• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    A formwork element (10) for an end of a molded wall panel, comprising: a flange (12) having a first side edge (14), a second side edge (16), an outer face (18 ), an internal face (20) carrying a box (22), said box (22) leaving free on the internal face (20) of the sole (12) a first lateral zone (30), defined between the first lateral edge ( 14) and the box (22), and a second lateral zone (32), defined between the second lateral edge (16) and the box (22); a formwork assistance device (40) cooperating with the sole (12); The formwork relief device comprises at least a first sacrificial section (42) comprising a first portion disposed on the first lateral zone.
    公开号:FR3083250A1
    申请号:FR1855779
    申请日:2018-06-27
    公开日:2020-01-03
    发明作者:Christophe Goy；Leon Ndangba；Marc Novel
    申请人:Soletanche Freyssinet SA；
    IPC主号:
    专利说明:

    Invention background
    The present invention relates to a formwork element for a molded wall panel.
    In known manner, when it is desired to produce a diaphragm wall, that is to say a wall made of concrete in a trench dug in the ground, this operation is carried out in successive sections each corresponding to a diaphragm wall panel, the set of panels constituting the wall.
    To ensure the mechanical continuity of the panels of the wall in the zone of connection between two panels, the end of each panel is given a particular shape, which allows the embedding of one end of a panel in the end of the previous panel. This form is obtained using a formwork element which generally includes a joint. More specifically, this formwork element is placed at one end of the trench, before concreting said trench.
    The invention relates more particularly to a formwork element for one end of a molded wall panel, said formwork element extending in a longitudinal direction and comprising:
    a sole having a first lateral edge, a second lateral edge, an external face, an internal face carrying a box, said box leaving a first lateral zone defined on the internal face of the sole, defined between the first lateral edge and the box, and a second lateral zone, defined between the second lateral edge and the box;
    A known problem is that, during the concreting step, the concrete tends to bypass the formwork element. After hardening, the concrete adheres to the formwork element, which makes it difficult to extract it from the trench.
    To solve this problem, EP 1 039 038 teaches to use a formwork assistance device cooperating with the sole.
    This formwork relief device consists of rectangular sacrificial elements which are arranged along the lateral edges of the sole.
    To achieve formwork, it is known to use a formwork device, also known, provided with formwork hooks which are moved along the first and second side edges to detach the formwork element from the concrete.
    If the rectangular elements described in EP 1 039 038 are entirely satisfactory for trenches of shallow or medium depth, the inventors have found that they were less effective for trenches of great depth, that is to say more than 40 meters.
    Subject and summary of the invention
    An object of the invention is to propose a formwork element making it possible to facilitate the formwork removal stage after concreting.
    To do this, the formwork assistance device of the formwork element according to the invention comprises at least a first sacrificial section comprising a first portion disposed on the first lateral zone.
    The first portion prevents the concrete from sticking to the first side area. In the absence of a first sacrificial profile within the meaning of the invention, the first lateral zone has a large adhesion surface with the concrete, which makes it difficult to disengage the formwork element. The first portion, which is destroyed during the passage of the hooks of the formwork release device, has the effect of preventing, at the very least significantly limiting, the adhesion of the concrete to the first lateral zone, which consequently facilitates the release the formwork element.
    Preferably, the first portion has a width, considered in a direction transverse to the longitudinal direction of the formwork element, which is greater than one third of the width of the first lateral zone. Preferably, the width of the first portion is greater than half the width of the first lateral zone. More preferably, the first portion extends substantially to the box. One advantage is to be able to cover the largest possible surface at the internal face of the sole in order to facilitate subsequent formwork removal.
    To formwork the formwork element according to the invention, a formwork device is used provided with a first hook shaped to engage between the concrete and the internal face of the sole, in the thickness of the first portion, so as to be able to destroy the first portion of the first sacrificial section during the vertical displacement of the formwork release device.
    Advantageously, the first sacrificial section further comprises a second portion disposed on the external face of the sole.
