illustrated 5 or of reduced dimensions 5 ', or articulated behind 5 "wedge-shaped vertical stiffeners.
• connection devices 4 are fixed to the formwork walls using an elastic material 12 such as rubber ( Figure 4).
• the vertices 6 of the waves of the elongated element 7A folded in a zigzag are secured to a elongated piece 13 which reinforces the inertia of the formwork ( Figures 5 and 6).
• a elongated piece 13 which reinforces the inertia of the formwork.
• the connecting elements 4 of a formwork panel are for example arranged in a column with the top of their waves aligned ( Figure 2), or two connecting elements 4 are staggered ( Figure 1) so that the vertices of the waves are shifted. This constitutes a three-dimensional connection.

Landscapes

• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Physics & Mathematics (AREA)
• Electromagnetism (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
• Building Environments (AREA)
• Moulds, Cores, Or Mandrels (AREA)
• Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Applications Claiming Priority (3)

Publications (2)

Family

ID=9489744

Family Applications (1)

Country Status (9)

Cited By (2)

Families Citing this family (21)

Family Cites Families (5)

• 1996
  • 1996-02-26 FR FR9602579A patent/FR2745315B1/fr not_active Expired - Fee Related
• 1997
  • 1997-02-25 CN CN 97192602 patent/CN1073185C/zh not_active Expired - Fee Related
  • 1997-02-25 AU AU16158/97A patent/AU1615897A/en not_active Abandoned
  • 1997-02-25 EP EP97902538A patent/EP0883719B1/de not_active Expired - Lifetime
  • 1997-02-25 CN CNB011181567A patent/CN1141473C/zh not_active Expired - Fee Related
  • 1997-02-25 ES ES97902538T patent/ES2152080T3/es not_active Expired - Lifetime
  • 1997-02-25 BR BR9707678-3A patent/BR9707678A/pt not_active IP Right Cessation
  • 1997-02-25 TR TR1998/01667T patent/TR199801667T2/xx unknown
  • 1997-02-25 WO PCT/IB1997/000161 patent/WO1997031165A1/fr not_active Ceased
  • 1997-02-25 DE DE69703033T patent/DE69703033D1/de not_active Expired - Lifetime

Non-Patent Citations (1)

Also Published As

Similar Documents

Legal Events