JP3215616U - Narrow wall of a wooden building - Google Patents

Abstract

Provided is a narrow wall that can be installed along a side edge of a wide opening, such as an opening for a wide window of a wooden building or an opening for a built-in garage, and has strength. A narrow wall 5 is formed by integrating a pair of columns arranged side by side and a face plate connecting both columns, and the column 6 is interposed between a foundation and a beam via a column base metal 8 and a column head metal 9. A pair of struts that are fixedly supported and have width dimensions T1 and T2, respectively, are arranged side by side with a narrow interval of T1 + T2 <P <2 (T1 + T2), and the face plate 7 is placed on the surface of the pair of struts. With the upper edge and the lower edge aligned with the upper concave wall and the lower concave wall of the concave portion, respectively, the both side portions of the face plate are spaced apart vertically by a predetermined distance. A plurality of screws are fixed to the bottom wall of the recess, and an upper space S1 is formed between the upper edge of the face plate and the beam, and a lower space S2 is formed between the lower edge and the base. [Selection] Figure 2

Description

The present invention relates to a narrow wall of a wooden building, in particular, a narrow wall installed along a side edge of a wide opening such as an opening for a wide window or an opening for a built-in garage.

Openings in wooden buildings are generally framed by upper and lower beams, foundations, and left and right pillars, but wide openings such as wide window openings and built-in garage openings. When forming the part, there are problems such as earthquake resistance with respect to strength.

In this regard, in building structures, it is known to install bearing walls in places that require reinforcement, but it is suitable for installation along the side edges of wide openings as described above. No bearing walls have been proposed.

The conventional bearing wall has a structure in which a face plate is piled on the surface of the support columns arranged side by side, and the upper edge portion of the face plate is piled on the surface of the beam, and the lower edge portion of the face plate is formed. It provides a load-bearing structure in which the four sides of the face plate are fixed by piling on the surface of the base, and the beam, the base, and the pillar are integrated by the face plate.

However, since the nailing work is left to the field worker, there is no confirmation that the number of screws to be used and the driving position are designed as designed, and there is a possibility that the predetermined proof strength is not secured. .

In addition, in the case of a conventional bearing wall in which the four sides of the face plate are fixed by nailing, the vertical edges of the face plate are subject to rolling during an earthquake and the pillars arranged in parallel between the foundation and the beam tilt in parallel. Since the nailing portion of the steel plate is easily broken, the yield strength is lost, and brittle fracture may occur.

For this reason, in order to ensure sufficient proof stress, it is necessary to form the proof stress wall as wide as possible. However, the refractory load resistant wall extends along the side edge of the opening of the building. Not suitable for installation purposes.

JP 2003-253789 A Japanese Patent No. 4402129

This invention makes it a subject to provide the narrow wall suitable for the objective installed along the side edge part of the opening part of a building.

In order to configure the narrow wall so that it can be installed in place of the conventional pillar that frames the opening of the building, it is preferable to form the narrow wall with a small width such as 455 mm. With such a configuration, it is desirable that the narrow wall not only be installed in place of the middle column but also be installed in place of the corner column.

When the narrow wall is configured by integrating the face plate with a pair of columns arranged side by side, it is not preferable to nail the face plate over the surface of the base or beam, and the upper and lower edges of the face plate are not supported by the beam and base. It is preferable that the upper and lower space portions are formed by being separated from each other, and the upper and lower edge portions of the face plate are supported by the upper and lower concave walls of the concave portions provided in the support columns. Thereby, even when a pair of support | pillars incline in parallel by the rolling in the case of an earthquake etc., the upper-and-lower edge part of a faceplate is not easily fractured | ruptured, but durability is maintained. In other words, it is desirable that the narrow wall constitutes a tough bearing wall with a tough material that is difficult to break brittlely, rather than having a rigid rigid structure.

And it is preferable to make a support | pillar and a faceplate substantially flush in the surface of a narrow wall by inserting a faceplate in the recessed part of a support | pillar, and, thereby, such as the exterior of the opening part of a building after installing a narrow wall It is desirable to facilitate the construction.