    The inventors have also found that during the concreting of a very deep trench, the concrete may tend to bypass the footing and come into contact with its external face. After hardening and in the absence of a formwork relief device according to the invention, the concrete then adheres to the sole and makes it difficult to withdraw the formwork element from the trench.
    The second portion makes it possible to prevent the concrete having bypassed the first lateral edge of the sole from adhering to the external face of the sole. Thanks to the invention, the concrete which bypasses the first lateral edge of the sole will at most come to adhere against the second portion of the first sacrificial element. This second portion, to which concrete may have stuck, will then be destroyed during the subsequent drilling of the adjacent trench. The excavated fragments of concrete and the second portion will then be pumped out during the excavation of the adjacent trench. This has the effect of reducing the adhesion between the concrete and the footing, which facilitates the subsequent extraction of the formwork element from the trench.
    Preferably, considered in a direction transverse to the longitudinal direction, the width of the second portion is greater than the width of the first portion. An advantage is to cover a surface of the external face which is larger than the surface of the first lateral zone.
    More preferably, the thickness of the second portion is substantially equal to the thickness of the first portion.
    Advantageously, the first sacrificial section further comprises a third portion disposed along the first lateral edge, the third portion being fixed to the first and second portions of the first sacrificial section.
    The third portion has the effect of preventing the concrete from adhering to the first side edge. It also facilitates the engagement of the formwork hands.
    Preferably, the first stripping hand of the stripping device is shaped to move vertically in the thickness of the third portion, which has the effect of destroying the third portion during the vertical movement of the stripping device. This makes it possible to separate the first vertical edge of the concrete and, consequently, to facilitate the withdrawal of the formwork element from the trench.
    According to a preferred embodiment, the first, second and third portions form a single piece.
    The first sacrificial element is therefore preferably in one piece. One advantage is to be able to easily and quickly mount the first sacrificial element to the sole. This also facilitates the manufacture of the first sacrificial element.
    Preferably, the thickness of the third portion is substantially equal to the thickness of the first portion.
    More preferably, the distance between the first and second portions is substantially equal to the thickness of the sole.
    It is therefore understood that the first sacrificial element encloses the first lateral edge of the sole, which makes it possible to prevent the concrete from adhering to the sole.
    Preferably, considered in a direction transverse to the longitudinal direction, the width of the second portion is greater than a third and less than half the width of the sole. An advantage is to leave a passage for the flow of mud during the positioning of the formwork element in the trench.
    Advantageously, the first sacrificial section is made of a brittle material, so that it is easily destroyed or shredded by the formwork device. It is also understood that the first sacrificial section, and more precisely the second portion, is destroyed during the drilling of the adjacent trench.
    Preferably, the friable material has a density between 10 and 60 kg / m3, preferably between 15 and 45 kg / m3.
    More preferably, the first sacrificial profile is made of polystyrene.
    Advantageously, the formwork element according to the invention further comprises a fixing device for fixing the first sacrificial section to the sole.
    Preferably, the fastening device comprises one or more elongated elements, such as wires, straps or cables of small section, which enclose the formwork element in order to maintain the first sacrificial profile with the sole during the introduction of the formwork element in the trench and during concreting. Preferably, there are shims between the box and the elongate elements in order to avoid crushing of the joint. The fixing devices are dimensioned to be split during the passage of the formwork device or during drilling with mud from the adjacent trench. The residues are removed from the trench by pumping or by a bucket during the excavation of the adjacent trench.
    According to a variant, the fixing device also comprises a holding device for holding the first sacrificial profile against the external face of the formwork element. The fixing device consists of a friable or fractionable material. This holding device comprises one or more plates, for example of wood, extending along the second portion.
    More preferably, the holding device includes a spacer portion to maintain a longitudinal space between two adjacent formwork elements. One advantage is to ensure the alignment of the profiles while reducing the necessary quantity of polystyrene.
    According to another variant, the fixing device comprises at least one breakable rod which crosses and sandwiches the sole together with the first and second portions of the first sacrificial profile, the rod extending perpendicular to the external face of the sole.
