JPH0681410A - Through panel of framework in wooden building - Google Patents

Abstract

PURPOSE:To curtail the construction period, by jointing through pillars on both ends with lateral members and fitting external and internal plates to the through pillars to form an unified through panel of framework. CONSTITUTION:Through pillars 1a provided with joints 2 at the upper part and the middle part are connected to each other by horizontal members 3. A stud 5 is fixed at the midle of both through pillars 1a to form a framework. Then external plates 6 and internal plates 7 are fitted to both through pillars 1a. And a heat insulation material is charged in the space between the panels. Accordingly, since the through pillars are used for wall members to make panels, it can be applied in common with various plans.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shaft-through panel standardized by integrally forming through columns, horizontal members, studs, and inner and outer plates in advance in a factory or the like prior to erection of a wooden building.

[0002]

2. Description of the Related Art In the conventional construction method for constructing a wooden structure having pillars, horizontal members, etc., most of the woodwork performed before the building was only the processing of the main structural materials.

Among them, a wall panel having studs, a heat insulating material, a base outer plate and the like integrated therein, a joist, a heat insulating material, a floor panel having a floor base plate integrally formed, a roof panel having a roof rafter, a heat insulating material and a roof base plate integrally formed, etc. As a part of this, the method of incorporating the panel manufactured in the factory at the time of erection is adopted.

When a house or the like is normally planned by the conventional construction method, the positions of the through columns, the pipe columns, and the positions and dimensions of the construction materials are determined by the determined plan, but the through columns are usually the corners of the building. , The corners and the intersections of the main horizontal members, the through columns are connected by the horizontal members, and the pipe columns are provided between the horizontal members.

The beam that requires the largest cross-section among the horizontal members is hung on the horizontal member supported by an intermediate through column or tube column, and the joint provided in the mounting member has a cross-sectional size. , It depends on the mounting position.

[0006] In such a situation, it is difficult to make the materials common, and it is possible to make the wall body into a panel as a single body, but a panel incorporating the shaft set itself which can be commonly applied to various plane plans. Was not possible.

In the conventional construction method, only the main frame member is attached by the construction method, and many steps are left until the carpenter's work is completed from the upper building. Work that is not directly related to the progress of the construction work, such as the delivery of materials, rearrangement and delivery of residual materials, and the delivery and disposal of waste, is often required. Therefore, there are drawbacks that it is difficult to reduce the total number of workers, the construction period, and the cost.

Even in the construction method in which the wall body is made into a panel, the work is done after the installation of the pillars and the horizontal members by following the building style, requiring on-site work such as nailing the inner and outer plates. To be done.

[0009]

SUMMARY OF THE INVENTION An object of the present invention is to standardize a panel by incorporating through columns into a wall so that it can be commonly applied to various plan plans and can be manufactured prior to construction. is there.

[0010]

The shaft-assembled through panel according to the present invention is characterized in that the through columns at both ends are connected by the cross members and the outer and inner plates are attached to both through columns.

[0011]

1 to 3 show a series type intermediate shaft assembly panel P1. Reference numeral 1a denotes through columns located at both ends of the intermediate shaft assembly through panel P1 and provided with a joint 2 at an upper end portion and a central portion. Reference numeral 3 denotes a horizontal member, which connects through columns 1a at both ends at the upper end and the central part, respectively. 4 is a through pillar 1
A lower frame 5 attached to the lowermost end of a is a stud fixed to the middle of the two through columns 1a, and these two through columns 1a, the horizontal bridge 3, the lower frame 4, and the studs 5 form a shaft assembly. 6 is the outer plate,
Reference numeral 7 denotes an inner plate, which covers almost the entire surface of the above-mentioned frame, for example, a base board is used, and after attaching a moisture-proof means described later, all the base materials are continuously nailed and fixed. It is attached.

FIG. 4 shows a projected corner shaft through panel P2 to be built in a projected corner of a building. Reference numeral 1b is a corner through-column, and the through-column 1a is positioned in the direction perpendicular to both ends thereof. 8a is a vertical frame, the inner plate 7
Will be the receiving pier. The other part has the same structure as the intermediate shaft through panel P1.

