JP3513482B2 - Joint fitting - Google Patents
Joint fittingInfo
- Publication number
- JP3513482B2 JP3513482B2 JP2000359899A JP2000359899A JP3513482B2 JP 3513482 B2 JP3513482 B2 JP 3513482B2 JP 2000359899 A JP2000359899 A JP 2000359899A JP 2000359899 A JP2000359899 A JP 2000359899A JP 3513482 B2 JP3513482 B2 JP 3513482B2
- Authority
- JP
- Japan
- Prior art keywords
- fitting
- joining
- base
- metal fitting
- auxiliary
- 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.)
- Expired - Lifetime
Links
- 239000002184 metal Substances 0.000 claims description 52
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- 238000010276 construction Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 230000000149 penetrating effect Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000004567 concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、土台と基礎とを強
固に接合することのできる接合金具に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal fitting which can firmly bond a base and a foundation.
【0002】[0002]
【発明が解決しようとする課題】木造家屋は、鉄筋コン
クリート製の家屋に比べ建築コストが安いだけでなく、
木の温もりが居住者に心の安らぎを与えるため、多くの
人に好まれ広く利用されている。但し、強度的にはコン
クリート製の家屋より劣るので、特に、地震などの対策
が強く望まれるところである。[Problems to be Solved by the Invention] Not only is the construction cost of a wooden house lower than that of a reinforced concrete house,
The warmth of wood gives the residents a peace of mind and is preferred and widely used by many people. However, it is inferior to concrete houses in terms of strength, so measures against earthquakes, etc. are strongly desired.
【0003】ここで、耐震強度を高めるべく、特別な補
強具を用いたり複雑な構造を採用することも考えられる
が、これでは建築コストの増加を招いてしまい、対策と
して必ずしも適切ではない。Here, in order to increase the seismic resistance, it may be possible to use a special reinforcing tool or to adopt a complicated structure, but this causes an increase in construction cost and is not necessarily appropriate as a countermeasure.
【0004】本発明は、かかる問題点に鑑みてなされた
ものであって、低コストで製造できるだけでなく、建築
作業にも余分の負担をかけることなく耐震強度を高める
ことのできる接合金具を提供することを課題とする。The present invention has been made in view of the above problems, and provides a metal fitting which can be manufactured at a low cost and which can increase the seismic resistance without imposing an extra burden on the construction work. The task is to do.
【0005】[0005]
【課題を解決するための手段】上記の課題を解決するた
め、本発明は、接合強度が要求される場合には、補助金
具と組合せて使用する接合金具であって、垂直方向に立
設される第1部と、前記第1部の一方側又は両側に連設
される第2部とを備え、前記第2部には、使用時に前記
補助金具を受け入れる係合部が設けられ、前記補助金具
には、基礎から突出しているボルト部材を挿通させる挿
通口が設けられ、土台に形成した切り込み溝に接合金具
の一部を収容した状態で、前記挿通口にボルト部材を挿
通させて前記補助金具を前記係合部に配置し、ナット部
材を締めることによって、土台と基礎とを一体化するよ
うにしている。そのため、各金具の構造が単純であり、
工事も簡単であるにも係わらず、家屋の耐震強度を格段
に高めることができる。In order to solve the above-mentioned problems, the present invention is a joining fitting used in combination with an auxiliary fitting when joining strength is required, and is erected vertically. that a first portion, a second portion provided so as to be connected to one or both sides of the first part, the second part, the in use
An engaging portion for receiving the auxiliary metal fitting is provided, the auxiliary metal fitting is provided with an insertion opening for inserting the bolt member protruding from the foundation, and a part of the joining metal fitting is accommodated in a notch groove formed in the base. The base member and the foundation are integrated by inserting a bolt member into the insertion port, disposing the auxiliary metal fitting in the engaging portion, and tightening the nut member. Therefore, the structure of each metal fitting is simple,
Despite the ease of construction, the earthquake resistance of the house can be significantly increased.