    According to an advantageous embodiment, the shuttering element further comprises at least a second sacrificial profile comprising a first portion disposed on the second lateral zone.
    It is therefore understood that the first portions of the first and second sacrificial sections extend on either side of the box, preferably in the longitudinal direction of the formwork element.
    Preferably, the second sacrificial section further comprises a second portion disposed on the external face of the sole. The second portion of the second sacrificial section is preferably identical to the second portion of the first sacrificial section.
    Preferably, the second portions of the first and second sacrificial sections cover at least two-thirds of the width of the external face.
    Preferably, the second portions of the first and second sacrificial sections have two lateral sides, parallel to the longitudinal direction, the two lateral sides being spaced from each other in a direction transverse to the longitudinal direction so as to create a channel longitudinal between the first and second sacrificial sections.
    This longitudinal channel is therefore delimited between the two lateral sides and the external face. It allows the flow of mud during the placement of the formwork element in the trench.
    As explained above, the second portions are destroyed during the drilling of the adjacent trench and evacuated out of the trench by pumping.
    Preferably, the second sacrificial section has a third portion disposed along the second lateral edge, the third portion being fixed to the first and second portions of the second sacrificial section. The second sacrificial profile is preferably in one piece.
    The second sacrificial section is preferably identical to the first sacrificial section, the first and second sacrificial sections extending on either side of the box.
    Advantageously, the formwork assistance device comprises a plurality of first sacrificial sections arranged one after the other in the longitudinal direction of the formwork element.
    Preferably, the first sacrificial sections extend over substantially the entire length of the sole.
    Advantageously, and in known manner, the formwork element further comprises a seal which is fixed to the box. The seal has a first portion initially disposed inside the box and a second portion extending outside the box. The joint is substantially perpendicular to the external face of the sole. The second portion of the joint engages with the concrete of the first panel after hardening. When the formwork element is withdrawn from the trench, the joint remains in the trench because it is integral with the first panel, the first portion then extending into the adjacent trench.
    The invention further relates to a formwork system comprising a formwork element according to the invention, and a formwork device comprising at least one first formwork hand configured to be moved longitudinally along the first lateral zone of the flange so breaking at least the first portion of the first sacrificial profile.
    According to an advantageous embodiment, the formwork removal device is mounted at the end of a drilling tool, for example a bucket.
    The formwork device preferably comprises a second formwork hand, symmetrical with respect to the first formwork hand, so as to simultaneously destroy the first portions of the first and second sacrificial sections during the vertical movement of the formwork hands.
    The formwork release device also comprises a displacement device for vertically moving the first formwork hand in the trench along the two lateral edges of the sole.
    The invention further relates to a method of formwork removal of a formwork element according to the invention, said formwork element being placed at the end of a first trench filled with concrete, process in which, after hardening, a formwork hand along the length of the base so that the formwork hand breaks at least the first portion of the first sacrificial section, then the formwork element is removed from the trench
    Preferably, before moving the formwork hand, a second trench adjacent to the first trench is drilled under mud by biting the second portions of the first and second sacrificial sections, the profile fragments then being removed by pumping or by the bucket during excavation of the adjacent trench.
    Finally, the invention relates to a method for producing a wall molded into the ground, comprising the following steps:
    - A first vertical trench of rectangular section is drilled in the ground, the first trench having a first longitudinal end;
    - A formwork element according to the invention is placed in the first trench, near the longitudinal end;
    - the first trench is filled with concrete in order to form a first concrete panel;
    - After hardening of the first concrete panel, a second trench adjacent to the first trench is drilled while biting the second portion of the first sacrificial element;
    - A first formwork hand is moved vertically in the thickness of the first portion in order to break said first portion;
    - the formwork element is removed from the first trench;
    - the second trench is filled with concrete to form a second concrete panel.
