JPH1024394A - Panel with vertical rib, connected/joined part of panel with vertical rib, and connected/joined body of panel with vertical rib having its connected/joined part. - Google Patents

Abstract

PROBLEM TO BE SOLVED: To prevent generation of welding strain as much as possible in welding/assembling process of panel at building site. SOLUTION: In the panel with vertical rib 1A in which vertical ribs 31 , 32 , 33 are welded to a metal plate 2 at a prescribed interval, the panel with vertical rib is constructed so that reinforcing members 4, 5 are welded along one side end part in the direction parallel to the vertical rib of panel or at least one of side end edge of one side end part in the direction orthogonal the vertical rib as extending the part of bottom part of reinforcing member outside the panel. Further, the connected/joined body of panel having the connected/joined part of panel, in which the reinforcing members 4, 5 are welded to the other side end part of adjacent panel with vertical rib so that part of the bottom part of reinforcing members 4, 5 are extended over the other side end part of adjacent panels 1B, 1D with vertical rib for serving a backing bar for backing of welding, and its connected/joined part is constructed.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION The present invention relates to a method for welding a stiffener, a so-called small bone (longitudinal in the case of being used as a skin material of a ship), to a metal plate, particularly a thin metal plate, at predetermined intervals. When the panels with vertical aggregates are placed adjacent to each other in the direction parallel to the vertical aggregates (vertical direction) or the direction perpendicular to the vertical aggregates (horizontal direction), and the ends of the panels are welded to each other for assembly. More particularly, the present invention relates to a panel with a vertical aggregate capable of preventing welding distortion generated in a metal plate, a joint of the panel with the vertical aggregate, and a joint of the panel with the vertical aggregate having the joint. .

[0002]

2. Description of the Related Art Panels with vertical aggregates are generally used in ships, railway vehicles, bridges, buildings and other structures. Such a structure is built by means of assembling a panel with a vertical aggregate, which is a raw material, adjacent to each other, and welding the ends thereof. In this case, the panel with vertical aggregate is manufactured by welding the vertical aggregate to a metal plate in a specialized factory,
In the structure, the panels with vertical aggregates are transported to a construction site, for example, a shipyard in the case of a hull structure, and the panels are welded to each other for assembly.

[0003]

Heretofore, there has been a problem that the production of the panel with vertical aggregates and the assembling process of the panels have a problem that welding distortion occurs. For example, in the manufacture of panels with vertical aggregates, when fillet arc welding is performed on the corners of the vertical aggregates at predetermined positions on the metal plate, the heat input to the metal plate causes the solidification and shrinkage of the molten metal. Therefore, there is a problem that a residual stress is generated and a welding deformation is caused, that is, a buckling deformation distortion and an angular deformation distortion are easily generated around the weld bead portion. Conventionally, various measures have been taken to prevent this from occurring. In particular,
(A) a simultaneous heating method of performing simultaneous heating from the back side of the panel,
(B) After the welding operation, heating is performed in a linear manner along the weld bead, or in the vicinity thereof is locally heated in a pine needle-like, point-like, or lattice-like manner and rapidly cooled, or heating is performed by pressing with a hammer after heating. Techniques such as a pressurization method and (c) a mechanical restraint method for mechanically restraining and removing the generated strain are employed. Panels with vertical aggregates manufactured in specialized factories have a size of about 2,000 mm x 120,000 mm, even for large ones.By taking the above measures, uniform and high quality panels with very little welding distortion can be obtained. Have been.

On the other hand, the assembling process of welding each panel to each other is an operation in a limited space such as a construction site, and when each panel is connected vertically and horizontally, its size becomes large. Due to the inability to adopt various countermeasures and the inability to introduce large-scale equipment, large distortions occurred in the metal sheet material, and the troubles of field workers were constant. .

