JP2001159192A - Lifting prevention structure of column with wall - Google Patents

Abstract

PROBLEM TO BE SOLVED: To surely prevent the lifting of a column with a wall even to large horizontal force while securing sufficient durability or weatherability in a conventional wooden framework construction method. SOLUTION: The structure prevents the lifting of columns (3, 4, 6) with the wall attaching the walls (7, 8). A groove is formed on the leg part of the column with the wall, and holes are formed on horizontal members (2, 5). Rod- like members (21, 22) are buried in the groove and the hole, and a prescribed adhesive is filled into the groove and the hole burying the rod-like member so as to surround the rod-like member.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for preventing a column with a wall from rising, and more particularly to a structure for preventing the column with a wall from rising during an earthquake or a typhoon in a conventional wooden frame construction method.

[0002]

2. Description of the Related Art In a conventional wooden frame construction method, a column attached to a load-bearing wall receives a compressive force from an upper floor. However, during an earthquake or a typhoon, one of a pair of columns sandwiching the bearing wall rises from the base due to the rotation of the bearing wall receiving a large horizontal force. Conventionally, in order to prevent this pillar with a wall from lifting, the foundation is fixed to the foundation via anchor bolts, and a reinforcing metal called "gazing" is vertically placed between the leg of the pillar and the foundation along the vertical direction. I was driving.

[0003] In recent years, instead of the "Kasugai" which cannot exert sufficient strength against the rising of the wall-mounted column, a reinforcing metal member called a hole-down metal member is used, and the leg portion of the column and the base are used. Is reinforced along the vertical direction. Generally, a hole-down metal fitting is a reinforcing metal fitting attached to a side surface of a leg portion of a pillar, and is tied to a pillar through, for example, a horizontal through bolt, and is tied to a base through, for example, a bolt with a vertical washer. You.

[0004]

As described above, in the prior art, hole-down hardware is applied to the legs of the walled column in order to prevent the walled column from rising. However, for example, a column with a wall with a relatively large wall magnification or a column with a first-floor wall installed at the same position as the second-floor wall (in a multistory structure) has a large pulling force during an earthquake. Therefore, there is an inconvenience that the lifting of the pillar cannot be reliably prevented even if the hole-down metal is used.

Further, in the prior art in which a hole-down hardware is fastened to a leg of a pillar via a through-bolt, a reinforcing metal comprising a hole-down hardware, a through-bolt and a bolt with a washer is finally exposed to the outside. become. More specifically, the entire hole-down hardware, a part of the through bolt, and a part of the bolt with washer will be exposed to the environment.
As a result, metal corrosion peculiar to the joint reinforcing metal is likely to occur, and for example, there is an inconvenience that durability against salt damage and the like, that is, weather resistance is poor.

[0006] The present invention has been made in view of the above-mentioned problems. For example, in a conventional wooden frame construction method, a wall is provided with a large horizontal force while ensuring sufficient durability or weather resistance. An object of the present invention is to provide a structure capable of reliably preventing a column from being lifted.

[0007]

According to a first aspect of the present invention, there is provided a structure for preventing a column with a wall having a wall which substantially bears a horizontal force from being lifted. A groove extending substantially vertically is formed in a leg of the walled column, and a groove extending substantially along a vertical direction is formed in a transverse member joined to the leg of the walled column. Or a hole is formed, and a rod-shaped member is buried so as to extend along a substantially vertical direction in a groove formed in a leg portion of the walled column and a groove or hole formed in the horizontal member, The groove or the hole in which the rod-like member is embedded is filled with a predetermined adhesive so as to surround the rod-like member. .

According to a preferred aspect of the first invention, the walled pillar is a first-floor stud, and a groove extending substantially vertically is formed in a leg portion of the first-floor stud. The transverse member joined to the stud leg of the floor is a base extending horizontally on the foundation, and the base is formed with a groove or through hole extending substantially vertically, and the upper part of the foundation is formed. Has a hole that extends along the vertical direction,
The rod-shaped member, via a groove formed in the leg of the stud of the first floor and a groove or through hole formed in the base,
It is preferably embedded in a hole formed in the upper part of the foundation.