A description will be given of the joint 2 provided on the both-shaft assembled panels P1, P2. As shown in detail in FIG. 5, the joint 2 has a large inclination just above the horizontal member 3 attached to the through column 1a from both sides. It is formed in the insert short joint. Reference numeral 9 denotes upper and lower bolt holes.

The beam attached to the joint 2 provided on the through column 1a will be described. FIG. 6 shows a laminated beam 10a which is the basic of the beams. Reference numeral 11 is a beam main material, the tip of which is processed into a large tilt, and wooden splints 12a are bolted on both sides to be integrated. Reference numeral 13 denotes upper and lower bolt holes, which are provided at positions coaxial with the bolt holes 9. In order to cope with a large span, a laminated beam 10b using a steel frame added beam 12b for the beam material 11 shown in FIG. 7 is used. FIG. 8 shows an example in which the single beam 10c is provided with a large tilt and short groove insertion.

The attachment to the through column 1a is done by the laminated beam 10
In the case of a and 10b, the beam main material 11 is used, and the joint 2 of the through column 1a
The bolt hole 9 of the through column 1a and the added beam 12a or 1
A bolt (not shown) is passed through the bolt hole 13 of 2b and tightened. In the case of a single beam 10C, the joint 2 of the through column 1a
Then, it is fastened and attached to the through column 1a with the outside battledore bolts or outside attraction bolts built in the upper part of the single beam 10c.

Next, the opening panel P3 will be described with reference to FIGS. The opening panel P3 is provided between the intermediate shaft assembly panel P1 and the intermediate shaft assembly panel P1.
It is attached as shown in FIG. 11 to the opening formed between the panel P2 and the projected corner shaft through panel P2.

A lower frame 4 and an upper frame 14 are attached to the vertical frames 8b at both ends. Reference numeral 15 denotes an intermediate opening formed between the upper and lower frames 14 and 4, each of which has a vertical frame 8 at both ends.
It is partitioned by the upper and lower opening frames 16 attached to b. The studs 5 are evenly allocated to the upper frame 14 and the upper opening frame 16, and to the lower frame 4 and the lower opening frame 16, respectively. In FIG. 11, 17 is a sash frame attached to the intermediate opening 15, 18 is a frame of a work material attached to the sash frame 17, and 19 is a receiving bar.

The outer plate 6 is formed to be slightly larger than the rectangle formed by both the vertical frames 8b and the upper and lower frames 14 and 4, and after attaching a moisture-proof means to be described later, the intermediate shaft assembly through panel P1 and the protruding corner shaft assembly. Like the through panel P2, it is fixed by nailing.

Finally, the moistureproof means will be described with reference to FIGS. 12 and 13. First, in the case of the intermediate shaft assembly panel P1, it is provided in the space of the wall body formed by the through column 1a, the horizontal member 3, the outer plate 6, and the inner plate 7. 20 is a continuous synthetic resin sheet without seams, moisture-proof sheet such as waterproof paper, 21
Is a heat insulating material such as glass wool. The moisture-proof sheet 20 enclosing the heat insulating material 20 is laid in the wall body, and the left and right ends pass between the through column 1a and the outer plate 6 and are bent outward. The lower part of the moisture-proof sheet 20 is the lower frame 4,
It is taken out through the space between the outer plate 6 and the base 22. The upper part is taken out to the outside through the space between the horizontal member 3 and the outer plate 6 and bent, and is attached so as to cover almost the entire surface of the outer plate 6.

As described above, the waterproof means is attached before the outer plate is attached. The moisture-proof sheet 20 covering almost the entire surface of the outer plate 6 is for waterproofing the outer plate 6 until the outer wall member (not shown) is attached.

Although not shown, the moisture-proof means of the opening panel P3 is also a space inside the wall formed by the stud 5, the vertical frame 8b, the upper frame 14, and the opening frame 16, both studs 5, the vertical frame 8b, and the opening frame. 1
It is attached to a space or the like formed in the wall body formed by 6 as in the case of the intermediate shaft through panel P1.