【0006】本発明の好ましい実施態様では、土台に形
成した切り込み溝に、接合金具の第2部のみを収容し、
この状態で補助金具を係合部に配置し、ナット部材を締
めることによって土台と基礎とを一体化する。この場合
には、切り込み溝を設けた柱を第1部の上から落とし込
み、基礎の面に当接させた後、ピン部材などによって接
合金具と柱とを固定することになる。In a preferred embodiment of the present invention, a notch groove formed in the base accommodates only the second portion of the joint fitting,
In this state, the auxiliary metal fitting is arranged at the engaging portion and the nut member is tightened to integrate the base and the foundation. In this case, the pillar provided with the cut groove is dropped from the top of the first portion and brought into contact with the surface of the foundation, and then the joining fitting and the pillar are fixed by a pin member or the like.
【0007】また、本発明の別の好ましい実施態様で
は、土台に形成した切り込み溝に、接合金具の第2部及
び第1部の下部を収容し、この状態で補助金具を係合部
に配置し、ナット部材を締めることによって土台と基礎
とを一体化する。この場合には、切り込み溝を設けた柱
を第1部の上から落とし込み、土台の上面に当接させた
後、ピン部材などによって接合金具と柱とを固定するこ
とになる。[0007] In another preferred embodiment of the present invention, the lower part of the second part and the first part of the joining metal fitting is accommodated in the notch groove formed in the base, and the auxiliary metal fitting is arranged in the engaging portion in this state. Then, the base and the foundation are integrated by tightening the nut member. In this case, the pillar provided with the cut groove is dropped from above the first portion and brought into contact with the upper surface of the base, and then the joining member and the pillar are fixed by a pin member or the like.
【0008】何れにしても本発明では特別な作業を伴わ
ないので建築作業に煩雑さは生じない。特に、第1部の
上部には滑らかに略V字状に開口したスライド部が形成
されている実施態様では、柱を位置決めする作業が容易
である。なお、本体部とL字状の屈曲部とが連設されて
形成され、前記補助金具を受入れる係合部を備えた接合
金具を用いると、複数の土台を一体的に固定することが
できる。In any case, the present invention does not involve any special work, so that the construction work is not complicated. Particularly, in the embodiment in which the slide portion that smoothly opens in a substantially V shape is formed on the upper portion of the first portion, the work of positioning the column is easy. It is to be noted that a plurality of bases can be integrally fixed by using a joining metal fitting that is formed by connecting the main body portion and the L-shaped bent portion in a row and that has an engaging portion that receives the auxiliary metal fitting.
【0009】[0009]
【発明の実施の態様】以下、実施例に基づいて、この発
明を更に詳細に説明する。なお、以下の説明では具体的
な数値まで特定するが、例示するに過ぎず、何ら本発明
を限定する趣旨ではない。BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in more detail based on the following examples. In the following description, specific numerical values are specified, but they are merely examples and are not intended to limit the present invention.
【0010】図1は、第1実施例に係る接合金具1Aと
補助金具2とを図示した正面図である。接合金具1A
は、垂直方向に立設される本体部3と、本体部3に連設
される水平部4とからなる略L字状の板材であり、スラ
イド部5,6と、係合部7と、合計10個の取付穴8a
1〜8a4,8b1〜8b4,8c1,8c2とで構成
されている。FIG. 1 is a front view showing a joining fitting 1A and an auxiliary fitting 2 according to the first embodiment. Joining metal fitting 1A
Is a substantially L-shaped plate member composed of a main body portion 3 standing upright in the vertical direction and a horizontal portion 4 continuous with the main body portion 3, and includes slide portions 5 and 6, an engaging portion 7, 10 mounting holes in total
1 to 8a4, 8b1 to 8b4, 8c1 and 8c2.