According to another preferred embodiment of the first invention, the walled pillar is a stud on the second floor, and a leg extending substantially along the vertical direction is formed in a leg of the stud on the second floor. And
The horizontal member joined to the leg of the second-floor stud is a beam extending in a horizontal direction, and the beam is formed with a groove or a through-hole extending substantially in a vertical direction. A groove extending substantially vertically is formed at the head of the first-floor stud arranged along the direction, and the rod-shaped member includes a groove and a beam formed at the leg of the second-floor stud. It is preferable to be buried in a groove formed in the head of the stud on the first floor via a groove or a through hole formed in the first floor.

On the other hand, according to a second aspect of the present invention, there is provided a structure for preventing a column with a wall to which a wall which substantially bears a horizontal force is attached from being lifted.
A groove extending substantially along the vertical direction is formed, and a groove or hole extending substantially along the vertical direction is formed on the transverse member joined to the leg of the wall, and the groove is formed on the leg of the wall. In the groove and the groove or the hole formed in the horizontal member, a rod-shaped member is buried so as to extend substantially vertically, and in the groove or the hole in which the rod-shaped member is buried, Provided is a structure for preventing a pillar with a wall from rising, wherein a predetermined adhesive is filled so as to surround the rod-shaped member.

According to a preferred aspect of the second invention, the wall is a first-floor wall, and at least one pair of grooves extending substantially vertically is formed in a leg of the first-floor wall. The cross member joined to the leg of the first floor wall is a base extending horizontally on the foundation, and the base is formed with at least one pair of grooves or through holes extending substantially vertically. At least a pair of holes extending substantially vertically are formed in the upper part of the foundation, and the bar-shaped member is formed in at least a pair of grooves formed in the legs of the first floor wall and the base. It is preferable that each of the bases is buried in at least one pair of holes formed in the upper part of the foundation via at least one pair of grooves or through holes.

According to another preferred aspect of the second invention, the wall is a second-floor wall, and at least one pair of grooves extending substantially vertically is formed in a leg of the second-floor wall. The transverse member formed and joined to the leg of the second floor wall is a beam extending in a horizontal direction, and the beam has at least a pair of grooves or through holes extending substantially along a vertical direction. At least a pair of grooves extending substantially along the vertical direction are formed in the head of the first-floor wall arranged in a continuous layer with the second-floor wall, and the bar-shaped member is formed on a leg of the second-floor wall. Being buried in at least one pair of grooves formed in the head of the wall on the first floor via at least one pair of formed grooves and at least one pair of grooves or through holes formed in the beam. Is preferred.

Further, according to another preferred aspect of the second invention, a groove extending substantially vertically is formed in a leg of the column with a wall, and is joined to the leg of the column with a wall. In the transverse member, a groove or a hole extending substantially along the vertical direction is formed, and in the groove formed in the leg of the walled column and the groove or the hole formed in the transverse member, A second rod-shaped member is buried so as to extend substantially in the vertical direction, and a predetermined adhesive is provided in the groove or hole in which the second rod-shaped member is buried so as to surround the second rod-shaped member. It is preferable that the agent is filled.

In the first invention and the second invention,
The groove in which the rod-shaped member is embedded is preferably covered by a predetermined plug member. Further, it is preferable that the bar-shaped member is a deformed reinforcing bar.

[0015]

DESCRIPTION OF THE PREFERRED EMBODIMENTS In the present invention, a groove extending along a vertical direction is formed in a leg of a walled column to which a wall that bears a relatively large horizontal force during an earthquake or typhoon is attached. On the other hand, a groove or a hole extending along the vertical direction is formed in the horizontal member joined to the leg of the walled column. Then, the rod-shaped member is buried in the formed groove or hole so as to extend in the vertical direction, and a predetermined adhesive is filled so as to surround the rod-shaped member in the groove or hole.