The present invention provides a narrow wall of a wooden building that solves the above-mentioned problems, and is constructed as a means for installing it along the side edge of the opening of the wooden building. A column wall made of a pair of square members and a face plate made of a plate material connecting the pair of columns, and the column base is fixedly supported by a column base hardware fixed to the foundation. The column head is fixedly supported by the column head hardware fixed to the beam, and the pair of columns each having the width dimensions T1 and T2 has a mutual column core interval P as a narrow interval of T1 + T2 <P <2 (T1 + T2). The faceplates are arranged side by side, and are fitted into recesses recessed in the surfaces of a pair of struts, and the upper and lower edges of the faceplates are along the upper and lower concave walls of the recesses, respectively. The both sides of the face plate Of it is secured to the bottom wall of the recess by screws, to form the upper space between the edge and the beam on the surface plate, in that by forming a lower space between the lower edge and the base.

In an embodiment of the present invention, a large number of screw holes through which the screws are inserted are formed at predetermined positions on both sides of the face plate.

It is preferable that the recessed portion for embedding the screw head inserted through the screw hole is formed on the surface of the face plate by embossing.

It is preferable that the distance L between the upper concave wall and the lower concave wall of the concave is H <L <H + t with respect to the height H and thickness t of the face plate.

The face plate may be formed by a single plate material, but may be constituted by a lower side plate disposed on the lower side from the vertical center position of the support column and an upper side plate disposed on the upper side. The lower edge of the lower side plate and the upper edge of the upper side plate are connected to each other, and are inserted into the recess. The upper edge of the upper side plate and the lower edge of the lower side plate are respectively connected to the upper concave wall of the recess and the lower side. In a state along the side concave wall, both sides of the face plate are fixed to the bottom wall of the recess with screws, forming an upper space between the upper edge of the upper side plate and the beam, and the lower edge of the lower side plate It is comprised so that a lower space may be formed between a part and a foundation.

Since the narrow wall 5 of the present invention is formed with a small width, it is suitable as a load-bearing wall for installation along the side edge of a wide opening of a wooden building. Not only can it be installed, but it can also be installed instead of corner posts.

When the foundation of the building and the foundation and beams sway each other due to the occurrence of an earthquake, etc., the conventional load-bearing wall is the face plate integrated with the column, the lower edge is nailed to the foundation and the upper edge is Since it is nailed to the beam, it tries to suppress the inclination of the column by opposing the face plate, but if the column tilts beyond the limit, the upper and lower edges of the moving face plate will be instantaneously broken and the beam and There is a problem that it is separated from the base, and the proof stress of the bearing wall is suddenly lost, resulting in brittle fracture. On the other hand, the narrow wall 5 of the present invention is such that the lower edge portion and the upper edge portion of the face plate 7 are separated from the base 3 and the beam 4, and the lower space S1 and the upper space portion S2 are purposely formed. 7 is configured not to follow the tilt movement of the column base 6a and the column head 6b, and the face plate 7 and the columns 6 and 6 are joined by inserting the face plate 7 into the recess 28 provided in the column 6 and moving the tilt. Since the lower concave wall 28a and the upper concave wall 28b in the middle portion of the support column 6 with a small amount of the support plate are sandwiched between the lower edge portion and the upper edge portion of the face plate 7, the brittleness is difficult to break. There is an effect that it becomes possible to provide a bearing material-clad bearing wall.

Moreover, since the surface of the support 6 and the face plate 7 can be formed flush with each other by fitting the face plate 7 into the recess 28, the construction of the exterior of the opening of the building after the narrow wall 5 is installed. Easy and easy.

In addition, a large number of screw holes 29 are provided on both sides of the face plate 7 in a predetermined arrangement designed based on the optimum data obtained by the proof stress test. When performing the operation, the operator only has to insert the screw into the screw hole 29 and drive it into the support column 6, and there is no risk of erroneous operation.

Further, a recessed portion 29a for embedding the head portion 30a of the screw 30 inserted through the screw hole 29 is formed on the surface of the face plate 7 by embossing, and is compressed around the screw hole 29 by the embossed formation of the recessed portion 29a. Since the reinforcing part 29b made of wood is formed, it is excellent in the effect of preventing the screw hole 29 from being broken during rolling.