    Brief description of the drawings
    The invention will be better understood on reading the following description of an embodiment of the invention given by way of nonlimiting example, with reference to the appended drawings, in which:
    - Figure 1 is a perspective view of an embodiment of a formwork element according to the invention provided with a formwork assistance device;
    - Figure 2 is an exploded view of the formwork element of Figure 1, illustrating the establishment of the first and second sacrificial sections;
    - Figure 3 is a top view of the formwork element of Figure 1;
    - Figure 4 is a front view of the formwork element of Figure 1 which includes several formwork assistance devices;
    - Figure 5 is a rear view of the formwork element of Figure 4; and
    - Figures 6A to 61 illustrate the process for producing a diaphragm wall according to the invention using a formwork system according to the invention.
    Detailed description of the invention
    Using FIGS. 1 to 5, an embodiment of a formwork element 10 according to the present invention will be described. As will be explained in more detail below, the formwork element 10 is intended to be disposed at one end of a vertical trench made in soil S. As can be seen in FIG. 1, the formwork element 10 extends in a longitudinal direction A. In use, the longitudinal direction A is vertical.
    The formwork element 10 comprises a base 12, preferably made of steel, which has a first lateral edge 14 and a second lateral edge 16, the first and second lateral edges 14, 16 also extending in the longitudinal direction A. The sole 12 also has an outer face 18 which is planar. In this example, the sole has a length of 700 cm and a width of 144 cm.
    The sole also has an internal face 20, better visible in FIG. 3, which carries a box 22. This box 22 is, in this example, welded to the internal face of the sole. The box 22 has the shape of a bell which extends in the longitudinal direction A, along substantially the entire length of the sole. The box 22 has a top 22a remote from the internal face of the sole, which comprises a seal carrier 24 to which is fixed a seal 26 which extends in the longitudinal direction A of the sole. This seal 26 has a first portion 26a which extends inside the box 22, and a second portion 26b which extends outside the box. More precisely, the first portion 26a is inserted into a longitudinal slot 28 which is formed in the seal holder 24.
    As can be seen in FIG. 3, the box 22 leaves free on the internal face 20 of the sole 12 a first lateral zone 30 which is defined between the first side edge 4 and the box 22. The box 22 also leaves free on the internal face 20 of the sole a second lateral zone 32 which is defined between the second lateral edge 16 and the box 22. The first and second lateral zones 30, 32 are also visible in FIG. 5.
    In this example, the first and second lateral zones 30, 32 are planar and extend in the longitudinal direction A. The width I of the sole, considered in a direction transverse to the longitudinal direction A, is of the order of 144 centimeters, while the widths
    11, h of the first and second lateral zones is of the order of 37 centimeters.
    According to the invention, the formwork element 10 further comprises a formwork relief device 40 which cooperates with the sole
    12. This formwork relief device 40 comprises a plurality of first sacrificial sections 42, as well as a plurality of second sacrificial sections 44.
    As can be seen in FIG. 2, the first and second sacrificial sections 42, 44 have substantially the same shape and the same dimensions so that we will limit ourselves to describing in detail the first sacrificial section 42.
    It is understood with the aid of FIGS. 1 and 2 that the first sacrificial section 42 comprises a first portion 50, a second portion 52, parallel to the first portion 50, and a third portion 54, which is perpendicular to the first and second portions 50 , 52. Each of the first and second portions 50, 52, 54 has the form of a plate which extends in a longitudinal direction B, which is parallel to the longitudinal direction A when the first profile is mounted on the sole.
    In this example, the first, second and third portions form a single piece. In other words, the first sacrificial section 42 is in one piece. The same is true of the second sacrificial section 44.
    In this example, the first sacrificial section 42 is made of a brittle material, in this example it is polystyrene whose density is between 15 and 45 kg / m 3 .
    It can also be seen that the spacing ea between the first and second portions 50, 52 of the first sacrificial section 42 corresponds substantially to the thickness ei of the sole 12.
    With the help of the detail in FIG. 2, it can be seen that the first portion 50 has a width di, considered in a direction perpendicular to the third portion 54. Likewise, the portion 52 has a width da, considered in a direction perpendicular to the third portion 54. The width da of the second portion 52 is greater than the width of the first portion 50.