As a typical embodiment of the present invention, for example, in the case of a stud on the first floor to which a load-bearing wall is attached, a groove is formed in a leg of the stud, and a groove or a groove is formed in a base joined to the leg of the stud. A through hole is formed. Then, after setting a rod-like member such as a deformed reinforcing bar previously embedded in the foundation so as to pass through the groove of the stud and the groove or through-hole of the base, the rod-like member is surrounded by the groove or the through-hole. Is filled with a predetermined adhesive and cured, whereby the studs are tightly joined to the base and eventually to the foundation via this rod-shaped member.

Further, as another typical embodiment of the present invention,
For example, when a bearing wall is attached to a stud on the first floor, a pair of grooves are formed in the legs of the bearing wall along the vertical direction, and the base joined to the legs of the bearing wall is formed along the vertical direction. A pair of grooves or through holes are formed. Then, after setting a pair of rod-like members such as deformed reinforcing bars preliminarily embedded in the foundation so as to pass through the groove of the load-bearing wall and the groove or through-hole of the base, the rod-like member is inserted into the groove or the through-hole. By filling and curing a predetermined adhesive so as to surround,
Through this rod-shaped member, the stud is tightly joined to the base, and thus to the foundation.

In the present invention, the adhesive is filled in the groove in which the rod-like member such as a reinforcing bar is embedded, and then the groove is covered with a predetermined plug member, so that the appearance of the joint can be kept good. In addition, the reinforcing steel as a joint metal can be more completely isolated from the external environment. Further, in the present invention, not only the leg of the first-floor pillar and the leg of the first-floor bearing wall, but also the leg of the first-floor pillar, the leg of the second-floor pillar, and the
The same structure can be applied to the legs of the floor bearing wall and the like.

As described above, in the structure for preventing a column with a wall from lifting according to the present invention, the pulling force acting on the column with a wall during an earthquake, for example, is transmitted to a rod-like member such as a reinforcing bar adhered to the column, and then the reinforcing bar is reinforced. The force transmitted to the rebar is transmitted to the base adhered to the rebar and eventually to the foundation. In other words, the stress transmission in the structure according to the invention takes place via rods, such as rebars, which are firmly glued and embedded over both the walled columns and the base. As a result, a large pull-out resistance of the walled column can be secured via the high-strength rebar, and the walled column can be reliably prevented from rising even with a large horizontal force.

Alternatively, for example, a pull-out force corresponding to a rotational force acting on the load-bearing wall during an earthquake is transmitted to a rod-like member such as a reinforcing bar adhered to the load-bearing wall, and the force transmitted to the reinforcing bar is then transmitted to the reinforcing bar. To the base, which is glued to the base, and thus to the foundation. In other words, the stress transmission in the structure according to the invention takes place via at least one pair of bars, such as reinforcing bars, which are firmly glued and embedded over both the load-bearing wall and the base. As a result, a large rotation resistance of the load-bearing wall can be ensured via the high-strength rebar, and the wall-equipped column can be reliably prevented from rising even with a large horizontal force.

Also, for example, by embedding one rod-shaped member (preferably a deformed reinforcing bar) in each of the grooves formed at two places on one side of the walled column and on the other side of the opposite side, A substantial rigid connection can be achieved. Therefore, in the structure of the present invention, only by forming grooves and through holes with not so high precision in the walled column and the base, it is possible to perform fine unevenness processing as in the prior art between the walled column and the base. No need to apply.

Further, in the structure of the present invention, at least the reinforcing bar, which is a metal joint, is covered with an adhesive, and when a plug member is used, it is also covered with the plug member. In other words, since the reinforcing metal, which is a metal joint, is not exposed to the outside, it is in a state of being substantially isolated from the external environment,
Sufficient weather resistance can be ensured by effectively avoiding metal corrosion and the like. As described above, in the structure of the present invention, for example, in the conventional wooden frame construction method, it is possible to reliably prevent the wall-mounted column from rising even with a large horizontal force while securing sufficient durability or weather resistance. be able to.