FIG. 5 is a perspective view showing a conventional panel-joined assembly with vertical aggregates that has been welded and assembled. FIG. 6A is a cross-sectional view taken along line VI-VI of FIG. 5, showing a joint portion in a state where the panel with vertical aggregates is connected in a direction orthogonal to the vertical aggregates. FIG. 6B is a cross-sectional view taken along the line VI′-VI ′ of FIG. 5, showing a joint portion where the panel with vertical aggregates is connected in a direction parallel to the vertical aggregates. In these figures, the panel 20A with the vertical aggregates in which the corners of the vertical aggregates 40 are arc-welded in the vertical direction of the metal plate material 30 in advance in a specialty factory in a direction orthogonal to the vertical aggregates at the construction site. The adjacent panels 20B and 20C with vertical aggregates and the panel 20D with vertical aggregates adjacent in a direction parallel to the vertical aggregates are butt-welded at connection joints J ₁ ′, J ₂ ′ and J ₃ ′, respectively. Then, the panel connection joined body 50 with vertical aggregates is assembled. In the case of this conventional panel-joined joint 50 with vertical aggregates, the panels 20A, 20B, 20C, 2
The end (4 sides) of 0D is in a so-called free state,
At the time of connection, since the metal plate members 30 abut against each other, welding distortion is generated in the metal plate members 30 by welding as shown by two-dot chain lines in FIGS. 6A and 6B. For example, the metal plate 30 has a thickness of 3 mm and is 1,200 mm × 9,0
A JIS 5083-O aluminum alloy plate having a size of 00 mm was used.
JISA5083 with a length of 16mm and a width of 4mm of the web 40b
When the panels with vertical aggregates made of -H112 aluminum alloy sections are butt-welded to each other, the magnitude (height) of this distortion is 7 up and down with respect to the metal plate 30 before welding as a reference plane.
８8 mm, 14-16 mm between the tops of the strains, which is a non-negligible quality problem for the structure.

According to the present invention, as a result of intensive studies in such a situation, at the stage where the panel with vertical aggregates is manufactured at a specialized factory, a means for preventing the occurrence of welding distortion is taken as much as possible. By doing so, it has been found that the above-mentioned problems in the process of welding and assembling the panels with each other can be solved, and a novel panel with a vertical aggregate, a connecting joint of the panel with a vertical aggregate, and a vertical joint having the connecting joint thereof An object of the present invention is to provide a connection joint of a panel with an aggregate.

[0007]

SUMMARY OF THE INVENTION In order to achieve the above object, the present invention relates to a panel provided with vertical aggregates formed by welding vertical aggregates to a metal plate at predetermined intervals. A reinforcing material is provided along at least one side edge of one side end in a direction parallel to the material or one side end in a direction orthogonal to the vertical aggregate, and a part of the bottom of the reinforcing material is outward of the panel. A panel with vertical aggregates is welded so as to extend, and a panel with vertical aggregates formed by welding vertical aggregates to a metal plate at a predetermined interval is parallel to the vertical aggregates (vertical direction). Direction) or a direction perpendicular to the vertical aggregate (horizontal direction), and connecting the ends of the panels with each other by welding and assembling the ends of the panels with each other. At least one side end in a direction parallel to the vertical aggregate or one side end in a direction perpendicular to the vertical aggregate. In addition, the reinforcing material is welded, and a part of the bottom portion of the reinforcing material straddles the other end of the adjacent panel with the vertical aggregate, and the adjacent portion also serves as a backing bar for welding backing. A connection joint of the panel with the vertical aggregate was characterized by being welded to the other end of the panel with the vertical aggregate. In this case, it is effective that the reinforcing member is provided with a bottom leg at the bottom and formed in a substantially inverted J-shaped cross section. Also, if the butt portion of the adjacent panels with vertical aggregates to be butt welded is subjected to groove processing,
More effective. Furthermore, it is particularly effective when the material of the metal plate, the vertical aggregate, and the reinforcing material is an aluminum alloy. When the use of the connection joint of the panel with vertical aggregates is used as a hull hull forming panel, it is more effective. In addition, the present invention constitutes a jointed body of panels with vertical aggregates having the joints of panels with vertical aggregates described above.

[0008]

Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a perspective view of a panel with a vertical aggregate, a panel joint with a vertical aggregate, and a panel joint with a vertical aggregate having the joint according to the present invention. This is a case where the panel is a shell forming panel. FIG. 2 shows a connection joint when the panel with vertical aggregates is connected in a direction orthogonal to the vertical aggregates. FIG. 2A is a sectional view taken along line II-II in FIG. (B) is an enlarged cross-sectional view of one side end of the panel with vertical aggregates before connecting and joining, and (c) of FIG.
FIG. 3 is an enlarged sectional view of a portion surrounded by an arrow A in FIG. FIG. 3 shows a connection joint in the case of connecting a panel with vertical aggregates in a direction parallel to the vertical aggregates, and (a) of FIG.
FIG. 1B is a sectional view taken along line III-III, and FIG.
FIG. 3C is an enlarged cross-sectional view of one side end of the panel with vertical aggregates before connection and joining, and FIG. 4C is an enlarged cross-sectional view of a portion surrounded by an arrow B in FIG.

