JP2006132120A - Building hardware - Google Patents

Building hardware Download PDF

Info

Publication number
JP2006132120A
JP2006132120A JP2004320084A JP2004320084A JP2006132120A JP 2006132120 A JP2006132120 A JP 2006132120A JP 2004320084 A JP2004320084 A JP 2004320084A JP 2004320084 A JP2004320084 A JP 2004320084A JP 2006132120 A JP2006132120 A JP 2006132120A
Authority
JP
Japan
Prior art keywords
surface portion
hardware
mounting surface
corner
fixture
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2004320084A
Other languages
Japanese (ja)
Inventor
Kenji Kanai
建二 金井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JUTAKU KOZO KENKYUSHO KK
Original Assignee
JUTAKU KOZO KENKYUSHO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JUTAKU KOZO KENKYUSHO KK filed Critical JUTAKU KOZO KENKYUSHO KK
Priority to JP2004320084A priority Critical patent/JP2006132120A/en
Publication of JP2006132120A publication Critical patent/JP2006132120A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide building hardware capable of preventing mutual fixtures used for a fixation from colliding inside a column, even if the same building hardware is used for two surfaces (orthogonal two surfaces or parallel two surfaces) of one structural material, while enhancing yield strength against extraction of the column, even if the building hardware is particularly a rigid structure, when reinforcing a joining place of the mutual structural materials in a wooden house by using reinforcing hardware for building. <P>SOLUTION: This building hardware has orthogonal first installation surface part 4 and second installation surface part 5; and is composed of a body 15 for forming a fixture inserting hole 6 in the first installation surface part and the second installation surface part 5, and an exclusive spacer 16 superposed on a reverse surface of the second installation surface part 5. The exclusive space 16 has the thickness. A thickness dimension is set to a diameter or more of the fixture inserting hole 6 formed in the first installation surface part 4, and is set to a distance or less between the vertically positioned fixture inserting holes 6, as one example. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、木造住宅の土台と柱、柱と梁のように、直角に交差する構造材の接合個所入隅に取り付けて、構造材どうしの接合を補強する建築金物に関する。   The present invention relates to a construction hardware that reinforces the joining of structural members by attaching them to the corners where the structural members intersect at right angles, such as foundations and columns, columns and beams of wooden houses.

木造住宅において、土台と柱、柱と梁のように、互いに直交する2つの構造材どうしを接合する建築金物として、例えば、図1のような金属板をL字形に屈曲したコーナー金物1が公知である(特許文献1参照)。符合2は柱、符合3は土台である。コーナー金物1は、柱2に固定する第1取付け面部4と土台の上面に固定する第2取付け面部5とを一体に備え、第1取付け面部4及び第2取付け面部5に複数の固定具挿通孔6を穿設してある。符合7はビスなどの固定具である。   In a wooden house, for example, a corner hardware 1 in which a metal plate as shown in FIG. 1 is bent into an L-shape is known as a construction hardware for joining two structural members that are orthogonal to each other such as a base and a pillar, and a pillar and a beam. (See Patent Document 1). Reference numeral 2 is a pillar, and reference numeral 3 is a base. The corner hardware 1 is integrally provided with a first mounting surface portion 4 fixed to the pillar 2 and a second mounting surface portion 5 fixed to the upper surface of the base, and a plurality of fixtures are inserted into the first mounting surface portion 4 and the second mounting surface portion 5. A hole 6 is formed. Reference numeral 7 is a fixing tool such as a screw.

このような補強構造の場合、図2のように、強い地震などで柱2が上方へ引き抜かれるように変位すると、コーナー金物1は引き延ばされてしまい、結果として柱2が土台3から外れてしまい、家屋が倒壊する。基本的にL字形をなすコーナー金物は、第1取付け面部4と第2取付け面部5の間に三角形のリブを配置するなどしてもこの傾向が強い。   In the case of such a reinforcing structure, as shown in FIG. 2, when the pillar 2 is displaced so as to be pulled upward due to a strong earthquake or the like, the corner hardware 1 is extended, and as a result, the pillar 2 is detached from the base 3. The house collapses. This tendency is strong even when a triangular rib is basically arranged between the first mounting surface portion 4 and the second mounting surface portion 5 in the corner hardware having an L shape.

この点、図3に例示するホールダウン金物8は、柱側に固定した係合金物9と基礎コンクリート10に固定したアンカーボルト11をナット12で強力に緊結する構造で、かなりの引き抜き力に対抗することができる。これは、係合金物9やアンカーボルト11に素材的にも頑丈なものが使用されていることもあるが、係合金物9の下縁13がこの係合金物9が取り付けらている柱の側面に当接していることにもよる。すなわち、図4のように、柱2に上方への引き抜き力が作用すると、係合金物9がアンカーボルト11との係合点を中心として柱2側へ回動する傾向となるが、前記係合金物9の下縁13が柱側面に衝突してこの回動傾向を阻止する。仮に、柱2の材質が非常に柔らかい場合には、係合金物9の下縁13は、柱2にめり込み柱2は簡単に引き抜かれてしまう。   In this regard, the hole-down hardware 8 illustrated in FIG. 3 has a structure in which an engagement hardware 9 fixed to the column side and an anchor bolt 11 fixed to the foundation concrete 10 are strongly connected by a nut 12 to counter a considerable pulling force. can do. This is because the engagement hardware 9 and the anchor bolt 11 may be made of a material that is sturdy, but the lower edge 13 of the engagement hardware 9 is the column of the column to which the engagement hardware 9 is attached. It depends on the contact with the side. That is, as shown in FIG. 4, when an upward pulling force acts on the pillar 2, the engagement hardware 9 tends to rotate around the engagement point with the anchor bolt 11 toward the pillar 2 side. The lower edge 13 of the object 9 collides with the column side surface to prevent this turning tendency. If the material of the pillar 2 is very soft, the lower edge 13 of the engagement hardware 9 is inserted into the pillar 2 and the pillar 2 is easily pulled out.