    More specifically, the width di of the first portion 50 is configured so that, when the first sacrificial section 42 is mounted on the sole 12, the first portion 50 covers the first lateral zone 30.
    With the help of FIG. 3, it can be understood that the same applies to the first portion 50 ′ of the second sacrificial section 44.
    With reference to FIGS. 3 and 4, it can be seen that when the first sacrificial section is mounted on the sole, the second portion 52 is arranged on the external face of said sole. More specifically, the first sacrificial section 42 covers at least one third of the width I of the sole 12.
    It is the same for the second portion 52 ′ of the second sacrificial section 44.
    Referring to Figures 3 and 4, we see that the second portions 52, 52 'of the first and second sacrificial sections 42, 44 have two lateral sides 52a, 52a', which are parallel to the longitudinal direction A. These two lateral sides 52a, 52a 'are spaced from each other - in a direction transverse to the longitudinal direction A by a distance f, in this example of the order of 10 cm. This creates a longitudinal channel 60 between the second portions 52, 52 'of the first and second sacrificial sections 42, 44.
    This longitudinal channel 60 facilitates the flow of drilling mud during the positioning of the formwork element in the trench.
    Referring again to FIGS. 2 and 3, it can be seen that the third portion 54 of the first sacrificial section 42 extends along the first lateral edge 14 when the first sacrificial section 42 is mounted on the sole 12. In this example, the third portion bears against the first lateral edge of the sole.
    Likewise, the third portion 54 ′ of the second sacrificial profile 44 is disposed along the second lateral edge 16 when the second sacrificial profile is mounted on the sole 12.
    To maintain the first and second sacrificial sections 42, 44 with the sole 12, the formwork element 10 further comprises a fixing device 70, which in this example is in the form of straps 72 which enclose the sole, the box and sacrificial profiles. In the example illustrated, two straps 72 have been provided to hold a pair consisting of a first sacrificial profile and a second sacrificial profile. Of course, without departing from the scope of the present invention, a different number of straps can be provided, in particular as a function of the length of the sacrificial sections. As illustrated in FIG. 3, in order to protect the seal 26 against being crushed, shims 73 can be provided arranged on either side of the seal between the box 22 and the straps 72.
    Referring to FIGS. 4 and 5, it can be seen that the shuttering element comprises a plurality of first sacrificial sections 42 which are arranged one after the other in the longitudinal direction A, as well as a plurality of second sacrificial sections 44 which are also arranged one after the other in the longitudinal direction A. In this nonlimiting example, the pluralities of first and second sacrificial sections 42, 44 are arranged end to end. Using FIGS. 6A to 61, we will now describe an example of a process for producing a diaphragm wall 100 in the ground S. In this example, the diaphragm wall 100 consists of two concrete panels. Without departing from the scope of the present invention, the diaphragm wall obtained by the implementation of the method according to the invention can obviously include more concrete panels.
    These figures therefore illustrate the production of a diaphragm wall viewed from above, the plane of the sheet corresponding to the horizontal plane.
    In FIG. 6A, a first trench 102 has been illustrated which is drilled in the ground S using a machine known elsewhere, for example a cutter with rotary cutting drums. The drilling is carried out under mud, that is to say that drilling mud is injected into the trench during the excavation, while pumping the mud in order to evacuate the fragments of excavated soil.
    The first trench 102 has a substantially rectangular shape which conventionally comprises a first longitudinal end 104. In FIG. 6B, the first trench 102 has been illustrated in which a formwork element 10 according to the present invention has been inserted. As can be seen in FIG. 6B, the longitudinal direction of the formwork element 10 extends vertically, while the external face 18 of the sole 12 is directed towards the end 104 of the first trench 102.
    In Figure 6, there is illustrated the first concrete panel obtained by filling the first trench 102 with concrete.