In FIG. 1, a panel joint assembly 10 with vertical aggregates includes panels 1B and 1C with vertical aggregates adjacent to the panel 1A with vertical aggregates in a direction orthogonal to the vertical aggregates. and vertical with aggregate panel 1D adjacent in the direction parallel to the aggregate, are butt at each coupling junction J _1, J ₂ and J ₃ welded are assembled processed. Panels 1A, 1B, 1C, 1D with vertical aggregates, which are unit panel components,
The metal plate 2, vertically stiffener in a plural rows vertical aggregate 3, in this embodiment, substantially vertical aggregate 3 ₁ of Article which is arranged at intervals of equal, 3 _2, 3 ₃ corners The corners are fillet arc welded. As shown in FIG. 2 (a), the vertical aggregate 3 has a substantially reverse cross section L by means of a flange 3a and a web 3b, as in the prior art.
It is shaped like a letter. Here, as the type of the metal plate material 2, an aluminum alloy plate, mild steel, or the like can be preferably applied. The thickness of the metal plate 2 can be generally applied to 10 mm or less.
~ 5 mm is preferred. In this embodiment, an aluminum alloy plate made of an aluminum alloy A5083-O (JIS standard) having a thickness of 3 mm and a size of 1,200 mm × 9,000 mm was used as the metal plate 2. As the vertical aggregate 3, the same material as the metal plate 2 is used. In this embodiment, aluminum made of aluminum alloy A5083-H112 having a height of 70 mm, a length of the flange 3 a of 16 mm, and a width of the web 3 b of 4 mm is used. An alloy profile was used. The type of the fillet welding method is not particularly limited, but usually MIG welding, CO ₂ welding, or mag welding can be used, and is appropriately selected according to the type of the metal plate 2.

As shown in FIGS. 2 (a) and 2 (b), one end of each of the panels 1A to 1D with vertical aggregates in a direction orthogonal to the vertical aggregates 3 is provided with a metal plate 2 and a metal plate 2. The reinforcing material 4 serving as the vertical aggregate of the same material as the vertical aggregate 3 is welded. This reinforcement 4
In this embodiment, the bottom leg 4a, the web 4b, and the flange 4c have a substantially inverted J-shaped cross section. In this embodiment, the reinforcing member 4 has a height of 70 mm and a flange 4c.
Length 16mm, web 4b width 4mm, bottom leg 4a height 3
An aluminum alloy section made of an aluminum alloy A5083-H112 having a width of 20 mm and a width of 20 mm was used. As described above, by forming the reinforcing member 4 from an aluminum alloy profile, a complicated shape having a substantially inverted J-shaped cross section having the bottom leg portion 4a, the web 4b, and the flange 4c can be easily manufactured.

The panel 1A with vertical aggregates will be described. The reinforcing member 4 formed at one end of the panel 1A with the vertical aggregates is a side end of the panel 1A with vertical aggregates. Along the edge, as shown in FIG. 2 (b), the outer portion of the bottom leg portion 4a is extended to the outside of the panel 1A, leaving about half of the bottom leg portion 4a protruding from the end of the panel 1A with vertical aggregates. As described above, the corner portion is fillet arc welded to the edge of the panel 1A with the vertical aggregate. W ₁ is its weld line. As a result, the bottom leg 4a of the reinforcing member 4 extends vertically so that a part (extended portion) of the bottom leg 4a straddles the other end of the adjacent panel 1B with vertical aggregate to be connected and joined. It will be welded to the side edge of the panel 1A with the material.

On the other hand, at one end of each of the panels 1A to 1D with vertical aggregates in a direction parallel to the vertical aggregates 3, similarly, in this embodiment, as shown in FIGS. 3 (a) and 3 (b). As shown in the figure, the reinforcing member 5 having a substantially inverted J-shaped cross section is welded by the bottom leg 5a, the web 5b, and the flange 5c. This vertical aggregate 3
The reinforcing material 5 formed at one end in the direction parallel to the direction shown in FIG.
(B), a part of the bottom leg 5a is arc-welded to a side edge of the panel 1A with the vertical aggregate so that a part of the bottom leg 5a extends outward of the panel. . W ₄ is its weld line.