An embodiment of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a diagram illustrating a structure for preventing a column with a wall from rising according to the first embodiment of the present invention. In FIG. 1, a base 2 extending in a horizontal direction is mounted on a foundation 1, and a through pillar 3 extending in a vertical direction is mounted on the base 2. Further, the base 2 is provided with a first-floor pipe column 4 as a vertical column extending vertically from the through column 3 at a horizontal interval.

Further, the head of the first-floor tubular column 4 and the through column 3
At the middle part of the body, a trunk 5 as a beam extending in the horizontal direction is attached. In addition, the trunk 5 has a first-floor tube column 4
2 is extended in the direction of extension of the axis. A wall 7 on the first floor is attached between the through column 3 and the first-stage tube column 4. A second-floor wall 8 is attached between the through pillar 3 and the second-floor pipe pillar 6. Here, the walls 7 and 8 are wooden panels made of, for example, LVL or laminated wood, and constitute so-called load-bearing walls.

In the first embodiment, the lifting prevention structure of the present invention is applied to the leg of the through column 3, the leg of the first floor column 4, and the leg of the second column 6. That is, on the first floor, as shown in FIGS.
1, the leg of the through column 3 and the leg of the first-floor tube column 4 are connected to the base 2 and thus to the foundation 1 by a tight connection. Specifically, as shown in FIG. 3A, the deformed reinforcing bar 21 is embedded in the upper part of the foundation 1 along the vertical direction. In this case, Basic 1
The deformed reinforcing bar 21 is dropped into a loose hole (a stump hole) 31 formed beforehand on the upper part of the mortar, and the non-shrink mortar 32 is filled so as to surround the deformed reinforcing bar 21.

Next, the base 2 in which the through holes 33 extending in the vertical direction are formed in advance is positioned on the foundation 1 so that the deformed reinforcing bar 21 passes through the through holes 33. Further, as shown in FIG. 3B, the preformed pillar 3 or 4 of the groove 34 along the vertical direction is positioned on the base 2 such that the deformed reinforcing bar 21 passes through the groove 34. I do. In this state, a predetermined adhesive is filled in the through hole 33 and the groove 34 so as to surround the deformed reinforcing bar 21. At this time, it is preferable to use an adhesive having a somewhat high viscosity, so that the filling operation of the adhesive can be performed smoothly and accurately.

Thereafter, if necessary, the groove 34 filled with the adhesive is covered with a wooden plug 35. Thus, as shown in FIG. 2C, which is a cross-sectional view along the line AA in FIG.
In the groove 34 in which the deformed reinforcing bar 21 is buried, the deformed reinforcing bar 2
1 is filled with the adhesive 36 so as to surround the
Is filled with a wooden plug 35. Similarly, although not shown, the adhesive 36 is also filled in the through hole 33 of the base 2 in which the deformed reinforcing bar 21 is embedded so as to surround the deformed reinforcing bar 21. In the example described above, the through hole 33 is formed in the base 2. However, as shown in FIG. 4, similarly to the columns 3 or 4, a groove 37 along the vertical direction may be formed in the base 2 instead of the through hole 33.

On the other hand, on the second floor, as shown in FIG. 5, the legs of the second-floor tube post 6, the trunk 5 and the head of the first-floor tube column 4 are tightly connected via deformed reinforcing bars 22. I have. That is, the leg portion of the second-floor pipe column 6 is tightly connected to the base 2 and thus to the foundation 1 via the first-floor column column 4. Specifically, a through-hole is formed in the trunk 5 in the vertical direction, and a groove is formed in the leg of the second-floor column 6 and the head of the first-floor column 4 in the vertical direction. I have.

The deformed reinforcing bar 22 is formed through a groove formed in the leg of the second-floor tube column 6 and a through hole formed in the trunk 5.
It is buried in a groove formed in the head of the first-floor pipe column 4. Then, a predetermined adhesive is filled in the through holes and the grooves so as to surround the deformed reinforcing bar 22. In the above-described example, the through hole is formed in the barrel 5. However, similarly to the columns 4 and 6, a groove extending in the vertical direction can be formed in the barrel insertion 5 instead of the through hole.