    During this step, the mud 102 is replaced by concrete. Generally, and as shown diagrammatically in FIG. 6C, it is possible that concrete bypasses the first and second lateral edges 14, 16 of the base 12 to come to be received between the formwork element 10 and the end 104 of the first trench 102. The thin layer of concrete which is capable of being interposed between the formwork element 10 and the end 104 of the first trench 102 has been referenced by 106.
    After hardening of the first concrete panel, a second trench 110 is drilled adjacent to the first trench 102. As can be understood with the aid of FIG. 6D, the second trench 110 is drilled in continuity with the end 104 of the first trench 102. During the drilling operation of the second trench 110, the drilling tool used bites the second portions 52, 52 'of the first and second sacrificial elements 42, 44 so that, during the drilling of the second trench, the second portions 52, 52 'are destroyed and evacuated out of the trench by pumping. Again, drilling is done under mud.
    Then, using a formwork device comprising a first formwork hand 120 and a second formwork hand 122, illustrated in FIG. 6E, a formwork process is implemented to form the formwork element.
    Considered in a substantially horizontal plane, each of the first and second hands has the shape of a hook composed of a first part and of a second part perpendicular to the first part. The first part is configured to engage in the thickness of the first portion 50, while the second part is configured to engage in the thickness of the third portion 54.
    Within the meaning of the invention, the formwork element and the formwork removal device constitute a formwork system.
    To do this, the first and second formwork hands 120, 122 are lowered vertically along the first and second lateral zones of the sole 12 from the ground surface, so as to engage in the thickness of the first and third portions , in order to break said first and third portions of the first and second sacrificial sections 42, 44. The passage of the first and second formwork hands 120, 122 on the internal face of the sole is facilitated by the presence of the first portions 50, 50 'of the first and second sacrificial sections 42, 44 which are quickly shredded during the movement of the first and second formwork hands. Also carried out, as illustrated in FIG. 6F, a tensile movement directed in a direction perpendicular to the external face 18 so as to separate the formwork element 10 from the concrete panel. This also has the effect of releasing the joint 28, the second portion 26b of which remains integral with the first concrete panel.
    The formwork element is then removed from the ground, so that the mud fills the space which was previously occupied by the formwork element 10, as illustrated in FIG. 6G.
    Then, the second trench 104 is filled with concrete so as to obtain, after hardening, a second concrete panel. A diaphragm wall is thus obtained consisting of the first and second adjacent concrete panels. It can be seen that the first portion 28a of the joint 28 engages with the hardened concrete of the second portion 104, in order to form the seal between the two concrete wall elements.
    权利要求:
    Claims (18)
    [1" id="c-fr-0001]
    1. Formwork element (10) for one end of a molded wall panel, said formwork element (10) extending in a longitudinal direction (A) and comprising:
    a sole (12) having a first lateral edge (14), a second lateral edge (16), an external face (18), an internal face (20) carrying a box (22), said box (22) leaving free on the internal face (20) of the sole (12) a first lateral zone (30), defined between the first lateral edge (14) and the box (22), and a second lateral zone (32), defined between the second edge side (16) and the box (22);
    a formwork assistance device (40) cooperating with the sole (12);
    said formwork element being characterized in that the formwork assistance device comprises at least a first sacrificial section (42) comprising a first portion (50) disposed on the first lateral zone.
    [2" id="c-fr-0002]
    2. Formwork element according to claim 1, characterized in that the first sacrificial section (42) further comprises a second portion (52) disposed on the external face of the sole.
    [3" id="c-fr-0003]
    3. Formwork element according to claim 2, characterized in that, considered in a direction transverse to the longitudinal direction, the width (dl) of the first portion (50) is greater than one third of the width (h) of the first lateral zone, preferably greater than half the width of the first lateral zone.
    [4" id="c-fr-0004]
    4. Formwork element according to claim 2 or 3, characterized in that the first sacrificial section further comprises a third portion (54) disposed along the first lateral edge (14), the third portion being fixed to the first and second portions of the first sacrificial profile.
    [5" id="c-fr-0005]
    5. Formwork element according to claim 4, characterized in that the first (50), second (52) and third (54) portions form a single piece.