In each of the panels 1A to 1D with the vertical aggregate shown in FIG. 1, the vertical aggregate 3 is welded to the metal plate 2 and the reinforcing material 4 or the vertical aggregate 3 at one end in a direction perpendicular to the vertical aggregate 3 is formed. Welding of the reinforcing material 5 at one end in the parallel direction is performed by a specialized factory after taking measures to prevent the occurrence of distortion such as a simultaneous heating method, a heating / cooling method, a heating / pressing method, and a mechanical restraint method. As a result, a uniform and high-quality product with very little welding distortion can be manufactured.

Panels 1A to 1D with manufactured vertical aggregates
Is transported to a construction site, for example, a shipyard, where each end is welded and joined.

FIG. 2A shows a panel 1B with vertical aggregates in a direction perpendicular to the vertical aggregates with respect to the panel 1A with vertical aggregates.
It is sectional drawing of the state which connected and joined 1C. The metal plate 2 constituting the panel 1A with the vertical aggregate has a vertical aggregate 3
A reinforcing material 4 is provided at one end of the direction orthogonal to
Filler arc welding (W ₁ ) is performed so that part of “a” protrudes from the end of the metal plate material 2 (see FIG. 2B). Then, as shown in FIG. 2 (c), the metal plate 2 to which the bottom leg 4a of the reinforcing member 4 is welded is placed on the other side end of the panel 1B with the vertical aggregate adjacent to the side. in a state where Tsukiawashi a plate 2 ', to the abutting portion at a connecting joint portion J ₁ butt weld (W _3). In this case, the reinforcement 4
A part of the bottom leg portion 4a of FIG. 1 straddles the other end of the adjacent panel 1B with the vertical aggregate, and also serves as a backing bar for backing the welding, so that the panel with the conventional vertical aggregate abuts each other. This is extremely effective because welding on both front and back surfaces is required at the part, but only welding from one side is required, and burnout can be prevented. In addition, the metal plate material 2, 2 '
If a groove is formed in advance on the abutting portion to form a groove 2a as shown in FIG. 4, it is possible to prevent burn-through and poor penetration, which is more effective. Subsequently, as shown in FIG. 2C, the bottom leg 4a of the reinforcing member 4 is attached to the panel 1 with the vertical aggregate.
Fillet arc welding (W ₂ ) is performed on the edge of the metal plate 2 ′ located at the other end of B.

FIG. 3A is a cross-sectional view showing a state where the panel 1D with the vertical aggregate is connected to the panel 1A with the vertical aggregate in a direction parallel to the vertical aggregate and joined. Similarly to the connection joining in the direction orthogonal to the vertical aggregate, the reinforcing member 5 is previously provided on one end of the metal plate 2 constituting the panel 1A with the vertical aggregate in a direction parallel to the vertical aggregate 3 in advance. Fillet arc welding (W ₄ ) is performed so that a part of the bottom leg 5a of the reinforcing member 5 straddles the metal plate 2 ″ located at the other end of the adjacent panel 1D with vertical aggregate. (See FIG. 3 (b).) Note that each of the vertical aggregate 3 and the reinforcing member 4 welded to the metal plate 2 constituting the panel 1A with the vertical aggregate so that the reinforcing member 5 can be fixed. The ends are made slightly shorter in advance than the ends of the metal plate material 2, and the portions corresponding to the bottom legs 5a and the flanges 5c are cut out, so that the reinforcing material 5, the longitudinal aggregate 3, and the reinforcing material 4 are provided to increase the overall strength. It is necessary to fillet-weld the gap, and to the metal plate 2 to which the bottom leg 5a of the reinforcing member 5 is welded,
As shown in FIG. 3 (c), the metal plate 2 'located on the other side end portion of the vertical aggregate and panel 1D adjacent vertically in a state in which Tsukiawashi, the connecting joint portion J ₃ is abutting portion Butt welding (W ₅ ), also in this case, the bottom leg 5a of the reinforcing member 5
Serves also as a backing bar for welding backing, so that the adjacent panels 1A and 1D with vertical aggregates can be more strongly welded to each other. In addition, it is more effective to bevel the joint portions of the metal plates 2 and 2 ′ in advance. The reinforcing member 5 is previously attached to the end of the vertical aggregate 3 'welded to the metal plate 2 "constituting the opposed panel 1D with the vertical aggregate so as to correspond to the protruding portion of the bottom leg 5a. A notch 3d is formed so that the web 5b and the flange 5c of the reinforcing member 5 are welded (W ₆ ) to each vertical aggregate 3 ′ of the panel 1D with the vertical aggregate. Welding is similarly performed between the web 5b and the flange 5c of the reinforcing member 5 and the reinforcing member 4 '(FIG. 1) at one end in a direction orthogonal to the vertical aggregate 3' of the panel 1D with the vertical aggregate. In addition, the bottom leg 5a of the reinforcing member 5 is filleted by arc welding (W ₇ ) to the edge of the metal plate 2 ″ of the panel 1D with vertical aggregates.