It is a front view which shows the state which installed the narrow wall of this invention along the both-sides edge part of the opening part of a wooden building. The narrow wall which concerns on one Embodiment of this invention is shown, (A) is a perspective view, (B) is AA sectional drawing. It is a perspective view which shows the fixed support structure of the column base part in the support | pillar which comprises a narrow wall, and the lower side plate integrated with the support | pillar. It is a perspective view which shows a column base metal fitting. The method of attaching and fixing the column base bracket to the anchor bolt of the foundation is shown. (A) is a perspective view of the state in which the column base bracket is installed on the anchor bolt via the adjustment panel, and (B) and (C) are the adjustment panel. It is a top view which shows the effect | action of. It is a perspective view which shows the relationship between a column base metal fitting and the column base part of a support | pillar. It is a perspective view which shows the state of the support | pillar fixedly supported by the column base metal fitting. It is a perspective view which shows the fixed support structure of the column head in the support | pillar which comprises a narrow wall, and the upper side plate integrated with the support | pillar. It is a perspective view which shows the relationship between a stigma metal fitting and the pillar head of a support | pillar. It is a perspective view which shows the state of the support | pillar fixedly supported by the stigma. It is a perspective view which shows a support | pillar and a faceplate in a decomposition | disassembly state. It is a perspective view which shows the method of adhering a lower side board and an upper side board to a support | pillar. Regarding the screw holes provided in the face plate, (A) is an enlarged cross-sectional view showing the structure of the screw hole, and (B) is an enlarged cross-sectional view showing a state in which the face plate is fixed to the support by inserting the screw. The action of a narrow wall is shown, (A) is a front view showing a normal state, and (B) is a front view showing a state when subjected to roll.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

(Overall configuration)
FIG. 1 shows a wide opening, such as an opening for a wide window or an opening for a built-in garage, between a base 3 installed on a foundation 2 and an upper beam 4 in a wooden building 1. S is formed and the narrow walls 5 and 5 which concern on embodiment of this invention are installed along the both-sides edge part of the opening part S is shown. In the case of the illustrated example, the pair of narrow walls 5 and 5 are installed as corresponding to the middle pillar, but either the left or right narrow wall 5 can be installed as corresponding to the corner pillar. is there.

The narrow wall 5 constitutes a load-bearing wall by integrating the columns 6 and 6 made of a pair of wooden square members arranged side by side and the face plate 7 made of a wooden plate material connecting the pair of columns.

As shown in FIGS. 1 and 2, the column 6 is fixedly supported by a column base metal 8 fixed to the foundation 2 with the column base 6 a, and a column head metal 9 is fixed to the column head 6 b to the beam 4. Fixedly supported. As shown in FIG. 2B, the pair of struts 6 and 6 are made of square members having width dimensions T1 and T2, respectively. At this time, for example, when the narrow wall 5 is installed corresponding to the middle pillar, The same-sized squares, i.e., T1 = T2 pillars 6 and 6 can be used, but when installed corresponding to the corner pillars, squares of different dimensions, i.e. T1 <T2 or T1> T2. In some cases, the support columns 6 and 6 are used. Therefore, the pair of support columns 6 and 6 are arranged in parallel so that the mutual column core interval P is a narrow interval of T1 + T2 <P <2 (T1 + T2), and both side edges are aligned with the outer edges of the pair of support columns 6 and 6. They are integrated by a face plate 7 made of a plate material having a width dimension W (W = P + 1/2 (T1 + T2)).

The face plate 7 may be formed of a single plate material. However, in the case of the illustrated embodiment, the lower side plate 7a disposed on the lower side from the vertical center position of the support columns 6 and 6, and the upper side disposed on the upper side. The upper side plate 7a and the lower side plate 7b are composed of rectangular plates of the same shape and the same size, and as will be described later, both side edges are vertically spaced at predetermined intervals with screws 6 and 6 It is fixed to the front of the. At this time, the upper edge portion of the upper side plate 7b is separated from the beam 4 and is located on the lower side of the beam 4 to form an upper space S1 between the column heads 6b and 6b. The lower edge portion of the side plate 6b is separated from the base 3 and is positioned above the base 3 to form a lower space S2 between the column base portions 6a and 6a.

(Composition of column base)
As shown in FIG. 3, the column base 6 a of the columns 6, 6 constituting the narrow wall 5 is fixed to the anchor bolt 10 embedded in the foundation 2, and the column base 8 is fixed on the column base 8. The column base portion 6a is fixedly supported in a mounted state.

As shown in FIG. 4, the column base 8 has a standing wall 12 standing on a box-shaped base 11 installed on the foundation 2, and an installation wall 11 a that forms the bottom of the box-shaped base 11. A large-diameter loose insertion hole 13 for loosely inserting the anchor bolt 10 is opened, and the lower end surface of the column base portion 6a is supported by a support wall 11b that forms the upper portion of the box-shaped base 11.

The installation wall 11 a of the box-shaped base 11 is fixed to the anchor bolt 10 protruding from the foundation 2 by using an adjusting disk 14, a fixed washer 15, and a nut 16.