【0011】本体部3は、高さ225mm横幅102m
m程度の縦長矩形状であり、その上辺中央には、滑らか
に略V字状に広がったスライド部5が形成されている。
スライド部5の開放端は、円弧状に形成されており、こ
の接合金具1Aを柱に固定する際には、柱に貫通させた
ピン部材は、図の右側又は左側からスライド部5の底部
に滑り落ちて位置決めされる。The main body 3 has a height of 225 mm and a width of 102 m.
It has a vertically long rectangular shape of about m, and at the center of its upper side, a slide portion 5 that smoothly spreads in a substantially V shape is formed.
The open end of the slide part 5 is formed in an arc shape, and when fixing the joining metal fitting 1A to the pillar, the pin member penetrating the pillar is attached to the bottom of the slide part 5 from the right side or the left side in the figure. It is slid down and positioned.
【0012】スライド部5の下部には、直径12.5m
mの4個の取付穴8a1〜8a4が形成されている。こ
れらの取付穴は、スライド部5の底部を通過する垂線を
基準にして左右対象に配置されているが、取付穴8a1
と取付穴8a2、及び取付穴8a3と取付穴8a4は、
同一垂線上に位置しないよう配置されている。したがっ
て、スライド部5の底部や各取付穴8a1〜8a4にボ
ルトやピンを挿通しても、柱の長さ方向に取付穴が揃う
ことがなく、地震などの場合にも柱にひびや割れが生じ
にくい。At the lower part of the slide portion 5, a diameter of 12.5 m
Four mounting holes 8a1 to 8a4 of m are formed. These mounting holes are arranged symmetrically with respect to a vertical line passing through the bottom of the slide portion 5, but the mounting holes 8a1
And mounting hole 8a2, and mounting hole 8a3 and mounting hole 8a4
They are arranged so that they are not located on the same vertical line. Therefore, even if a bolt or a pin is inserted through the bottom portion of the slide portion 5 or each of the mounting holes 8a1 to 8a4, the mounting holes are not aligned in the length direction of the column, and the column is not cracked or cracked in the event of an earthquake. Unlikely to occur.
【0013】本体部3の下部には、直径12.5mmの
4個の取付穴8b1〜8b4が、スライド部5の底部を
通過する垂線を基準にして左右不対象に形成されてい
る。すなわち、下辺から73mm及び43mmの位置に
は、取付穴8b1及び取付穴8b2が形成され、下辺か
ら58mm及び28mmの位置には、取付穴8b3及び
取付穴8b4が形成されている。また、水平部4には、
直径12.5mmの2個の取付穴8c1,8c2が、下
辺から50mm及び20mmの位置に形成されている。Four mounting holes 8b1 to 8b4 having a diameter of 12.5 mm are formed in the lower portion of the main body portion 3 so as to be asymmetrical with respect to a vertical line passing through the bottom portion of the slide portion 5. That is, the mounting holes 8b1 and 8b2 are formed at positions 73 mm and 43 mm from the lower side, and the mounting holes 8b3 and 8b4 are formed at positions 58 mm and 28 mm from the lower side. Also, in the horizontal portion 4,
Two mounting holes 8c1 and 8c2 having a diameter of 12.5 mm are formed at positions of 50 mm and 20 mm from the lower side.
【0014】このように、取付穴8b1〜8b4及び取
付穴8c1,8c2は、同一水平線上に位置しないよう
配置されているので、各取付穴8b,8cにボルトやピ
ンを挿通しても、土台の長さ方向に取付穴が揃うことが
なく、地震などの場合にも土台にひびや割れが生じにく
い。As described above, since the mounting holes 8b1-8b4 and the mounting holes 8c1, 8c2 are arranged so as not to be located on the same horizontal line, even if bolts or pins are inserted into the respective mounting holes 8b, 8c, the base Since the mounting holes are not aligned in the length direction of the, the base is not easily cracked or cracked in the event of an earthquake.