As described above, the reinforcing material also serving as the vertical aggregate is provided at one end of the panel with the vertical aggregate in the direction perpendicular to the vertical aggregate or one end in the direction parallel to the vertical aggregate. Each of the panels 1A and 1A with the welded vertical aggregates is welded such that a part of the bottom leg of the reinforcing member straddles the other end of the adjacent panel with the vertical aggregates.
In the unit panel structure including B, 1C, and 1D, the adjacent connection portions are welded to each other, and the panel connection joint with vertical aggregate 10 (FIG. 1) is assembled. At this time, depending on the structure of the assembly, a reinforcing material is provided at one of one side end in a direction parallel to the vertical aggregate and one side end in a direction perpendicular to the vertical aggregate of the panel with the vertical aggregate. As long as the other is not required, the reinforcing material may be unnecessary, so the reinforcing material shall be on one side end in the direction parallel to the vertical aggregate of the panel with the vertical aggregate or on one side in the direction orthogonal to the vertical aggregate. At least one of the ends is sufficient.

In the embodiment described above,
The reinforcing material 4 at one end in the direction orthogonal to the vertical aggregate has a bottom leg 4a at the bottom as the reinforcing material 4 also serving as the vertical aggregate,
Although a member formed to have a substantially inverted J-shaped cross section by the web 4b and the flange 4c has been described, the shape is not particularly limited to this shape. For example, a channel shape as shown by reference numeral 4 ″ in FIG. If it is welded to one end of the panel with the vertical aggregate so that a part of the bottom straddles the other end of the panel with the vertical aggregate, it also serves as a backing bar for backing It is possible to achieve the purpose.

[0019]

As described in detail above, according to the panel with vertical aggregate, the joint of the panel with vertical aggregate and the joint of the panel with vertical aggregate having the joint according to the present invention. For example, since a reinforcing material serving as a vertical aggregate is welded to one end of the panel with the vertical aggregate, the reinforcing material is located between the adjacent panels with the vertical aggregate, and rigidity is given to the end, Compared with a conventional panel with vertical aggregates in which the metal plate members are butted and welded to each other, the occurrence of welding distortion can be minimized. Specifically, the magnitude (height) of the welding strain generated in the metal sheet material around the welded portion is 1 mm up and down in a large area with the metal sheet material before welding as a reference plane, and 2 mm between the tops of the distortion. Is 1/7 to 1/8 of the welding distortion at the same location in the conventional panel-joined joint with vertical aggregate, and it is almost negligible in welding and assembling at the construction site . In addition, since the reinforcing material straddles the bottom of the panel, particularly a part of the bottom leg, on the other end of the adjacent panel with vertical aggregates, and also functions as a backing bar for welding backing, welding becomes easier, and Has a great effect on the improvement of the welding reliability. Also,
The effect of reducing distortion caused by welding generated in the metal plate material is particularly large. Therefore, the panel with vertical aggregate and the panel joint with vertical aggregate according to the present invention, and the joint with the panel with vertical aggregate having the joint with the panel, are used for ships, railway vehicles, bridges, buildings and other structures. It is extremely effective, especially when used as a hull structure.