一方、前記L字形のコーナー金物1を図5(イ)のようなボックス形にして(コーナー金物14とする)、コーナー金物14自体を頑丈な変形しにくい剛構造にすると、通常の状態における柱2と土台3の結合状態は強化されるが、図6,7に示すような現象が生じる。すなわち、図5(ロ)のように、柱2と土台3がコーナー金物14によって補強され、結合されている状態から、図6のように、柱2が上方に引き抜かれる移動が生じると、まず、第1取付け面部4を取付けている固定具7(ビス)の変形などにより、柱2が土台3から持ち上がる。このとき、コーナー金物14の第2取付け面部5が固定具7により土台3に固定されている力は強いので、コーナー金物14は第2取付け面部5を土台3の上面に接したままその位置に残る。このため、コーナー金物14の第1取付け面部4と第2取付け面部5の角部Pは、柱2の側面から外れてしまい、コーナー金物14が回転する際の抵抗部を失った状態となる。そして、柱2の上方への移動が大きくなると、図7のように、コーナー金物14が剛性であるために全体として第2取付け面部5の先端付近を中心に回転を始め、前記の角部Pは、引き抜きにより生じてくる柱2と土台3間の隙間にもぐりこむような移動をして、もはやコーナー金物14の回転を止めることができなくなる。結局、柱2が土台3から引き抜かれてしまう。   On the other hand, if the L-shaped corner hardware 1 is formed into a box shape as shown in FIG. 5 (a) (referred to as a corner hardware 14), and the corner hardware 14 itself has a sturdy and hard-to-deform structure, the column in a normal state. Although the connection state between the base 2 and the base 3 is strengthened, the phenomenon shown in FIGS. That is, when the column 2 and the base 3 are reinforced and joined by the corner hardware 14 as shown in FIG. 5 (b) and the column 2 is pulled upward as shown in FIG. The pillar 2 is lifted from the base 3 due to deformation of the fixture 7 (screw) to which the first attachment surface portion 4 is attached. At this time, since the force with which the second mounting surface portion 5 of the corner hardware 14 is fixed to the base 3 by the fixture 7 is strong, the corner hardware 14 remains in the position with the second mounting surface portion 5 in contact with the upper surface of the base 3. Remain. For this reason, the corner | angular part P of the 1st attachment surface part 4 and the 2nd attachment surface part 5 of the corner metal fitting 14 will remove | deviate from the side surface of the pillar 2, and will be in the state which lost the resistance part at the time of the corner metal fitting 14 rotating. When the upward movement of the pillar 2 becomes large, as shown in FIG. 7, since the corner hardware 14 is rigid, the corner portion P starts to rotate around the tip of the second mounting surface portion 5 as a whole, and the corner portion P Moves in a gap between the pillar 2 and the base 3 caused by pulling out, and the corner metal piece 14 can no longer stop rotating. Eventually, the pillar 2 is pulled out from the base 3.

また、例えば、柱2と土台3の接合個所において、柱2の2つの側面に前記のような、コーナー金物1を使用するとき、第1取付け面部4から柱2に打ち込んだビスなどの固定具7が柱の内部で衝突することがある。これは2つの側面で同じコーナー金物1を利用しようとすると、固定具7の上下位置が同じになって、直交して固定具が打ち込まれる場合には必ず生じる。また、平行な側面から対向して固定具7が打ち込まれる場合でも、水平方向に固定具7の位置をずらす必要が生じる。固定具7を短くすれば解決できることもあるが、強度が不足することになる。
このため、少なくとも、固定具挿通孔の高さが異なる2種類の建築金物を準備しなければならず、コスト高となり、2種類の建築金物を使い分ける手間も煩雑である。
Further, for example, when using the corner hardware 1 as described above on the two side surfaces of the column 2 at the junction between the column 2 and the base 3, a fixture such as a screw driven into the column 2 from the first mounting surface 4 7 may collide inside the pillar. This will always occur when the same corner hardware 1 is used on the two side surfaces and the fixture 7 is placed in the same vertical position and the fixture is driven perpendicularly. In addition, even when the fixture 7 is driven in from opposite side surfaces, it is necessary to shift the position of the fixture 7 in the horizontal direction. Although the problem can be solved by shortening the fixing tool 7, the strength is insufficient.
For this reason, at least two types of construction hardware having different heights of the fixture insertion holes must be prepared, and the cost is high, and the trouble of using the two types of construction hardware is complicated.