The adjusting disk 14 is provided with a guide slit 14a extending in the radial direction from the periphery toward the center, and is placed on the installation wall 11a in the inside of the box-shaped base 11 as shown in FIG. It is restrained so that it can freely rotate. Accordingly, when the installation wall 11a is installed on the foundation 2 with the anchor bolt 10 inserted through the loose insertion hole 13, the adjustment disk 14 is placed on the installation wall 11a and the anchor bolt 10 is inserted through the guide slit 14a. It is possible to move the box-shaped base 11 in the lateral direction along the guide slit 14 a in the range of the loose insertion hole 13 with respect to the anchor bolt 10. FIGS. 5B and 5C show an example in which the guide slit 14a is directed in the left-right direction and the box-shaped base 11 is movable in the left-right direction. By changing the direction of 14a, the box-shaped base 11 can be moved back and forth, or in an oblique direction.

Thus, after adjusting the installation position of the installation wall 11a with respect to the anchor bolt 10 protruding from the foundation 2, the nut 16 is inserted into the insertion end of the anchor bolt 10 through which the adjustment disk 14 is inserted via the fixed washer 15. As a result, the column base 8 is fixed to a predetermined position on the foundation 2.

In this state, the column base portion 6 a of the column 6 is mounted on the support wall 11 b of the box-shaped base 11 through the upright wall 12. As shown in FIG. 6, the standing wall 12 has a predetermined number of connecting holes 12a penetrating therethrough. On the other hand, the column base portion 6a of the support column 6 forms a notch groove 17 into which the upright wall 12 is fitted, and a pin hole 18 that crosses the notch groove 17 and communicates with the connecting hole 12a. Is installed.

Accordingly, when the drift pin 19 is driven into the pin hole 18 in a state where the column base portion 6a is placed on the support wall 11b of the box-shaped base 11 by fitting the standing wall 12 into the cut groove 17, the drift pin 19 19 is inserted into the connecting hole 12a of the upright wall 12, whereby the column base portion 6a is fixedly supported by the column base metal 8 while being firmly connected.

As shown in FIG. 7, after the column base 8 is installed on the foundation 2, the base 3 is installed on the foundation 2. In the case of the illustrated example, the divided base 3a is installed between the pair of column bases 8 and 8, and the column base 8 is sandwiched on both sides by the bases 3 and 3a, but the split base 3a is necessarily required. is not.

(Composition of pillar head)
As shown in FIG. 8, the column heads 6 b of the columns 6, 6 constituting the narrow wall 5 are fixedly supported by the beam 4 via the column head hardware 9.

As shown in FIG. 9, the stigma 9 is integrally provided with a plurality of pipe portions 20 projecting upward and a plate-like hanging wall 21 extending downward, and each of the pipe portion 20 and the hanging wall 21 has a predetermined shape. A number of connecting holes 20a, 21a are provided.

In contrast, the beam 4 has a receiving hole 22 through which the pipe portion 20 is inserted from below, and a pin hole 23 that passes through the receiving hole 22 and communicates with the connecting hole 20a. Yes. Further, the column head 6b of the column 6 forms a notch groove 24 into which the hanging wall 21 is fitted, and a pin hole 25 that penetrates the notch groove 24 and communicates with the connecting hole 21a is provided therethrough. ing.

Accordingly, when the drift pin 26 is driven into the pin hole 23 in a state where the pipe portion 20 is inserted into the receiving hole 22 of the beam 4, the drift pin 26 is inserted into the connection hole 20 a of the pipe portion 20. It is fixed to the beam 4.

Therefore, when the hanging wall 21 protruding below the beam 4 is fitted into the cut groove 24 of the column head 6 a and the drift pin 27 is driven into the pin hole 25, the drift pin 27 is inserted into the connecting hole 21 a of the hanging wall 21. Through this, as shown in FIG. 10, the column head 6 b of the column 6 is fixedly supported by the beam 4 by the column head metal 9.

(Composition of support and face plate)
As shown in FIGS. 11 and 12, each of the support columns 6 and 6 is provided with a concave portion 28 having a vertical length L on the surface, and the lower end portion of the concave portion 28 with the length L as a separation distance. A lower concave wall 28a and an upper concave wall 28b are formed at the upper end portions, respectively. At this time, the depth d of the recess 28 is preferably formed to be substantially equal to the thickness t of the face plate 7.