[Brief description of the drawings]

FIG. 1 is a perspective view of a panel with a vertical aggregate and a panel joint with a vertical aggregate having a panel with a vertical aggregate and a panel joint with a vertical aggregate according to the present invention.

FIGS. 2A and 2B show connection joints when connecting a panel with vertical aggregates according to the present invention in a direction perpendicular to the vertical aggregates, and FIG.
Is a cross-sectional view taken along the line II-II in FIG. 1, (b) is an enlarged cross-sectional view of one side end of the panel with vertical aggregates before connecting and joining,
(C) is an enlarged sectional view of a portion surrounded by an arrow A in (a). (D) is an enlarged sectional view showing another example of a reinforcing material which also serves as a vertical aggregate.

FIG. 3 shows a connection joint when the panel with vertical aggregates according to the present invention is connected in a direction parallel to the vertical aggregates. FIG. 3A is a cross-sectional view taken along line III-III in FIG. , (B)
Is an enlarged cross-sectional view of one side end of the panel with vertical aggregates before connecting and joining, and (c) is an enlarged cross-sectional view of a portion surrounded by an arrow B in FIG.

FIG. 4 is an enlarged cross-sectional view of a panel connecting joint with a vertical aggregate according to the present invention.

FIG. 5 is a perspective view of a conventional panel-joined joint with vertical aggregates that has been welded and assembled.

FIG. 6 (a) shows a joint in a state where a conventional panel with vertical aggregates is connected in a direction perpendicular to the vertical aggregates, and FIG.
It is sectional drawing in the -VI line. (B) is a cross-sectional view taken along line VI′-VI ′ of FIG. 5, showing a joint portion in a state where a conventional panel with vertical aggregates is connected in a direction parallel to the vertical aggregates.

[Explanation of symbols]

1A to 1D: Panel with vertical aggregate 2, 2 '... Metal plate 3, 3' ... Vertical aggregate 4 ... Reinforcement (end in the direction perpendicular to the vertical aggregate) 4a ... Bottom leg 4b ... Web 4c ... Flange 5 ... stiffener (vertical aggregate direction end portions parallel to) 5a ... bottom leg portion 5b ... web 5c ... flange 10 ... with vertical aggregate panel connecting assembly _{J 1, J 2, J 3} ... connecting joint W ₁ ~ W ₆ ... welding line

──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. ⁶ Identification code Agency reference number FI Technical indication location // B23K 9/00 501 9348-4E B23K 9/00 501A

Claims (7)

[Claims] 1. A panel with vertical aggregates formed by welding vertical aggregates to a metal plate at predetermined intervals, wherein the panel has one side end parallel to the vertical aggregates or orthogonal to the vertical aggregates. A panel with vertical aggregates, wherein a reinforcing material is welded along at least one side edge of one side end in a direction so that a part of a bottom portion of the reinforcing material extends outside the panel. 2. A panel with a vertical aggregate formed by welding a vertical aggregate to a metal plate at a predetermined interval is made adjacent to a panel in a direction parallel to the vertical aggregate or a direction orthogonal to the vertical aggregate, and ends of the panels with each other. A joint portion of a panel with vertical aggregates to be welded and assembled with each other at one end in a direction parallel to the vertical aggregates of the panel with vertical aggregates or one side in a direction orthogonal to the vertical aggregates. A reinforcing material is welded to at least one of the side ends, and a part of the bottom of the reinforcing material straddles the other side end of the adjacent panel with vertical aggregates, and also serves as a backing bar for backing the welding. As described above, the connection joint of the panel with the vertical aggregate is welded to the other end of the adjacent panel with the vertical aggregate. 3. The joint according to claim 2, wherein the reinforcing member has a bottom leg at the bottom thereof and is formed to have a substantially inverted J-shaped cross section. 4. The joint of a panel with vertical aggregate according to claim 2 or 3, wherein a butt portion of adjacent panels with vertical aggregate to be butt-welded is beveled. . 5. A material according to claim 2, wherein the material of the metal plate, the vertical aggregate and the reinforcing material is an aluminum alloy.
A connection joint for a panel with vertical aggregates according to any one of the above. 6. The connecting joint of a panel with vertical aggregate according to claim 2, wherein the joint is used for a hull hull forming panel. 7. A connection joint of panels with vertical aggregates, having a connection joint of panels with vertical aggregates according to any one of claims 2 to 6.