[0022]

[Operation] In the plane plan, the intermediate shaft assembly panel P
1. The positions of the through columns 1a, 1a or 1a, 1b are set, for example, at intervals of about 1 m and about 2 m so that the projected corner shaft assembly through panel P2 can be housed in a vertically long shape, and the outer periphery and the inside of the building are set. It is placed on a partition important for the structure of
1, the opening panel P3 is arranged in the opening formed between P1 and P2, so that various plane plans can be dealt with.

Since the through column 1a is provided with the joint 2 and the bolt hole 9, it is possible to cope with the case where the span is different from the standard.

[0024]

Since the intermediate and projected corner shaft-mounting panels are used in large numbers in the same type, they can be standardized and manufactured in advance at a factory or the like, which is effective in shortening the construction period.

In the construction of the site, one hanging of the crane carries two through columns for the intermediate shaft through panel and three through columns for the projecting corner through panel, and also the foundation. Since the structure from the eaves to the eaves girder bottom is built up with the heat insulation of the walls, moistureproof treatment, and the inner and outer base plates completed, the construction progress rate at the end of the construction is high. Therefore, the amount of on-site work after construction is small, and it is possible to reduce the total number of workers, the construction period, and the cost savings, which were difficult points of conventional construction methods.

Through columns are erected on the outer wall and the main partitions inside at intervals of up to approximately 2 m, and the second floor beam and the shed beam can also be hung at the same position. On the other hand, it has a well-balanced arrangement, and also has the advantage that a structure with a stable structure is inevitably obtained.

The heat insulating material provided in the wall facing the outside provides a heat insulating effect, and the moisture proof sheet prevents the dew condensation generated in the wall from penetrating into the room. Is gradually discharged to the outside of the wall.
At the same time, it is possible to prevent moisture from entering the wall body due to dew condensation water generated in the room.

Rainwater during construction work is provided by a series of waterproof sheets that are drawn out from between the upper horizontal member and the outer plate, then bent downward and covered over the entire surface of the outer plate.
It is possible to prevent the penetration of moisture into the wall.

[Brief description of drawings]

FIG. 1 is a perspective view of an intermediate shaft assembly panel.

FIG. 2 is a sectional view taken along the line AA of FIG.

FIG. 3 is a sectional view taken along line BB of FIG.

FIG. 4 is a transverse cross-sectional view of a projected corner shaft through panel.

FIG. 5 is a perspective view showing a joint provided on a through column.

FIG. 6 is a perspective view showing an end portion of a standard laminated beam.

FIG. 7 is a perspective view showing an end portion of a laminated beam used for a long span.

FIG. 8 is a perspective view showing an end portion of a single beam.

FIG. 9 is a front view of an opening panel.

10 is a cross-sectional view taken along the line CC of FIG.

FIG. 11 is a lateral cross-sectional view of a main part showing a mounted state of the sash frame.

FIG. 12 is a vertical cross-sectional view showing a mounting state of the moisture-proof means of the shaft assembly panel.

FIG. 13 is a transverse cross-sectional view showing a mounting state of the moisture-proof means of the shaft assembly panel.

[Explanation of symbols]

 1a, 1b Through column 2 Portion 3 Horizontal member 6 Outer plate 7 Inner plate 20 Moisture-proof sheet 21 Insulation material P1 Intermediate shaft assembly panel P2 Outer corner shaft assembly panel P3 Opening panel

─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. ⁵ Identification code Office reference number FI technical display area E04B 2/00

Claims (3)

[Claims] 1. A framed through panel for a wooden building in which through columns at both ends are connected by a horizontal member and an outer plate and an inner plate are attached to both through columns. 2. The through panel of a wooden building according to claim 1, wherein the through column is provided with a joint for connecting the beam and a bolt hole for fastening the added beam to the through column. 3. A space formed in the panel is filled with a heat insulating material, and the four sides of the moisture-proof sheet laid between the heat insulating material and the inner plate are taken out to the outside and taken out to the outside. 2. A panel through which a wooden structure is pierced according to claim 1, wherein the upper side of the waterproof sheet is bent to cover the entire surface of the outer plate.