As shown in the drawing, the lower side plate 7a and the upper side plate 7b are each formed by a rectangular plate having the width dimension W (for example, 455 mm) and the height dimension h (for example, 910 mm) as described above. A large number of screw holes 29 are provided at predetermined intervals in the vertical direction. At this time, the height H (that is, 2h) of the face plate 7 including the lower side face plate 7a and the upper side face plate 7b, the thickness t of the face plate 7, and the length L of the recess 28 are set as H <L <H + t. It is formed as follows. In the illustrated embodiment, the height H is 1,820 mm, the thickness t is 12 mm, and the length L is 1,825 mm.

Therefore, the lower side plate 7a is first fixed to a pair of columns 6 and 6 arranged in parallel with a predetermined column core interval P by the column base metal 8 and the column head metal 9. When the lower side surface plate 7a is placed on the lower concave wall 28a and overlaps the bottom surface 28c of the concave portion, the lower side plate 7a covers the pair of support columns 6 and 6 along the entire width. By inserting a screw through the hole 29 into the bottom surface 28 c of the recess 28 of the support column 6, the screw is inserted into and fixed to the recess 28.

Next, with respect to the upper edge portion of the lower side surface plate 7a, the lower edge portion of the upper side surface plate 7b in the inclined posture is left, and the posture of the upper side surface plate 7b is changed from the inclined posture to the vertical posture in the mounted state. By doing so, the upper edge of the upper side plate 7b is press-fitted into the inner surface of the upper concave wall 28b, and through a large number of screw holes 29, the screws are driven into the bottom surface 28c of the concave portion 28 of the column 6 in the same manner as described above. Stick.

As described above, since the length L of the concave portion 28 is formed such that H <L <H + t, the upper side plate 7b is placed on the lower side plate 7a, and the upper side plate 7b It can be fitted into the wall 28b, and after fitting, there is no large gap between the upper edge of the upper side plate 7b and the upper concave wall 28b. Therefore, as will be described later, when the columns 6 and 6 are inclined during an earthquake or the like, the upper and lower edges of the face plate 7 (the lower side face plate 7a and the upper side face plate 7b) Is more preferably sandwiched.

The screw holes 29 penetrating the both sides of the face plate 7 are predetermined designed based on the optimum data obtained by the proof stress test so that the narrow wall 5 can constitute an excellent face material tension proof load wall. It is provided in an array. Therefore, when the operator performs the nailing operation of the face plate 7 at the site, the operator only has to insert the screw into the screw hole 29 and drive it into the support column 6, and there is no risk of erroneous operation.

As shown in FIG. 13, the screw hole 29 of the face plate 7 is formed with a recessed portion 29 a for embedding the head 30 a of the screw 30 inserted through the screw hole on the surface of the face plate 7 by embossing. . Therefore, the reinforced portion 29b made of wood compressed around the screw hole 29 is formed by embossing the concave portion 29a.

(Action of narrow wall)
The action of the narrow wall 5 configured as described above is shown in FIG. As described above, the narrow wall 5 is arranged in parallel such that the column interval P between the pair of columns 6 and 6 is T1 + T2 <P <2 (T1 + T2), and the entire width dimension W is W = P + 1/2 ( T1 + T2) is formed with a small width so that it can be suitably installed on the side edge of a wide opening of a wooden building, and can be installed in place of a middle pillar, It is also possible to install it instead of a pillar.

The face plate 7 is fixedly fitted into the recesses 28 of the support columns 6 and 6 so that the surfaces of the support column 6 and the face plate 7 are flush with each other. Therefore, the exterior of the opening of the building after the narrow wall 5 is installed. It is easy and easy to install.

When the building foundation 2 and the base 3 and the beam 4 sway each other due to the occurrence of an earthquake or the like, the narrow wall 5 is changed from the state shown in FIG. 14 (A) to a pair as shown in FIG. 14 (B). The support columns 6 and 6 are tilted and moved in parallel. With regard to this point, the conventional bearing wall nails the bottom edge of the face plate to the base and nail the upper edge to the beam, so the face plate tries to suppress the inclination of the column. When the column tilts beyond the limit, the upper and lower edges of the face plate that moves greatly following it are instantaneously broken and separated from the beam and the foundation, so the load bearing wall loses its strength suddenly and is brittlely destroyed. There's a problem. On the other hand, the narrow wall 5 of the present invention is formed by separating the upper edge portion and the lower edge portion of the face plate 7 from the beam 4 and the base 3 and deliberately forming the upper space S1 and the lower space portion S2. 7 is configured not to follow the large inclination movement of the column base 6a and the column head 6b. On the other hand, the connection between the face plate 7 and the columns 6 and 6 is a lower concave in the middle portion of the column 6 with little inclination movement. Since the connection is maintained by sandwiching the lower edge and the upper edge of the face plate 7 between the wall 28a and the upper concave wall 28b, a tough bearing material tension bearing wall that is difficult to break brittlely is provided. It becomes possible to do.