    [6" id="c-fr-0006]
    6. Formwork element according to any one of the preceding claims, characterized in that, considered in a direction transverse to the longitudinal direction (A), the width (d2) of the first portion (50) is greater than one third of the sole width.
    [7" id="c-fr-0007]
    7. Formwork element according to any one of the preceding claims, characterized in that the first sacrificial section (42) consists of a brittle material.
    [8" id="c-fr-0008]
    8. Formwork element according to claim 7, characterized in that the friable material has a density between 10 and 60 kg / m3, preferably between 15 and 45 kg / m3.
    [9" id="c-fr-0009]
    9. Formwork element according to claim 7 or 8, characterized in that the first (70) sacrificial profile (42) is made of polystyrene.
    [10" id="c-fr-0010]
    10. Formwork element according to any one of the preceding claims, characterized in that it further comprises a fixing device (70) for fixing the first sacrificial profile to the sole.
    [11" id="c-fr-0011]
    11. Formwork element according to any one of the preceding claims, characterized in that it further comprises at least one second sacrificial section (44) comprising a first portion (50 7 ) disposed on the second lateral zone (32).
    [12" id="c-fr-0012]
    12. Formwork element according to claim 11, characterized in that the second sacrificial section (44) further comprises a second portion (52 7 ) disposed on the external face (18) of the sole (44).
    [13" id="c-fr-0013]
    13. Formwork element according to claims 2 and 12, characterized in that the second portions (52, 52 7 ) of the first and second sacrificial sections have two lateral sides (52a, 52a 7 ), parallel to the longitudinal direction (A) , the two lateral sides being spaced from one another in a direction transverse to the longitudinal direction so as to create a longitudinal channel (60) between the second portions (52, 52 7 ) first and second sacrificial sections.
    [14" id="c-fr-0014]
    14. Formwork element according to claim 12 or 13, characterized in that the second sacrificial section (44) comprises a third portion (54 7 ) disposed along the second lateral edge (16), the third portion being fixed to the first and second portions of the second sacrificial section.
    [15" id="c-fr-0015]
    15. Formwork element according to any one of the preceding claims, characterized in that the formwork assistance device (10) comprises a plurality of first sacrificial sections (42) arranged in the longitudinal direction (A).
    [16" id="c-fr-0016]
    16. Formwork system comprising a formwork element according to any one of the preceding claims, and a formwork device comprising at least a first formwork hand (120) configured to be moved longitudinally along the first lateral zone (30) of the sole (12) so as to break at least the first portion of the first sacrificial section (42, 42 7 ).
    [17" id="c-fr-0017]
    17. A formwork form removal method according to any one of claims 1 to 15, said formwork element being placed at the end of a trench filled with concrete, process in which a formwork hand is moved according to the length of the sole so that the formwork hand breaks at least the first portion of the first sacrificial section, then the formwork element is removed from the trench.
    [18" id="c-fr-0018]
    18. Method for producing a molded wall (100) in the ground (S), comprising the following steps:
    - A first vertical trench of rectangular section is drilled in the ground, the first trench having a first longitudinal end;
    - A formwork element according to any one of claims 1 to 15 is placed in the first trench, near the longitudinal end, the first sacrificial section further comprising a second portion disposed on the external face of the sole;
    - the first trench is filled with concrete in order to form a first concrete panel;
    - After hardening of the first concrete panel, a second trench adjacent to the first trench is drilled while biting the second portion of the first sacrificial element;
    - A first formwork hand is moved longitudinally in the thickness of the first portion in order to break said first portion;
    - the formwork element is removed from the first trench;
    - the second trench is filled with concrete to form a second concrete panel.
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    FR2980808A1|2013-04-05|PLASTIC MONOBLOCK HOLDING UNIT AND DEVICE OBTAINED WITH SUCH A HOUSING
    EP0847462B1|2001-03-14|Novel draining wall, method for producing same and element implementated thereby
    FR2694957A1|1994-02-25|Casing components for constructing concrete walls on site - each casing element includes vertical wall having vertical hole along its length and in another type has vertical wall with another vertical hole along it, with tie-rods connecting these two elements
    EP0462010B1|1995-03-01|ypparatus to facilitate extraction of a shuttering, and use in making a trench wall in the ground.
