JP3594376B2 - Method of joining structural members for frames and panels - Google Patents

Description

[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a technique for joining a structural material such as a pillar or a beam, which is a frame of a wooden building, to a panel disposed therebetween, particularly, workability and workability at the time of joining, and alignment accuracy. It is related to technology that takes into account such factors.
[0002]
[Background technology]
Among wooden constructions in recent years, for example, in a wooden house, a construction method has been developed in which a wall panel, a floor panel, and the like are joined to a structural material such as a framed pillar or a beam. This construction method is an excellent construction method in that it has both the advantages of the panel construction method using a prefabricated panel and the advantages of the conventional framing structure.
[0003]
In other words, in the case of the panel construction method, it has the characteristics of excellent workability on the site as an industrialized house, and in the case of the conventional construction method in which the frame is assembled, the structural materials such as columns and beams can be exposed and shown indoors. With. Therefore, the characteristic points of both methods can be effectively exhibited.
[0004]
[Problems to be solved by the invention]
However, in such a construction method, although the above-mentioned features can be effectively exerted, there still remains a problem to be solved in terms of workability at the site. First, there is a problem of joining structural members such as columns and beams with frames to panels. For example, when a wall panel is erected between columns parallel to each other and joined, the workability is not good. This is because both the dimensional accuracy between the pillars to be assembled and the dimensional accuracy of the wall panel must be increased in order to mount the wall panel between the pillars and join them together with high accuracy. However, actually, since structural members such as columns and beams are assembled on site, slight dimensional errors cannot be denied. Therefore, there has been a problem that a gap is formed between the pillar and the wall panel, and conversely, the work of disposing the wall panel between the pillars becomes difficult. Such a problem is the same when, for example, a floor panel is arranged between beams and joined. In addition, when a gap is formed between the panel and the structural material, the appearance is poor and the airtightness is reduced.
[0005]
Therefore, according to the present invention, the joining work of the panel to the structural material is extremely good, and the technique can absorb the normal dimensional error in the frame assembly and panel manufacturing, and can join with high precision so that no gap is generated. The purpose is to provide.
[0006]
[Means for Solving the Problems]
In the present invention, a panel such as a wall panel P1 or a floor panel P2 is disposed between structural members parallel to each other at intervals from among the structural members such as the pillars 10 and the beams 20 that are assembled, and the structural members and the panels 20 are arranged. Is suitably adopted for a method of joining the two. In this case, the sizes of the panels such as the wall panel P1 and the floor panel P2 are set to be smaller than the interval α between the structural materials parallel to each other, and the structural materials and the panels are inserted therebetween. Joining is performed using a fixing member 30 to be fixed.
With such a joining method, first, a gap S is formed between a panel such as the wall panel P1 or the floor panel P2 and a structural material such as the pillar 10 or the beam 20. Therefore, the work of arranging the panels between the structural materials becomes extremely easy. Then, by adopting a method in which the arranged panel is fixed to the structural material by the connecting member 30, a normal dimensional error in frame assembly and panel production can be absorbed, and the panel can be accurately joined so that no gap is generated. Can be.
[0007]
Regarding the relationship between the structural material and the panel in such a joining method, when the wall panel P1 is erected between the columns 10 and 10 parallel to each other at an interval from each other and they are joined to each other, they may be positively adopted. it can. In this case, square members 40 and 50 extending vertically along the both side surfaces are fixed to both opposing side surfaces of the column 10 and the wall panel P1, respectively, and the square members 40 and 50 are connected to each other by the connecting member 30. It is preferable to adopt a joining method. Because, as the connecting member 30, at least two plate members 31 and 32 which are arranged so that the square members 40 and 50 are sandwiched between the side surfaces thereof are used, and the plate members 31 and 32 are fixed to the square members 40 and 50, respectively. By doing so, a joining method can be adopted. This greatly facilitates the on-site joining operation. Moreover, in this case, a joining method is adopted in which the thickness of the two square members 40 and 50 is set smaller than the thickness of the wall panel P1, and the surfaces of the plate members 31 and 32 are substantially flush with the surface of the panel. You can also. Thereby, it is possible to form a joint structure with good appearance and high airtightness.
[0008]
Here, there are many cases where the beam 20 erected between the pillars 10 and 10 is positioned on the wall panel P1 erected between the parallel pillars 10 and 10. In such a case, Similarly to the joining method of the pillar 10 and the wall panel P1, square members 40, 50 extending along the length direction of the beam 20 and the width direction of the wall panel P1 are provided on the lower surface of the beam 20 and the upper surface of the wall panel P1. It is preferable that the beams 20 and the wall panel P1 are joined by fixing each of the square members 40 and 50 with the connecting member 30, respectively. By doing so, the same joining method can be applied to the columns 10 and the beams 20.
[0009]
In order to further increase the bonding strength of the wall panel P1 to the column 10, the side surface of the square member 40 fixed to the column 10 and the side surface of the column 10 are flush, and the plate member 31 arranged on the side surface of the square member 40 is It is also preferable to adopt a method of extending to the side surface of the column 10 and fixing it to the side surface. Needless to say, the same method can be adopted when the joining strength of the wall panel P1 to the beam 20 is to be increased.
[0010]
On the other hand, regarding the joining relationship between the structural material and the panel, even when the structural material is the beam 20 parallel to each other at an interval and the panel is the floor panel P2 arranged between the parallel beam 20, The joining method of the invention can be applied. In this case, as a connecting member 30, a receiving member 33 fixed to the side surface of the beam 20 so as to support the lower surface of the floor panel P2, and a holding plate 34 extending from the upper surface of the beam 20 to the upper surface of the floor panel P2, It is preferable to employ a method using. By doing so, the floor panel P2 can be joined to the beam 20 so as to sandwich the floor panel P2 from above and below by the receiving member 33 and the holding plate 34. Here, the receiving member 33 is fixed to the beam 20 before the floor panel P2 is arranged, and the pressing plate 34 is fixed to the floor panel P2 and the beam 20 after the floor panel P2 is arranged. This is particularly preferable for improving workability.