特開2001−107457号公報JP 2001-107457 A

本発明が解決しようとする課題は、木造住宅における構造材どうしの接合個所を建築用補強金物を用いて補強する際に、特に建築金物が剛構造であっても、柱の引き抜きに対する耐力が高く、また、同じ建築金物を一方の構造材の2面(直交する2面あるいは平行な2面)に使用しても、固定のために使用する固定具どうしが柱の内部で衝突するのを防止できる建築金物の提供を課題とする。   The problem to be solved by the present invention is that, when reinforcing joints between structural members in a wooden house using a reinforcing metal fitting for construction, even if the construction hardware is a rigid structure, the strength against pulling out the pillar is high. Also, even if the same building hardware is used for two surfaces of one structural material (two orthogonal surfaces or two parallel surfaces), the fixtures used for fixing are prevented from colliding inside the column. The challenge is to provide construction hardware that can be used.

本発明の建築金物は、本体と、これとは別体の専用スペーサーとから成る。
本体は、互いに直交する方向に延びる第1取付け面部と第2取付け面部とを一体に有する。
第1取付け面部及び第2取付け面部にそれぞれ複数の固定具挿通孔を形成してある。
専用スペーサーは、第2取付け面部の裏面に重合して用いるものであり、専用スペーサーは厚みを有しており、その厚さにより、第2取付け面部と第1取り付け面部の角部Pをかさ上げするものとする。厚みの寸法は、地震などで柱に作用する引き抜きに対してどの程度まで対抗できるようにするかで設定される。
The construction hardware of the present invention includes a main body and a dedicated spacer separately from the main body.
The main body integrally includes a first attachment surface portion and a second attachment surface portion that extend in directions orthogonal to each other.
A plurality of fixture insertion holes are formed in each of the first mounting surface portion and the second mounting surface portion.
The dedicated spacer is used by being polymerized on the back surface of the second mounting surface portion. The dedicated spacer has a thickness, and the thickness P increases the corner P of the second mounting surface portion and the first mounting surface portion. It shall be. The dimension of the thickness is set according to how far it can resist the pulling that acts on the column due to an earthquake or the like.

一方、専用スペーサーの厚みは、第1取付け面部に形成した固定具挿通孔の直径以上で、これら固定具挿通孔間の第2取付け面部と直交する方向における距離以下の寸法とする。
専用スペーサーの機能を安定なものとするため、このスペーサ−の第1取付け面部と直交する方向における長さは、第2取付け面部の長さと等しいかこれよりも大とするのが望ましい。
On the other hand, the thickness of the dedicated spacer is not less than the diameter of the fixture insertion hole formed in the first attachment surface portion and not more than the distance in the direction perpendicular to the second attachment surface portion between these fixture insertion holes.
In order to stabilize the function of the dedicated spacer, it is desirable that the length of the spacer in the direction orthogonal to the first mounting surface portion is equal to or larger than the length of the second mounting surface portion.

なお、専用スペーサーの素材は金属の他、合成樹脂であっても良い。ただし、合成樹脂の場合は木材よりも硬いものとする。専用スペーサーには、第2取付け面部の固定具挿通孔と対応した位置に貫通孔を有するものとしても良いし、素材としてビスなどを直接ねじ込むことができるものであれば単なる板体であっても良い。
専用スペーサーとしては、固定具挿通孔を設けた座金タイプが好ましい。
The dedicated spacer material may be a synthetic resin in addition to a metal. However, in the case of synthetic resin, it is harder than wood. The dedicated spacer may have a through hole at a position corresponding to the fixture insertion hole of the second mounting surface portion, or may be a simple plate as long as it can be screwed directly into the material. good.
The dedicated spacer is preferably a washer type provided with a fixture insertion hole.

木造住宅において、2つの構造材を直交させ、接合部の入隅に建築金物の本体をあてがって、第1取付け面部を一方の構造材の側面に当接すると共に、第2取付け面部を他方の構造材の側面に当接し、第1取付け面部及び第2取付け面部の固定具挿通孔を通して、構造材に固定具を打ち込むことにより、二つの構造材を結合する。
一方の構造材に関して、二つの入隅に建築金物を取り付ける場合は、一方の本体に専用スペーサーを用いることとし、その第2取付け面部の裏面に専用スペーサーを重合する。すると、この本体の第1取付け面部に形成した固定具挿通孔と、他の金物本体の第1取付け面部に形成した固定具挿通孔とは、基端と直交する方向において、専用スペーサーの厚みだけ位置がずれるので、異なる側面から一方の構造材内へ進入させた固定具どうしが構造材の内部でぶつかることなく、建築金物を固定することができる。
In a wooden house, two structural members are orthogonally crossed, the main body of the construction hardware is placed at the corner of the joint, the first mounting surface is brought into contact with the side of one structural member, and the second mounting surface is connected to the other structure. The two structural materials are joined by abutting against the side surface of the material and driving the fixture into the structural material through the fixture insertion holes of the first mounting surface portion and the second mounting surface portion.
When building hardware is attached to two corners of one structural material, a dedicated spacer is used for one main body, and the dedicated spacer is polymerized on the back surface of the second mounting surface portion. Then, the fixture insertion hole formed in the first attachment surface portion of the main body and the fixture insertion hole formed in the first attachment surface portion of the other hardware main body are only the thickness of the dedicated spacer in the direction orthogonal to the base end. Since the positions are shifted, the construction hardware can be fixed without causing the fixtures that have entered the one structural material from different side surfaces to collide with each other inside the structural material.