As described above, in the first embodiment, the pull-out force acting on the columns 3, 4 and 6 during an earthquake or typhoon, for example, causes the deformed reinforcing bars 21 and 2 adhered to these columns.
2 and then the forces transmitted to the profiled rebars 21 and 22 are transmitted to the base 2 and thus to the foundation 1. As a result, the pull-out resistance of the walled columns 3, 4, and 6 can be largely secured through the deformed reinforcing bars 21 and 22 having high strength, and the walled columns 3, 4 can be protected against a large horizontal force.
And 6 can be reliably prevented from rising.

FIG. 6 is a view for explaining a structure for preventing a column with a wall from rising according to a second embodiment of the present invention. First
In the embodiment, as described above, the lifting prevention structure of the present invention is applied to the leg of the through column 3, the leg of the first floor column 4, and the leg of the second column 6. On the other hand, in the second embodiment, the lifting prevention structure of the present invention is applied to the legs of the load-bearing wall 7 and the legs of the load-bearing wall 8. Hereinafter, the first
The second embodiment will be described focusing on the difference from the embodiment.

On the first floor, as shown in FIG. 6, the leg portion of the first floor load-bearing wall 7 is tied to the base 2 and further to the foundation 1 via a pair of deformed reinforcing bars 23 spaced apart in the horizontal direction. Connected. Specifically, as shown in FIG. 7, a pair of deformed reinforcing bars 23 are embedded in the upper part of the foundation 1 along the vertical direction,
The preformed base 2 of the pair of through holes 71 is positioned on the foundation 1 so that the pair of deformed reinforcing bars 23 pass through the pair of through holes 71. Further, the preformed load-bearing walls 7 of the pair of grooves 72 along the vertical direction are positioned on the base 2 such that the pair of deformed reinforcing bars 23 pass through the pair of grooves 72.

In this state, a predetermined adhesive is filled in the pair of through holes 71 and the pair of grooves 72 so as to surround the deformed reinforcing bar 23. Thereafter, the pair of grooves 72 filled with the adhesive is covered with a wooden plug as needed. In the example described above, a pair of through holes 71 are formed in the base 2. However, similarly to the load-bearing wall 7 on the first floor, a pair of grooves along the vertical direction may be formed in the base 2 instead of the pair of through holes 71.

On the other hand, on the second floor, as shown in FIG. 6, the leg of the second-floor load-bearing wall 8, the trunk 5 and the first-floor proof stress are provided via a pair of deformed reinforcing bars 24 spaced apart in the horizontal direction. The head of the wall 7 is tightly connected. That is, the leg portion of the second-floor load-bearing wall 8 is tightly connected to the base 2 and thus to the foundation 1 via the first-floor load-bearing wall 7. Specifically, a pair of through-holes are formed in the trunk 5 in the vertical direction, and a pair of grooves along the vertical direction are formed in the legs of the second floor bearing wall 8 and the head of the first floor bearing wall 7. Each is formed.

A pair of deformed reinforcing bars 24 are formed in the head of the first-floor load-bearing wall 7 through grooves formed in the legs of the second-floor load-bearing wall 8 and through holes formed in the trunk 5. It is buried inside. Then, a predetermined adhesive is filled in the through holes and the grooves so as to surround the pair of deformed reinforcing bars 24. In the above-described example, a pair of through holes are formed in the barrel 5. However, similarly to the load-bearing walls 7 and 8, a pair of grooves extending in the vertical direction may be formed in the barrel insert 5 instead of the pair of through holes.

As described above, in the second embodiment, the withdrawal force corresponding to the rotational force acting on the load bearing walls 7 and 8 during an earthquake or a typhoon, for example, causes the deformed reinforcing bar 23 adhered to the load bearing walls 7 and 8 to be removed. And 24 and then the forces transmitted to these rebars are transmitted to the base 2 and thus to the foundation 1. As a result, it is possible to secure a large rotation resistance of the bearing walls 7 and 8 via the deformed reinforcing bars 23 and 24 having high strength, and to surely lift the pillars 3, 4 and 6 with walls against a large horizontal force. Can be prevented.