[0011]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a preferred embodiment of the present invention will be described with reference to the attached FIGS.
The embodiment shown in these figures shows an example in which the present invention is applied to the joining of a structural material such as a pillar, a beam, etc., which is a frame of a wooden house, and a wooden panel such as a wall panel or a floor panel. 1 is a front view showing the joining of the panel to the column and the beam, FIG. 2 is a side sectional view thereof, FIG. 3 is a plan sectional view, and FIG. 4 is a plan sectional view showing the joining of the wall panel to the column.
[0012]
As can be understood from these drawings, of the structural members such as the pillars 10 and the beams 20 that are assembled, the wall panels P1 are arranged between the pillars 10 and 10 that are parallel to each other at intervals, and the respective pillars 10 and 10 are arranged. And the wall panel P1 are joined to each other. Note that the beam 20 is located on the wall panel P1. Therefore, the wall panel P1 is also joined to the beam 20 here. The wall panel P1 is entirely rectangular when viewed from the front, but its width dimension is set to be smaller than the interval α between the columns 10 and 10, which are parallel to each other, and its height dimension is set to the beam 20 and the floor. It is set smaller than the distance from the adjusting member 1 provided on F. As a result, consideration is given to the size of the wall panel P2 so that a gap S of, for example, about 1 cm is formed between the wall panel P1 and the column 10 and between the beam 20. The gap S is actually a gap between the square members 40 and 50 as clearly shown in FIG.
[0013]
That is, before the wall panel P1 is built, square members 40 and 50 extending vertically along the both side surfaces are fixed to the opposing side surfaces of the column 10 and the wall panel P1, respectively. Further, square members 0 and 50 are fixed to the upper surface of the wall panel P1 and the lower surface of the beam 20 in the same manner. After the wall panel P1 is erected, the square members 40 and 50 are joined to each other with the joint member 30. The timbers 5 0 for securing the wall panel P1 side, it is sufficient to integrally attached to the case of fabricating the wall panels P1 example in a factory or the like. Here, as the connecting member 30, at least two plate members 31, 32 arranged so as to sandwich the square members 40, 50 from the side surfaces thereof are used, and these plate members 31, 32 are used as the respective square members 40, 50. It is particularly preferred that each is fixed by fastening means k such as nailing or screwing. This greatly facilitates the on-site joining operation.
[0014]
In the illustrated example, the thickness d of the square members 40 and 50 is smaller than the thickness t of the wall panel P1 by the total thickness of the two plate members 31 and 32. Care is taken that the surfaces of the plate members 31, 32 are substantially flush with the surface of the wall panel P1. Therefore, it is possible to obtain a joint structure having good appearance of the joint portion and high airtightness. Of the plate members 31 and 32, the plate member 32 disposed outside is also wide, and a part thereof covers the side surface of the pillar 10. Therefore, by fixing the plate 31 covering the side surface of the pillar 10 to the pillar 10, the joining strength can be increased. FIG. 4 also shows an example in which another wall panel P1 is joined to another side surface of the pillar 10. In this case, the wide plate material 31 is arranged inside so as to abut the surface of the plate material 32. In this way, the inner surfaces of the two wall panels P1 and P1 can be formed into a clean right-angled wall surface without unevenness.
[0015]
FIG. 5 shows a bonding mode of the floor panel P2 to the beam 20. The length of the floor panel P2 shown here is also smaller than the interval between the beams 20 parallel to each other (only one beam is shown). For example, in a state where the floor panel P2 is arranged so as to extend between the beams 20, a gap S1 of about 1 cm is formed between both ends of the floor panel P2 between the floor panel P2 and the beams 20. Therefore, the floor panel P2 can be very easily arranged between the beams 20. However, since the floor panel P2 is so short, it cannot be extended between the beams 20. Therefore, the connecting member 30 is used. In this case, before the floor panel is arranged, the receiving member 33 supporting the lower surface of the floor panel P2 is fixed to the side surface of the beam 20. After arranging the floor panel P2, a wide holding plate 34 extending from the upper surface of the floor panel P to the upper surface of the beam 20 is arranged and fixed to the floor panel P1 and the beam 20.
[0016]
The pressing plate 34 is also designed to be flush with the surface of the floor panel P2. FIG. 5 shows an example in which another floor panel P2 is similarly joined to the other side surface of the beam 20. In the case of such a joint form, the holding plate 34 can be shared as a connecting member for the floor panels P2, P2. FIG. 6 shows an example in which a floor panel P2 is joined to one side surface of the beam 20 and a wall panel P1 is joined below the beam 20. FIG. 7 shows a specific example of each of the wall panels P1 and the connecting members 30 arranged between the columns 10 of the building. As can be understood from the plan sectional view of FIG. 7, the width of each of the plate members 31 and 32 constituting the connecting member 30 is made different depending on the positional relationship, the size, the shape, and the like of the pillar 10. In addition, the range covering the side surface of the pillar 10 is also changed in consideration of the relationship with the exterior material and the interior material of the building. However, basically, it is desirable that no irregularities or gaps be formed on the surface of the inner and outer walls serving as the base.
[0017]
【The invention's effect】
As described above, according to the present invention, of the structural members such as columns and beams assembled in a frame, panels are arranged between structural members parallel to each other at intervals, and the structural members and the panels are joined to each other. In doing so, the size of the panel is set to be smaller than the interval between the structural materials, and the structural material and the panel are joined by using a connecting member that is fixed between the panels. Therefore, the joining work of the panel to the structural material is extremely good, and the ordinary dimensional error in frame assembly and panel production can be absorbed, and the joining can be performed with high precision so that no gap is formed.
[Brief description of the drawings]
FIG. 1 is a front view showing an embodiment of the present invention.
FIG. 2 is a partial cross-sectional side view showing an embodiment of the present invention.
FIG. 3 is a partial sectional plan view showing an embodiment of the present invention.
FIG. 4 is a transverse sectional view of a main part showing another embodiment of the present invention.
FIG. 5 is a longitudinal sectional view of a main part showing another embodiment of the present invention.
FIG. 6 is a longitudinal sectional view of a main part showing an embodiment of the present invention.
FIG. 7 is a schematic plan sectional view showing an embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Pillar 20 Beam 30 Connecting material 31, 32 Plate material 33 Receiving material 34 Holding plate 40, 50 Square material P1 Wall panel P2 Floor panel