専用スペーサーにより、建築金物における第1取付け面部と第2取付け面部の角部Pがかさ上げされると、柱に引き抜き力が作用したとき、柱の下縁がその位置に達するまで、建築金物の回転を阻止することができ、地震時に柱が土台から引き抜かれる作用に対する耐力が高くなる。なお、柱と土台を例にしているが、柱と梁の接合個所においても同様である。特に補強に用いる建築金物自体が変形しにくい剛性のものであるときに有効である。
また、本発明によれば、構造材の異なる2側面にそれぞれ建築金物を取り付ける場合であっても、専用スペーサーを用いることで、同じ建築金物を用いることができる。このため固定具挿通孔の位置が異なる2種類の建築金物を用意する必要がない。
When the corner P of the first mounting surface part and the second mounting surface part of the building hardware is raised by the dedicated spacer, when the pulling force is applied to the column, until the lower edge of the column reaches its position, Rotation can be prevented, and the resistance to the action of the column being pulled out from the base during an earthquake is increased. In addition, although the column and the base are taken as an example, the same applies to the junction between the column and the beam. This is particularly effective when the construction hardware itself used for reinforcement is hard to be deformed.
Moreover, according to this invention, even if it is a case where construction hardware is each attached to two different side surfaces of a structural material, the same construction hardware can be used by using a dedicated spacer. For this reason, it is not necessary to prepare two types of construction hardware with different positions of the fixture insertion holes.

以下、本発明の実施例を図面に基づいて詳細に説明する。
図8は第1の実施例を示し、この建築金物1(コーナー金物)は、本体15と、これとは別体の専用スペーサー16とからなる。
本体15は、1枚の強靱な金属帯板をプレス成形して、互いに直交する方向に延びる第1取付け面部4と第2取付け面部5及びこれらを両側で接続した側壁17,17とを一体に設けてある。第2取付け面部5は、両側の側壁17を折り曲げて形成され二重構造となっている。この構造はいわゆるボックス形と言われるもので外力によって変形しにくい剛構造の建築金物1である。第1取付け面部4と第2取付け面部5には所定数の固定具挿通孔6を形成してある。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
FIG. 8 shows a first embodiment, and the construction hardware 1 (corner hardware) is composed of a main body 15 and a dedicated spacer 16 separate from the main body 15.
The main body 15 is formed by press-molding a single strong metal strip and integrally integrating the first mounting surface portion 4 and the second mounting surface portion 5 extending in directions orthogonal to each other and the side walls 17 and 17 connecting these on both sides. It is provided. The second mounting surface portion 5 is formed by bending the side walls 17 on both sides and has a double structure. This structure is a so-called box shape, and is a rigid construction hardware 1 that is not easily deformed by an external force. A predetermined number of fixture insertion holes 6 are formed in the first mounting surface portion 4 and the second mounting surface portion 5.

専用スペーサー16は、この実施例において、平板な四角形の金属板より成り、第2取付け面部5とほぼ同幅であるとともに、第1取付け面部4と直交する方向における長さは第2取付け面部5よりやや長く形成してある。
専用スペーサー16には、第2取付け面部5の固定具挿通孔6と対応した位置に、これと同形の貫通孔18を設けてある。
専用スペーサー16は厚さを有する。その厚さによって、第1取付け面部4と第2取付け面部5の角部Pをかさ上げするためである。具体的には取付けのための固定具7が柱中で衝突するのを避ける目的(後述)もあって、前記の厚さを第1取付け面部4に形成した固定具挿通孔6の直径以上であって、且つ、固定具挿通孔6間の第2取付け面部5と直交する方向における距離以下の寸法としてある。
In this embodiment, the dedicated spacer 16 is made of a flat rectangular metal plate, has substantially the same width as the second mounting surface portion 5, and has a length in the direction orthogonal to the first mounting surface portion 4. It is formed slightly longer.
The dedicated spacer 16 is provided with a through-hole 18 having the same shape as that of the second attachment surface 5 at a position corresponding to the fixture insertion hole 6.
The dedicated spacer 16 has a thickness. This is because the corner portion P of the first mounting surface portion 4 and the second mounting surface portion 5 is raised depending on the thickness. Specifically, for the purpose of preventing the fixture 7 for attachment from colliding in the pillar (described later), the thickness is equal to or greater than the diameter of the fixture insertion hole 6 formed in the first attachment surface portion 4. And it is set as the dimension below the distance in the direction orthogonal to the 2nd attachment surface part 5 between the fixture insertion holes 6. FIG.