In each of the above-described embodiments, a nail or the like can be used for joining the load-bearing wall to the column and the beam as in the related art. Further, in each of the above-described embodiments, the load-bearing wall is provided between the through pillar and the stud, but the load-bearing wall is provided between the pair of studs or the bearing wall is provided between the pair of through pillars. The present invention can also be applied to the case where it is performed.

Further, in each of the above-described embodiments, the load-bearing wall is provided between the pair of columns, but the wall (base material + wall panel, etc.) according to the conventional wooden frame construction method is provided between the pair of columns. )
The present invention can also be applied to a case in which is provided. In the first embodiment described above, the present invention is applied to the leg of the pillar, and in the second embodiment, the present invention is applied to the leg of the load-bearing wall. An embodiment in which the present invention is applied to both of the legs is also possible.

Further, in each of the above-described embodiments, in the reinforcement structure of the leg of the first-floor column or the leg of the first-floor load-bearing wall, the deformed reinforcing bar is embedded up to the foundation. A mode in which the leg of the column and the base or the leg of the first floor bearing wall and the base are tightly connected is also possible. Further, in each of the above embodiments, in the reinforcing structure of the legs of the second-floor columns and the legs of the second-floor load-bearing walls, the deformed reinforcing bars are embedded in the column caps of the first-floor columns. A mode is also possible in which the legs of the second-floor pillar and the beams or the legs and beams of the second-floor load-bearing wall are tightened without being buried in the column cap.

Further, in each of the above-described embodiments, an example is shown in which a deformed reinforcing bar is used as the bar-shaped member. However, a rod-shaped member made of a general steel bar including a round steel bar and other suitable materials is used. Can be. Further, in each of the above-described embodiments, the appearance of the joint is kept good by covering the groove with the plug member, and the deformed reinforcing bar is more completely isolated from the external environment. However, the use of the plug member is not essential in the present invention, and it is possible to isolate the deformed reinforcing bar from the external environment to some extent by covering the deformed reinforcing bar and thus the groove with an adhesive.

[0041]

As described above, according to the structure for preventing the column with a wall from rising according to the present invention, for example, in a conventional wooden frame construction method, while ensuring sufficient durability or weather resistance,
It is possible to reliably prevent the column with the wall from rising even with a large horizontal force.

[Brief description of the drawings]

FIG. 1 is a diagram illustrating a structure for preventing a column with a wall from rising according to a first embodiment of the present invention.

FIG. 2 is a view showing a state in which a column base on the first floor is tightly connected to a base and a foundation via deformed reinforcing bars.

FIG. 3 is a diagram illustrating embedding of deformed reinforcing bars in a foundation and mounting of a base and a column to the embedded deformed reinforcing bars.

FIG. 4 is a diagram illustrating a modification in which a groove is formed in advance on a base instead of a through hole.

FIG. 5 is a view showing a state in which a column base on the second floor is tightly connected to a trunk and a column capital on the first floor, and further to a base and a foundation, via deformed reinforcing bars.

FIG. 6 is a diagram illustrating a structure for preventing a column with a wall from rising according to a second embodiment of the present invention.

FIG. 7 is a diagram illustrating attachment of a base and load-bearing walls to deformed reinforcing bars embedded in a foundation.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 1 Foundation 2 Base 3 Through pillar 4 1st-floor pipe pillar 5 Body insertion 6 2nd-floor pipe column 7 1st floor bearing wall 8 2nd floor bearing wall 21, 22 Deformed bar

Continued on the front page F term (reference) 2E002 EA02 FA03 FB07 JA01 JA03 JB04 JB06 LA00 LB04 LB13 LC04 LC06 MA07 2E125 AA04 AA18 AA46 AA53 AB12 AC01 AC23 AE16 AG03 AG08 AG23 AG56 BA22 BB08 BD01 BE07 BE08 CA81 EA31

Claims (9)