DESCRIPTION OF SYMBOLS 1 Wooden building 2 Foundation 3 Base 3a Split base 4 Beam 5 Narrow wall 6 Post 6a Column base 6b Column head 7 Face plate 7a Lower side plate 7b Upper side plate 8 Column base metal 9 Column head hardware 10 Anchor bolt 11 Box base 11a Installation Wall 11b Support wall 12 Standing wall 12a Connection hole 13 Free insertion hole 14 Adjustment disk 14a Guide slit 15 Fixed washer 16 Nut 17 Cut groove 18 Pin hole 19 Drift pin 20 Pipe portion 20a Connection hole 21 Hanging wall 21a Connection hole 22 Receiving hole 23 Pin hole 24 Cut groove 25 Pin hole 26 Drift pin 27 Drift pin 28 Recess 28a Lower concave wall 28b Upper concave wall 29 Screw hole 29a Recessed portion 29b Reinforcement portion 30 Screw 30a Head

The face plate may be formed by a single plate material, but may be constituted by a lower side plate disposed on the lower side from the vertical center position of the support column and an upper side plate disposed on the upper side. The upper edge of the lower side plate and the lower edge of the upper side plate are connected to each other in the state of being connected to each other, and the upper edge of the upper side plate and the lower edge of the lower side plate are respectively connected to the upper concave wall of the recess and the lower side. In a state along the side concave wall, both sides of the face plate are fixed to the bottom wall of the recess with screws, forming an upper space between the upper edge of the upper side plate and the beam, and the lower edge of the lower side plate It is comprised so that a lower space may be formed between a part and a foundation.

Claims (5)

It is a narrow wall that is installed along the side edge of the opening of a wooden building and integrates a column made of a pair of square members arranged side by side and a face plate made of a plate material connecting the pair of columns,
The column (6, 6) is fixedly supported by the column base (6a) by the column base (8) fixed to the foundation, and the column head (6b) by the column head (9) fixed to the beam. Are fixedly supported, and a pair of columns (6) and (6) each having width dimensions T1 and T2 are juxtaposed with each other with a column interval P between them being a narrow interval of T1 + T2 <P <2 (T1 + T2).
The face plate (7) is fitted into a recess (28) provided in the surface of a pair of struts, and the upper edge and the lower edge of the face plate are respectively an upper recessed wall (28b) and a lower recessed wall of the recessed portion. In a state along (28a), both sides of the face plate are fixed to the bottom wall (28c) of the recess by a plurality of screws (30) at predetermined intervals in the vertical direction,
An upper space (S1) is formed between the upper edge of the face plate (7) and the beam (4), and a lower space (S2) is formed between the lower edge and the base (3). A narrow wall of a characteristic wooden building. 2. The wooden building according to claim 1, wherein a plurality of screw holes (29) through which the screws (30) are inserted are formed at predetermined positions on both sides of the face plate (7). Narrow wall. The concave portion (29a) for embedding a screw head (30a) inserted into the screw hole (29) is formed on the surface of the face plate (7) by embossing. Narrow wall of wooden building. The distance L between the upper concave wall (28b) and the lower concave wall (28a) of the concave portion is formed such that H <L <H + t with respect to the height H and thickness t of the face plate (7). The narrow wall of the wooden building of Claim 1, 2, or 3 characterized by the above-mentioned. The face plate (7) is composed of a lower side plate (7a) arranged on the lower side from the vertical center position of the support column and an upper side plate (7b) arranged on the upper side. In the state where the edge and the upper edge of the upper side plate (7b) are connected to each other, the recess (28) is inserted,
With the upper edge portion of the upper side plate (7b) and the lower edge portion of the lower side plate (7a) along the upper concave wall (28b) and the lower concave wall (28a) of the recess, the face plate (7a, 7b) is fixed to the bottom wall (28c) of the recess by screws (30) on both sides,
An upper space (S1) is formed between the upper edge of the upper side plate (7b) and the beam (4), and a lower space (S2) is formed between the lower edge of the lower side plate (7a) and the base (3). The narrow wall of the wooden building according to claim 1, 2, 3, or 4, characterized by comprising:

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