図9は、この建築金物1を柱2と土台3の接合個所に使用した例であり、本体15の第2取付け面部5と土台3の上面との間に前記の専用スペーサー16を利用して柱2と土台3に固定具7(ビス)で固定されている。
この構造であると、柱2に引き抜き力が作用して柱2が多少持ち上がっても(図6参照)、建築金物1の角部Pは、柱2の下縁がこの位置に達するまで柱2の側面から外れることがない。したがって、この間、建築金物1の本体15が回転を始めることがなく、柱2に対する引き抜き力に対して強力に対抗することができる。また、専用スペーサー16によって、第2取付け面部5の先端が土台3にめり込むことも防止できる。
この建築金物1を用いた接合個所の補強構造を採用することで耐震性の高い住宅を構築できる。
FIG. 9 is an example in which this building hardware 1 is used at a joint between the pillar 2 and the base 3, and the dedicated spacer 16 is used between the second mounting surface portion 5 of the main body 15 and the upper surface of the base 3. It is being fixed to the pillar 2 and the base 3 with the fixing tool 7 (screw).
With this structure, even if the pulling force acts on the pillar 2 and the pillar 2 is lifted up somewhat (see FIG. 6), the corner P of the construction hardware 1 remains until the lower edge of the pillar 2 reaches this position. It will not come off from the side. Therefore, during this time, the main body 15 of the construction hardware 1 does not start to rotate, and can strongly resist the pulling force against the pillar 2. In addition, the dedicated spacer 16 can prevent the tip of the second mounting surface portion 5 from sinking into the base 3.
By adopting the reinforcement structure of the joint portion using the building hardware 1, a highly earthquake-resistant house can be constructed.

図10は第2の実施例であり、建築金物1の構造が異なる。本体15と専用スペーサー16を備える。本体15は、一枚の金属板体をL字形に屈曲して第1取付け面部4と第2取付け面部5を形成し、これらの連結部を跨いで連続するように、表面側(内角側)へ隆起した補強リブ19を形成してある。
なお、図に示す例では、第1取付け面部4と第2取付け面部5との連結部を湾曲してあるが、直角に折り曲げて前記の角部Pとしても良い。
FIG. 10 shows a second embodiment in which the construction hardware 1 has a different structure. A main body 15 and a dedicated spacer 16 are provided. The main body 15 is formed by bending a single metal plate body into an L shape to form a first mounting surface portion 4 and a second mounting surface portion 5, and the surface side (inner corner side) so as to be continuous across these connecting portions. Reinforcing reinforcing ribs 19 are formed.
In the example shown in the figure, the connecting portion between the first mounting surface portion 4 and the second mounting surface portion 5 is curved, but the corner portion P may be bent at a right angle.

第1取付け面部4には、先端部の両側と、中間部の補強リブ19を挟んだ両側にそれぞれ固定具挿通孔6を穿設してある。第2取付け面部5にも、先端部の両側と、中間部の補強リブ19を挟んだ両側にそれぞれ固定具挿通孔6を穿設してある。
専用スペーサー16は、この実施例において、平板な四角形の金属板より成り、第2取付け面部5とほぼ同幅、同長であり、第2取付け面部5の固定具挿通孔6と対応した位置に、貫通孔18を有している。
また、専用スペーサー16の厚さは、第1取付け面部4に形成した固定具挿通孔6の直径以上であって、且つ、これら固定具挿通孔6間の第2取付け面部5と直交する方向における距離以下の寸法としてある。
The first attachment surface portion 4 is formed with fixing tool insertion holes 6 on both sides of the tip portion and on both sides of the reinforcing rib 19 at the intermediate portion. The second attachment surface 5 is also provided with fixing tool insertion holes 6 on both sides of the tip and on both sides of the intermediate reinforcing rib 19.
In this embodiment, the dedicated spacer 16 is made of a flat rectangular metal plate, is approximately the same width and length as the second mounting surface portion 5, and is located at a position corresponding to the fixture insertion hole 6 of the second mounting surface portion 5. The through-hole 18 is provided.
Further, the thickness of the dedicated spacer 16 is equal to or larger than the diameter of the fixture insertion hole 6 formed in the first attachment surface portion 4, and in a direction orthogonal to the second attachment surface portion 5 between these fixture insertion holes 6. The dimension is less than the distance.

図11及び図12は、直交するよう突き合わせた土台3,3’と、その交差部に起立した隅柱2との接合個所を二つの建築金物1,1を用いて補強した使用例を示す。土台3,3’は、アンカーボルト11によって基礎コンクリート10に固定されている。
一方の土台3と隅柱2との接合部入隅に建築金物の本体15を配置し、第1取付け面部4を隅柱2の側面に当接すると共に、第2取付け面部5を土台3の上面に重ね、第1取付け面部4に形成した固定具挿通孔6を通して隅柱2へビス等の固定具7をねじ込み、第2取付け面部5の固定具挿通孔6を通して土台3へ固定具7をねじ込んで、隅柱2と土台3とを接合してある。
FIGS. 11 and 12 show a use example in which the joint portion between the bases 3 and 3 ′ that are abutted so as to be orthogonal to each other and the corner pillar 2 that stands up at the intersecting portion is reinforced with two building hardware 1 and 1. The foundations 3 and 3 ′ are fixed to the foundation concrete 10 by anchor bolts 11.
A construction hardware main body 15 is arranged at the corner of the joint portion between the base 3 and the corner pillar 2, the first attachment surface portion 4 is brought into contact with the side surface of the corner pillar 2, and the second attachment surface portion 5 is placed on the upper surface of the foundation 3. The fixing tool 7 such as a screw is screwed into the corner post 2 through the fixing tool insertion hole 6 formed in the first mounting surface portion 4, and the fixing tool 7 is screwed into the base 3 through the fixing tool insertion hole 6 of the second mounting surface portion 5. Thus, the corner pillar 2 and the base 3 are joined.