    FR2943701A1|2010-10-01|Prefabricated panel manufacturing method for forming insulating wall of building, involves hardening bonding material so as to connect posterior ends present in elongated grooves, and hardening concrete of concrete wall
    EP3170950B1|2020-08-05|Wall-covering panel with attachment device
    FR3082860A1|2019-12-27|HOOD FOR METAL PROFILE, METAL PROFILE, REINFORCED STRUCTURE FOR CONSTRUCTION
    FR2912440A1|2008-08-15|Prefabricated panel for forming e.g. pavement, of building, has wall with counterdraft cavities containing hardenable bonding agent in which reinforcing bars are partially drowned, where cavities consist of profiled grooves
    FR2776319A1|1999-09-24|Method for simultaneously constructing two concrete walls separated by empty space
    FR2872187A1|2005-12-30|ALVEOLAIRE PLASTIC MATERIALS FOR PLATED STEEL BEAMS
    WO2021209392A1|2021-10-21|Formwork device having a deviation-measuring device
    FR2972210A1|2012-09-07|Spacer for composite wall formwork, has support elements contacting with truncated spacer parts, respectively, where support elements include surfaces bearing against faces of insulating plate, respectively
    FR2494740A1|1982-05-28|Surface for tennis court - is formed by securing prefabricated blocks into cast concrete slab with gaps for drainage
    同族专利:
    公开号 | 公开日
    SG11202012316SA|2021-01-28|
    EP3814574A1|2021-05-05|
    WO2020002836A1|2020-01-02|
    CO2020015945A2|2021-01-29|
    US20210363720A1|2021-11-25|
    FR3083250B1|2020-09-18|
    CA3103361A1|2020-01-02|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    FR2145758A5|1971-07-09|1973-02-23|Sif Entreprise Bachy|
    EP1039038A1|1999-03-19|2000-09-27|Compagnie Du Sol|Form removal apparatus aid|
    DE102020202011A1|2020-02-18|2021-08-19|Gud Geotechnik Und Dynamik Consult Gmbh|Joint element as well as method|
    FR3109163A1|2020-04-14|2021-10-15|Soletanche Freyssinet|Formwork device fitted with a deviation measuring device|
    法律状态:
    2019-06-25| PLFP| Fee payment|Year of fee payment: 2 |
    2020-01-03| PLSC| Publication of the preliminary search report|Effective date: 20200103 |
    2020-06-25| PLFP| Fee payment|Year of fee payment: 3 |
    2021-05-19| PLFP| Fee payment|Year of fee payment: 4 |
    优先权:
    申请号 | 申请日 | 专利标题
    FR1855779|2018-06-27|
    FR1855779A|FR3083250B1|2018-06-27|2018-06-27|FORMWORK ELEMENT PROVIDED WITH SACRIFICIAL PROFILES|FR1855779A| FR3083250B1|2018-06-27|2018-06-27|FORMWORK ELEMENT PROVIDED WITH SACRIFICIAL PROFILES|
    SG11202012316SA| SG11202012316SA|2018-06-27|2019-06-26|Formwork element provided with sacrificial sections|
    US17/253,728| US20210363720A1|2018-06-27|2019-06-26|Formwork element provided with sacrificial sections|
    PCT/FR2019/051578| WO2020002836A1|2018-06-27|2019-06-26|Formwork element provided with sacrifical profiles|
    EP19748858.8A| EP3814574A1|2018-06-27|2019-06-26|Formwork element provided with sacrifical profiles|
    CA3103361A| CA3103361A1|2018-06-27|2019-06-26|Formwork element provided with sacrificial sections|
    CONC2020/0015945A| CO2020015945A2|2018-06-27|2020-12-18|Formwork element provided with sacrificial sections|
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