Claims (9)

A method of arranging panels between parallel structural members spaced apart from one another among structural members such as framed columns and beams, and joining these structural members and panels to each other, the size of the panels Is set to be smaller than the interval between the structural materials, when the structural material and the panel, when joining using a connecting member that is fixed by passing between them ,
On the opposite side surfaces of the structural material and the wall panel, square members extending vertically along the both side surfaces are fixed, respectively, and the square members are fixed to each other with the connecting member. A method of joining a structural member for frame assembly and a panel , characterized by joining. The joint between a structural member for frame assembly and a panel according to claim 1, wherein the structural members are columns that are parallel to each other at intervals, and the panel is a rectangular wall panel provided between the parallel columns. Method. On the wall panel, there is a beam erected between the columns, and on the lower surface of the beam and the upper surface of the wall panel, square members extending along the length direction of the beam and the width direction of the wall panel are respectively fixed. The method for joining a structural member for frame assembly and a panel according to claim 2 , wherein the beams and the wall panel are joined by fixing the square members with the connecting member. The structural member for a shaft assembly according to claim 1 or 3 , wherein the connecting member is formed of at least two plate members arranged so as to sandwich the square members from the side surfaces thereof, and the respective plate members are fixed to the respective square members. How to join the panel. 5. The structural member and panel for a building frame according to claim 4 , wherein the thickness of the square member is set smaller than the thickness of the wall panel, and the surface of each of the plate members is substantially flush with the surface of the wall panel. Joining method. And side surfaces and the bar of the timbers fixed to said post is flush, the plate was placed on the sides of the square timber is, is fixed to the side surface extending to the side surface of the pillar, claim 4 or 5 Method of joining structural members for frames to panels. The beam to have the side surfaces and the beam of fixed square timber is flush with the plate arranged on the side surface of the square timber it is, is fixed to the side surface extending to the side surface of the beam, according to claim 4 or 5 Method of joining structural members for frames to panels. 2. The method according to claim 1, wherein the structural members are beams parallel to each other at intervals, and the panel is a floor panel disposed between the parallel beams. 3. 9. The shaft assembly according to claim 8 , wherein a receiving member fixed to a side surface of the beam so as to support a lower surface of the floor panel and a holding plate extending from an upper surface of the beam to an upper surface of the floor panel are used as the connecting member. Method for joining structural materials to panels.

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