他方の土台3’の上面に、隅柱2の側面へ接するように専用スペーサー16を載置し、専用スペーサー16の上に別の建築金物1における本体15の第2取付け面部5を重合する。専用スペーサー16の貫通孔18と第2取付け面部5の固定具挿通孔6とを一致させ、固定具挿通孔6及び貫通孔18を通して土台3’へ固定具7をねじ込む。第1取付け面部4は隅柱2の他の側面へ直接にあてがって固定具7で隅柱2に取付ける。
他方の建築金物における本体15は、第2取付け面部5の裏面に専用スペーサー16を重合してあるので、第1取付け面部4の高さが、前記一方の土台3上に設置した本体15の第1取付け面部4よりも専用スペーサー16の厚み分高くなる。即ち、この本体15の第1取付け面部4に形成した固定具挿通孔6は、土台3上に設置した本体15の固定具挿通孔6よりも、専用スペーサー16の厚み分高い位置に配置される。
A dedicated spacer 16 is placed on the upper surface of the other base 3 ′ so as to be in contact with the side surface of the corner column 2, and the second mounting surface portion 5 of the main body 15 in another building hardware 1 is superposed on the dedicated spacer 16. The through hole 18 of the dedicated spacer 16 and the fixing tool insertion hole 6 of the second mounting surface portion 5 are matched, and the fixing tool 7 is screwed into the base 3 ′ through the fixing tool insertion hole 6 and the through hole 18. The first attachment surface portion 4 is directly applied to the other side surface of the corner post 2 and attached to the corner post 2 with the fixture 7.
Since the main body 15 in the other construction hardware has a dedicated spacer 16 superposed on the back surface of the second mounting surface portion 5, the height of the first mounting surface portion 4 is the first of the main body 15 installed on the one base 3. 1 The height of the dedicated spacer 16 is higher than that of the mounting surface portion 4. That is, the fixture insertion hole 6 formed in the first mounting surface portion 4 of the main body 15 is disposed at a position higher by the thickness of the dedicated spacer 16 than the fixture insertion hole 6 of the main body 15 installed on the base 3. .

専用スペーサー16の厚みは固定具挿通孔6の直径以上で、上下に位置する固定具挿通孔6間の距離以下なので、土台3’上に配置した本体15と土台3上に配置した本体15とでは、固定具挿通孔6が上下方向に完全にずれて位置する。
従って、一方の本体15の固定具挿通孔6を通して隅柱2へ固定具7をねじ込んでも、これに交差するよう隅柱2へねじ込んだ他方の固定具7とぶつかることはない。
なお、本体15の第2取付け面部5を専用スペーサー16の上に載置すると、前記のように、本体15の変形による第2取付け面部5端部のめりこみを防ぐことができて有用である。
Since the thickness of the dedicated spacer 16 is not less than the diameter of the fixture insertion hole 6 and not more than the distance between the fixture insertion holes 6 positioned above and below, the main body 15 arranged on the base 3 ′ and the main body 15 arranged on the base 3 Then, the fixture insertion hole 6 is positioned completely displaced in the vertical direction.
Therefore, even if the fixture 7 is screwed into the corner post 2 through the fixture insertion hole 6 of one main body 15, it does not collide with the other fixture 7 screwed into the corner post 2 so as to cross this.
If the second mounting surface portion 5 of the main body 15 is placed on the dedicated spacer 16, it is useful because the end of the second mounting surface portion 5 due to deformation of the main body 15 can be prevented as described above.

図13は、中柱2の両側に実施例2の建築金物1を利用したもので、一方の金物は本体15だけとし、他方の金物を専用スペーサー16を有する建築金物1としている。
専用スペーサー16を用いることによって、対向した平行な面から打ち込まれるビスなどの固定具7が中柱2の内部で衝突するのを防止することができる。なお、固定具7が対抗した平行な面から打ち込まれる場合は、金物の位置を水平方向でずらすことによっても中柱2の内部で固定具7どうしが衝突するのを防止することができる。
使用例としては、さらに、柱と梁、或いは直交する梁どうしを接合するのにも用いることができる。
FIG. 13 uses the building hardware 1 of Example 2 on both sides of the middle pillar 2, where one hardware is only the main body 15 and the other hardware is the building hardware 1 having the dedicated spacer 16.
By using the dedicated spacer 16, it is possible to prevent the fixture 7 such as a screw that is driven from parallel surfaces facing each other from colliding inside the middle pillar 2. In addition, when the fixing tool 7 is driven from the opposed parallel surface, it is possible to prevent the fixing tools 7 from colliding with each other inside the middle column 2 by shifting the position of the hardware in the horizontal direction.
As an example of use, it can also be used to join columns and beams or orthogonal beams.

