WO2003010397A1 - Mur en beton arme realise par coffrage perdu - Google Patents
Mur en beton arme realise par coffrage perdu Download PDFInfo
- Publication number
- WO2003010397A1 WO2003010397A1 PCT/IB2002/002895 IB0202895W WO03010397A1 WO 2003010397 A1 WO2003010397 A1 WO 2003010397A1 IB 0202895 W IB0202895 W IB 0202895W WO 03010397 A1 WO03010397 A1 WO 03010397A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- formwork
- wall
- stiffeners
- walls
- reinforcing element
- Prior art date
Links
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 wall of concrete or similar material produced from an unfolded lost formwork integrated into the wall and comprising two formwork walls placed opposite and connected by connecting elements articulated to the formwork walls by through stiffeners integral with the formwork walls, the interval between these formwork walls after unfolding being filled with a filling material such as concrete.
- the invention also relates to a method for producing such a wall as well as a formwork / frame specially adapted for the construction of this wall.
- one of the known techniques is to use walls in lost formwork, ie a formwork which remains as an integral part of the wall once the concrete has been poured inside.
- the formwork elements as well as the elements connecting the two walls, although contributing to the rigidity of the wall, are not sufficient to guarantee rigidity during construction requiring high stresses, in particular in multi-storey buildings or in regions with seismic risks or risks of other disasters natural.
- the vertical stiffeners and the metal frames connecting the two shuttering walls constitute a reinforcement but these metal parts do not constitute a sufficient reinforcement to stiffen the wall in a satisfactory manner.
- the commonly used technique is to thread the vertical steel bars once the formwork unfolded and put in place, then to attach these bars to the formwork for rigidity on the one hand and to ensure their positioning on the other hand.
- the horizontal bars are also threaded one by one into the unfolded formwork and then attached with the stirrups or to the vertical bars.
- the object of the present invention is to provide formwork with steel bars for reinforced concrete walls, the positioning and positioning of the steel bars being done in an easy and rapid manner.
- a formwork comprising an outer wall and an inner wall, these walls comprising connecting elements articulated to the walls and vertical stiffeners in general U shape, characterized in that it comprises at least one reinforcing element slipped inside two stiffeners placed facing each other on the walls, said reinforcing element comprising at least one vertical bar and at least two horizontal crosspieces, these crosspieces being adjusted to slide inside the stiffeners .
- This reinforcing element is added after the deployment of the wall and slid between the stiffeners which are placed face to face inside the walls.
- the U-shape of these stiffeners ensures the maintenance of this reinforcement element and greatly facilitates its insertion because it fulfills a natural function of vertical guide.
- Another advantage of the invention is that it eliminates the operation of attaching vertical bars to elements of the formwork. By analyzing the reasons for this attachment, it turned out that the primary reason is not to increase the mechanical rigidity of the assembly, but to ensure the correct positioning of the bars.
- the reinforcing element is composed of vertical bars and crosspieces, these vertical bars being positioned along the length of the crosspieces during assembly.
- This operation is preferably carried out in the factory, that is to say in an environment guaranteeing low cost and good reproducibility by optimal means of production. It can optionally be carried out on the construction site using a template, the parts being welded or tied together.
- the factory production guarantees the standards specific to the construction area because the factory manufacturing conditions are easily standardized and verifiable, unlike what happens on a site.
- two or three crosspieces can be placed to ensure good guidance.
- several vertical bars can be placed per reinforcement element.
- FIG. 1 is a top view of a formwork according to the state of the art
- FIG. 2 is a front view of the reinforcing element
- FIG. 3 is a top view of the formwork with the reinforcing element
- FIG. 4 is a top view with reinforcing elements and horizontal bars.
- Figure 1 illustrates the formwork in its deployed position with its outer wall 1 and its inner wall 2. These walls are made by screens allowing water to pass through and constituting a good grip for concrete. This characteristic is important because it allows a visual control of the interior of the formwork before pouring the concrete.
- connecting elements or stirrups 3 and 3 ′ in the form of a zigzag, which connecting elements make it possible to maintain the walls, either folded for storage and transport, or at a spacing defining an interval intended to receive a filling material such as concrete.
- Stiffeners 4 are placed vertically along the walls to ensure the rigidity of the formwork.
- the connecting elements 3, 3 ′ of the formwork walls are articulated to the stiffeners 4.
- These stiffeners 4 are integral with the formwork wall by means of spacing elements and the gap between the formwork walls is filled with the filling material such than concrete.
- the wall thus constructed comprises a coating E in excess thickness with respect to the stiffeners and the articulated connecting elements.
- this coating E When the face of the formwork is exposed, this coating E must be sufficiently thick and produced by an appropriate material such as an impermeable plastic coating for example.
- the solution of the prior art consists of sliding steel bars in the interval between the two walls and attaching them either to the connecting elements 3, 3 ′, or to the vertical bars (not shown).
- FIG 2 is shown the innovative element according to the invention, that is to say an example of reinforcing element.
- This element consists of two vertical bars 5 and 5 'kept spaced apart by two crosspieces 6. These crosspieces are adjusted so that their length corresponds to the spacing defined by the stiffeners 4 placed opposite on the formwork walls.