【0015】取付穴8c2の垂直上方には、滑らかな略
「レ」状に開口したスライド部6が形成されている。ス
ライド部6は、その開放端が円弧状に形成されており、
例えば、土台と接合金具1Aとを固定するような場合に
は、土台に貫通させたピン部材を、図の右側からスライ
ド部6の底部に滑り落とすことも可能となる。また、係
合部7は、長さ40mm深さ15mmの矩形溝であり、
使用時には補助金具2を受入れることになる。A slide portion 6 having a smooth and substantially rectangular shape is formed vertically above the mounting hole 8c2. The slide portion 6 has an open end formed in an arc shape,
For example, when fixing the base and the joining metal fitting 1A, the pin member penetrating the base can be slid down from the right side of the drawing to the bottom of the slide portion 6. Further, the engaging portion 7 is a rectangular groove having a length of 40 mm and a depth of 15 mm,
When used, the auxiliary metal fitting 2 will be received.
【0016】その補助金具2は、図1(b)に示す通
り、幅32mm長さ84mmの矩形板材の両端を円弧状
に形成して構成されている。そして、その幅方向の中央
には、直径12.5mmのアンカー挿通穴9が2つ形成
されている。As shown in FIG. 1 (b), the auxiliary metal fitting 2 is formed by forming a rectangular plate member having a width of 32 mm and a length of 84 mm in an arc shape at both ends. Two anchor insertion holes 9 having a diameter of 12.5 mm are formed in the center in the width direction.
【0017】図2は、第1実施例に係る接合金具1Aの
変形例1A’を図示した正面図である。この接合金具1
A’では、水平部4を小さく形成し、取付穴8cとスラ
イド部6とを省略すると共に、係合部7の位置を本体部
3の位置まで進入させている。すなわち、接合金具1
A’では、本体部3に形成された凹部が係合部7の一部
となっている。FIG. 2 is a front view showing a modified example 1A 'of the joining fitting 1A according to the first embodiment. This fitting 1
In A ′, the horizontal portion 4 is formed small, the mounting hole 8c and the slide portion 6 are omitted, and the position of the engaging portion 7 is advanced to the position of the main body portion 3. That is, the fitting 1
In A ′, the recess formed in the main body 3 is a part of the engaging portion 7.
【0018】図3は、第2実施例に係る接合金具1Bと
補助金具2とを図示した正面図である。接合金具1B
は、本体部10と連設部11とからなる略矩形状の板材
であり、スライド部12,13と、係合部14と、合計
8個の取付穴15a1,15a2,15b1〜15b
4,15c1,15c2とで構成されている。FIG. 3 is a front view showing the joining fitting 1B and the auxiliary fitting 2 according to the second embodiment. Joining metal fitting 1B
Is a substantially rectangular plate member including a main body portion 10 and a continuous portion 11, and has slide portions 12 and 13, an engaging portion 14, and a total of eight mounting holes 15a1, 15a2, 15b1 to 15b.
4, 15c1 and 15c2.
【0019】本体部10は、高さ124mm横幅100
mm程度の矩形状であり、その上辺中央には、滑らかな
略V字状に広がったスライド部12が形成されている。
スライド部12は、その開放端が円弧状に形成されてお
り、接合金具1Bを柱に固定する際には、柱に貫通させ
たピン部材は、図の右側又は左側からスライド部12の
底部に滑り落ちて位置決めされる。The main body 10 has a height of 124 mm and a width of 100.
It has a rectangular shape of about mm, and a smooth slide portion 12 spreading in a substantially V shape is formed at the center of its upper side.
The slide part 12 has an open end formed in an arc shape, and when fixing the joint fitting 1B to the pillar, the pin member penetrating the pillar is attached to the bottom of the slide part 12 from the right side or the left side in the drawing. It is slid down and positioned.