図14,15は、第3の実施例であり、建築金物1の本体15がボックス形で筋かい固定金具を兼ねている場合である。この場合、ボックス形の柱側取付け面が第1取付け面部4であり、土台への取付け面が第2の取付け面部5である。また、専用スペーサー16は硬質の合成樹脂(塩化ビニルなど)で工具を用いればビスを通すことができる。このため、この場合の専用スペーサー16には、前記第2取付け面部5に形成した固定具挿通孔6と対応した貫通孔18は形成されていない。なお、図のような構造で筋かい20を固定する場合、両側の筋かい固定金具の位置を水平方向で調整できないのが普通である。   14 and 15 show a third embodiment, in which the main body 15 of the construction hardware 1 is box-shaped and also serves as a brace fixing bracket. In this case, the box-shaped column side mounting surface is the first mounting surface portion 4, and the mounting surface to the base is the second mounting surface portion 5. The dedicated spacer 16 is a hard synthetic resin (vinyl chloride or the like), and can be threaded if a tool is used. For this reason, the dedicated spacer 16 in this case is not formed with the through hole 18 corresponding to the fixture insertion hole 6 formed in the second mounting surface portion 5. When the brace 20 is fixed with the structure shown in the figure, it is normal that the positions of the brace fixing brackets on both sides cannot be adjusted in the horizontal direction.

このため、この建築金物を図15のように中柱2とその両側の土台3及び筋かい20と共に固定するときは、一方の建築金物の本体15に専用スペーサー16を用いる。これにより、中柱2の内部で両側から打ち込まれたビスなどが衝突しないようにすることができる。したがって、中柱2の左右で同じ建築金物を利用することができる。また、専用スペーサー16に貫通孔18が形成されていないから、この専用スペーサー16は、同じ形ではあるが固定具挿通孔6の位置が異なるものに共通で使用できる利点がある。   For this reason, when this construction hardware is fixed together with the middle pillar 2, the base 3 and the brace 20 on both sides thereof as shown in FIG. 15, the dedicated spacer 16 is used for the main body 15 of one construction hardware. Thereby, the screw etc. which were driven in from the both sides inside the middle pillar 2 can be prevented from colliding. Therefore, the same construction hardware can be used on the left and right of the middle pillar 2. Further, since the through hole 18 is not formed in the dedicated spacer 16, the dedicated spacer 16 has an advantage that it can be used in common for the same shape but different positions of the fixture insertion holes 6.

以上実施例を説明したが、本件発明は、垂直片と水平片を主体としたいわゆるコーナー金物ばかりでなく、互いに直交する方向に延びる第1取付け面部と第2取付け面部とを有する建築金物一般に適用できるものである。   Although the embodiment has been described above, the present invention is applicable not only to so-called corner hardware mainly composed of vertical pieces and horizontal pieces, but also to general construction hardware having a first mounting surface portion and a second mounting surface portion extending in directions orthogonal to each other. It can be done.

従来例1を説明するための側面図Side view for explaining Conventional Example 1 図1において引き抜き力が作用したときの側面図Side view when pulling force is applied in FIG. 従来例2を説明するための側面図Side view for explaining the conventional example 2 図3において引き抜き力が作用したときの側面図Side view when the pulling force is applied in FIG. (イ)建築金物における本体の斜視図、(ロ)接合個所に上記本体を使用した側面図(B) Perspective view of the main body in construction hardware, (b) Side view using the main body at the junction 図5(ロ)において引き抜き力が作用した状態の側面図FIG. 5B is a side view showing a state in which a pulling force is applied. 図6において、さらに大きな引き抜き力が作用した状態の側面図FIG. 6 is a side view showing a state in which a larger pulling force is applied. 第1の実施例を示す斜視図A perspective view showing a first embodiment 第1の実施例を使用した状態の側面図Side view of the state using the first embodiment 第2の実施例を示す斜視図Perspective view showing the second embodiment 第2の実施例を使用した状態の斜視図The perspective view of the state which uses a 2nd Example 第2の実施例を使用した状態の側面図Side view of the state using the second embodiment 第2の実施例を使用した他の状態の側面図Side view of another state using the second embodiment 第3の実施例を示す斜視図A perspective view showing a third embodiment. 第3の実施例を使用した状態を示す側面図Side view showing a state in which the third embodiment is used

符号の説明Explanation of symbols

1 コーナー金物
2 柱
3 土台
4 第1取付け面部
5 第2取付け面部
6 固定具挿通孔
7 固定具(ビス)
8 ホールダウン金物
9 係合金物
10 基礎コンクリート
11 アンカーボルト
12 ナット
13 下縁
14 コーナー金物
15 本体
16 専用スペーサー
17 側壁
18 貫通孔
19 補強リブ
20 筋かい
DESCRIPTION OF SYMBOLS 1 Corner hardware 2 Pillar 3 Base 4 1st attachment surface part 5 2nd attachment surface part 6 Fixture insertion hole 7 Fixture (screw)
8 Hole-down hardware 9 Engaging hardware 10 Foundation concrete 11 Anchor bolt 12 Nut 13 Lower edge 14 Corner hardware 15 Main body 16 Dedicated spacer 17 Side wall 18 Through hole 19 Reinforcing rib 20 Brace

Claims (4)