[Claims] 1. A structure for preventing a column with a wall to which a wall that substantially bears horizontal force is attached from rising, wherein legs of the column with a wall extend substantially in a vertical direction. A groove or hole extending substantially vertically is formed in the transverse member joined to the leg of the walled column, and a groove formed in the leg of the walled column and A rod-like member is buried in the groove or hole formed in the horizontal member so as to extend substantially in the vertical direction, and the rod-like member is buried in the groove or hole in which the rod-like member is buried. Characterized by being filled with a predetermined adhesive so as to surround the column. 2. The stud on the first floor is a stud on the first floor, and a groove extending substantially vertically is formed in a leg of the stud on the first floor, and is joined to a leg of the stud on the first floor. The horizontal member is a base extending horizontally on the foundation, and a groove or a through hole extending substantially along the vertical direction is formed on the base, and an upper part of the foundation is formed substantially along the vertical direction. The rod-shaped member, through a groove formed in the leg of the stud of the first floor and a groove or through hole formed in the base,
The structure of claim 1, wherein the structure is buried in a hole formed in an upper portion of the foundation. 3. The stud with the wall is a stud on the second floor, and a groove extending substantially along a vertical direction is formed in a leg of the stud on the second floor, and is joined to a leg of the stud on the second floor. The horizontal member is a beam extending in the horizontal direction, a groove or a through hole extending substantially in the vertical direction is formed in the beam, and the beam on the first floor arranged along the axial direction of the stud on the second floor is formed. A groove extending substantially vertically is formed in the head of the stud, and the rod-shaped member is formed through a groove formed in a leg of the stud on the second floor and a groove or a through hole formed in the beam. 2. The structure according to claim 1, wherein the structure is buried in a groove formed in a head of the stud on the first floor. 4. A structure for preventing a walled column having a wall that substantially bears horizontal force from being lifted, wherein a groove extending substantially along a vertical direction is formed in a leg of the wall. A groove or a hole extending along a substantially vertical direction is formed in the transverse member joined to the leg of the wall, and is formed in the groove formed in the leg of the wall and the transverse member. A rod-shaped member is buried in the groove or hole extending substantially in the vertical direction, and the groove or the hole in which the rod-shaped member is buried is provided so as to surround the rod-shaped member. A structure for preventing a column with a wall from being lifted, characterized by being filled with an adhesive. 5. The wall is a first-floor wall, and at least one pair of grooves extending substantially along a vertical direction is formed in a leg of the first-floor wall. The horizontal member to be joined is a base extending horizontally on the foundation, and the base is formed with at least a pair of grooves or through holes extending substantially along a vertical direction. At least one pair of holes extending in the vertical direction is formed, and the rod-shaped member has at least one pair of grooves formed in the legs of the first floor wall and at least one pair of grooves or through holes formed in the base. 5. The structure according to claim 4, wherein the structure is buried in at least one pair of holes formed in the upper part of the foundation. 6. The wall is a second-floor wall, and at least one pair of grooves extending substantially vertically is formed in a leg of the second-floor wall. The horizontal member to be joined is a beam extending in the horizontal direction, and the beam is formed with at least a pair of grooves or through holes extending substantially in the vertical direction. On the head of the floor wall,
At least one pair of grooves extending substantially in the vertical direction is formed, and the rod-shaped member is formed in at least one pair of grooves formed in the legs of the second floor wall and at least one pair of grooves or through holes formed in the beam. 5. The structure according to claim 4, wherein the structure is buried in at least one pair of grooves formed in a head of the wall on the first floor via a first groove. 7. A groove extending substantially vertically along a leg of the column with a wall, and the transverse member joined to the leg of the column with a wall substantially along a vertical direction. A groove or a hole formed in the leg of the walled column and a groove or a hole formed in the transverse member so as to extend along a substantially vertical direction. A rod-shaped member is embedded, and in the groove or hole in which the second rod-shaped member is embedded,
The structure according to any one of claims 4 to 6, wherein a predetermined adhesive is filled so as to surround the second rod-shaped member. 8. The groove in which the rod-shaped member is buried is covered by a predetermined plug member.
A structure according to any one of claims 1 to 7. 9. The structure according to claim 1, wherein the rod-shaped member is a deformed reinforcing bar.