- the stiffeners 4 act as a guide during the descent of the reinforcing element inside the formwork.
- FIG. 4 illustrates the passage of the horizontal bars 7.
- the horizontal bars 7 are positioned in space defined by a stiffener 4 and a vertical bar 5, 5 '.
- This example corresponds to the usual use, that is to say taking into account the positioning near the wall surface. This positioning guarantees a great robustness of the wall while avoiding the risks of carbonation thanks to recess that defines the stiffener relative to the surface of the wall and the coating E in excess thickness.
- FIG 4 One of the variants of the invention is illustrated in Figure 4.
- the wall is similar to that of Figure 1 or 3, and has two perforated walls 8, 8 'and, in addition, an insulating panel 9, for example made of polyurethane or in rock wool or other insulating material or flame retardant, adjacent to the wall 8 'which forms the outer face of the wall.
- the connecting device 3, 3 ' is articulated to the stiffeners 4 secured to the panel 8' possibly spaced therefrom by means of wedges 10 secured by screws 11, or other attachment means, which extend beyond the stiffeners 4 in order to penetrate sufficiently into the concrete or other filling material.
- the concrete, or other filling material forms a thickness 12 between the internal face of the insulating panel 9 (which acts as a formwork panel) and the stiffeners 4 with the corresponding parts of the Z-connections.
- the length of the shims 10 is defined so that a space exists between the insulating panel 9 and the stiffeners 4.
- the shims 10 are defined so that the panel insulator 9 is supported on the stiffeners 4.
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH1374/01 | 2001-07-24 | ||
CH13742001 | 2001-07-24 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2003010397A1 true WO2003010397A1 (fr) | 2003-02-06 |
Family
ID=4565427
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/IB2002/002895 WO2003010397A1 (fr) | 2001-07-24 | 2002-07-22 | Mur en beton arme realise par coffrage perdu |
Country Status (2)
Country | Link |
---|---|
RU (1) | RU2225921C1 (fr) |
WO (1) | WO2003010397A1 (fr) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005010290A1 (fr) * | 2003-07-23 | 2005-02-03 | Stephen Peter Mcgregor | Coffrage |
WO2005042864A1 (fr) | 2003-11-03 | 2005-05-12 | Polyfinance Coffor Holding S.A. | Coffrage à résistance élevée pour mur en béton |
CN106639300A (zh) * | 2017-02-16 | 2017-05-10 | 青岛实大传伟节能科技有限公司 | 一种建筑用装配式内连接混凝土保温模板与混凝土模板 |
CN106854906A (zh) * | 2017-02-16 | 2017-06-16 | 青岛实大传伟节能科技有限公司 | 一种双模板装配式内连接现浇钢筋混凝土组合墙体 |
EP3263794A1 (fr) | 2016-07-01 | 2018-01-03 | Coffor Holding S.A. | Panneau pour coffrage |
CN110409655A (zh) * | 2019-07-19 | 2019-11-05 | 南京法宁格节能科技股份有限公司 | 一种现浇混凝土免拆复合模板保温系统及其施工工艺 |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3628876A1 (de) * | 1986-08-26 | 1988-03-10 | Germey Ingenieur Und Tiefbau G | Verlorene schalung |
FR2800112A1 (fr) * | 1999-10-22 | 2001-04-27 | Philippe Durand | Armature pour paroi en beton |
-
2002
- 2002-07-22 RU RU2002132191/03A patent/RU2225921C1/ru not_active IP Right Cessation
- 2002-07-22 WO PCT/IB2002/002895 patent/WO2003010397A1/fr not_active Application Discontinuation
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3628876A1 (de) * | 1986-08-26 | 1988-03-10 | Germey Ingenieur Und Tiefbau G | Verlorene schalung |
FR2800112A1 (fr) * | 1999-10-22 | 2001-04-27 | Philippe Durand | Armature pour paroi en beton |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005010290A1 (fr) * | 2003-07-23 | 2005-02-03 | Stephen Peter Mcgregor | Coffrage |
WO2005042864A1 (fr) | 2003-11-03 | 2005-05-12 | Polyfinance Coffor Holding S.A. | Coffrage à résistance élevée pour mur en béton |
EP3263794A1 (fr) | 2016-07-01 | 2018-01-03 | Coffor Holding S.A. | Panneau pour coffrage |
WO2018002276A1 (fr) | 2016-07-01 | 2018-01-04 | Coffor Holding S.A. | Panneau pour coffrage |
CN106639300A (zh) * | 2017-02-16 | 2017-05-10 | 青岛实大传伟节能科技有限公司 | 一种建筑用装配式内连接混凝土保温模板与混凝土模板 |
CN106854906A (zh) * | 2017-02-16 | 2017-06-16 | 青岛实大传伟节能科技有限公司 | 一种双模板装配式内连接现浇钢筋混凝土组合墙体 |
CN110409655A (zh) * | 2019-07-19 | 2019-11-05 | 南京法宁格节能科技股份有限公司 | 一种现浇混凝土免拆复合模板保温系统及其施工工艺 |
Also Published As
Publication number | Publication date |
---|---|
RU2225921C1 (ru) | 2004-03-20 |
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