木造住宅において直交する構造材の接合個所を補強する金物であって、互いに直交する方向に延びる第1取付け面部と第2取付け面部とを有し、第1取付け面部及び第2取付け面部にそれぞれ複数の固定具挿通孔を形成した本体と、本体と別体で第2取付け面部の裏面に重合し、第2取付け面部と第1取り付け面部の角部をかさ上げする専用スペーサーとからなることを特徴とした建築金物。   A hardware that reinforces joints of orthogonal structural members in a wooden house, and has a first attachment surface portion and a second attachment surface portion that extend in directions orthogonal to each other, and each includes a plurality of first attachment surface portions and second attachment surface portions. And a dedicated spacer for raising the corners of the second mounting surface portion and the first mounting surface portion by overlapping the back surface of the second mounting surface portion separately from the main body. Architectural hardware. 専用スペーサーの厚みを、前記第1取付け面部に形成した固定具挿通孔の直径以上で、該固定具挿通孔間の第2取付け面部と直交する方向における距離以下の寸法としたことを特徴とする請求項1に記載の建築金物。   The thickness of the dedicated spacer is equal to or larger than the diameter of the fixture insertion hole formed in the first attachment surface portion and is not more than the distance in the direction perpendicular to the second attachment surface portion between the fixture insertion holes. The construction hardware according to claim 1. 専用スペーサーの第1取付け面部と直交する方向における長さを、第2取付け面部の長さと等しいかこれよりも大としたことを特徴とする請求項1または2に記載の建築金物。   The construction hardware according to claim 1 or 2, wherein the length of the dedicated spacer in the direction orthogonal to the first mounting surface portion is equal to or larger than the length of the second mounting surface portion. 専用スペーサーが、第2取付け面部の固定具挿通孔と対応した貫通孔を有する座金であることを特徴とした請求項1〜3のいずれか1つに記載の建築金物。
The construction hardware according to any one of claims 1 to 3, wherein the dedicated spacer is a washer having a through hole corresponding to the fixture insertion hole of the second mounting surface portion.
JP2004320084A 2004-11-04 2004-11-04 Building hardware Pending JP2006132120A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004320084A JP2006132120A (en) 2004-11-04 2004-11-04 Building hardware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004320084A JP2006132120A (en) 2004-11-04 2004-11-04 Building hardware

Publications (1)

Publication Number Publication Date
JP2006132120A true JP2006132120A (en) 2006-05-25

Family

ID=36725918

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004320084A Pending JP2006132120A (en) 2004-11-04 2004-11-04 Building hardware

Country Status (1)

Country Link
JP (1) JP2006132120A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105345507A (en) * 2015-12-16 2016-02-24 苏州市皓东金属压延五金厂 End fixing block

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10266349A (en) * 1997-03-28 1998-10-06 Nippon Steel Corp Bolt position free holddown metal fixture
JP2001207541A (en) * 2000-01-31 2001-08-03 Atsumi Osaki Member with rib for connection and reinforcement for building structural member
JP2002081133A (en) * 2000-09-07 2002-03-22 Just One:Kk Bearing wall construction in wooden framework

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10266349A (en) * 1997-03-28 1998-10-06 Nippon Steel Corp Bolt position free holddown metal fixture
JP2001207541A (en) * 2000-01-31 2001-08-03 Atsumi Osaki Member with rib for connection and reinforcement for building structural member
JP2002081133A (en) * 2000-09-07 2002-03-22 Just One:Kk Bearing wall construction in wooden framework

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105345507A (en) * 2015-12-16 2016-02-24 苏州市皓东金属压延五金厂 End fixing block

Similar Documents

Publication Publication Date Title
JP2006348543A (en) Reinforcing structure and reinforcing metal fitting of existing building
JP5203101B2 (en) Wooden bracing corner mounting structure
JP2019196634A (en) Reinforcement member for wooden frame
JP2824045B2 (en) Exterior wall panel mounting structure
JP3108606U (en) Architectural hardware
JP5172607B2 (en) Joint structure of flat column and beam
JP5702345B2 (en) Connecting wood fittings for construction
JP2006132120A (en) Building hardware
JP5929650B2 (en) Earthquake-resistant partition panel
JP7270900B2 (en) Merit prevention anchor hardware
JP2007303105A (en) Aseismatic reinforcing structure
JP2009030321A (en) Portal frame by connection of composite beam and wooden pillar
JP5190904B1 (en) Seismic reinforcement structure for wooden houses
JP6869789B2 (en) Exterior wall repair structure
JP5142575B2 (en) Seismic reinforcement method for wooden buildings and wooden buildings
JP2010077645A (en) Joint structure in wooden building
JP4355626B2 (en) Corner post fixing member and corner post fixing structure using the same
JP2006089991A (en) Bearing wall
JP4791249B2 (en) True wall reinforcement method and reinforcement structure of existing houses
JP7298158B2 (en) Lower end structure of bearing wall
JP6993639B2 (en) Reinforcement structure and reinforcement method for concrete structures, reinforcement reinforcement runner for both structure connection
JP5015110B2 (en) Withdrawal hardware
JP4455069B2 (en) Shaft assembly joining equipment
JP3126638U (en) Connecting bracket for wooden houses
JP6886788B2 (en) Seismic ceiling structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Effective date: 20071019

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100426

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100713

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20101109