【0020】スライド部12に近接して、直径12.5
mmの4個の取付穴15a1,15a2が形成されてい
る。この取付穴15a1,15a2は、スライド部12
の底部を通過する垂線を基準にすると、左右対象の位置
に形成されている。一方、本体部10の下部には、直径
12.5mmの4個の取付穴15b1〜15b4が、前
記垂線を基準にすると、左右非対象に形成されている。
すなわち、下辺から73mm及び43mmの位置には、
取付穴15b1及び取付穴15b2が形成され、下辺か
ら58mm及び28mmの位置には、取付穴15b3及
び取付穴15b4が形成されている。A diameter of 12.5 is provided close to the slide portion 12.
Four mm mounting holes 15a1 and 15a2 are formed. The mounting holes 15a1 and 15a2 are used for the slide portion 12
Based on the vertical line passing through the bottom of the, the left and right are formed in symmetrical positions. On the other hand, four mounting holes 15b1 to 15b4 having a diameter of 12.5 mm are formed in the lower portion of the main body portion 10 so as to be asymmetrical with respect to the perpendicular line.
That is, at positions 73 mm and 43 mm from the lower side,
Mounting holes 15b1 and 15b2 are formed, and mounting holes 15b3 and 15b4 are formed at positions 58 mm and 28 mm from the lower side.
【0021】以上のように、取付穴15b1〜15b4
は、全て同一垂線上に位置することがなく、且つ、取付
穴15a1〜15a2とも不揃いになっている。つま
り、スライド部12の底部、取付穴15a1,15a
2、取付穴15b1〜15b4が、全て垂直線上の揃う
ことがないので、地震などの場合にも柱にひびや割れが
生じにくい。As described above, the mounting holes 15b1 to 15b4
Are not located on the same vertical line, and are not aligned with the mounting holes 15a1 to 15a2. That is, the bottom of the slide portion 12 and the mounting holes 15a1 and 15a
2. Since all the mounting holes 15b1 to 15b4 are not aligned on the vertical line, cracks or cracks are unlikely to occur in the pillar even in the event of an earthquake.
【0022】連設部11には、直径12.5mmの2個
の取付穴15c1,15c2が、下辺から50mm及び
20mmの位置に形成されている。また、取付穴15c
2の垂直上方には、滑らかな略「レ」状に開口したスラ
イド部13が形成されている。スライド部13は、その
開放端が円弧状に形成されており、例えば、土台と接合
金具1Bとを固定するような場合には、土台に貫通させ
たピン部材を、図の右側からスライド部11の底部に滑
り落とすことも可能となる。また、係合部14は、長さ
40mm深さ15mmの矩形溝であり、使用時には補助
金具2を受入れることになる。In the continuous portion 11, two mounting holes 15c1 and 15c2 having a diameter of 12.5 mm are formed at positions of 50 mm and 20 mm from the lower side. Also, the mounting hole 15c
A slide portion 13 that is opened in a smooth and substantially rectangular shape is formed vertically above 2. The slide portion 13 has an open end formed in an arc shape. For example, when fixing the base and the joining metal fitting 1B, a pin member penetrating the base is slid from the right side in the drawing. It is also possible to slide it down to the bottom. Further, the engaging portion 14 is a rectangular groove having a length of 40 mm and a depth of 15 mm, and will receive the auxiliary metal fitting 2 at the time of use.
【0023】図4は、第3実施例に係る接合金具1Cと
補助金具2とを図示した正面図である。接合金具1C
は、本体部16とL字状の屈曲部17とが連設されて形
成されている。また、接合金具1Cには、スライド部1
8,19と、係合部20,21と、合計3個の取付穴2
2a1,22a2,22bが設けられている。FIG. 4 is a front view showing the joining fitting 1C and the auxiliary fitting 2 according to the third embodiment. Joining metal fitting 1C
Is formed by connecting a body portion 16 and an L-shaped bent portion 17 in series. In addition, the slide 1
8 and 19, engaging portions 20 and 21, and a total of three mounting holes 2
2a1, 22a2, 22b are provided.
【0024】屈曲部17は、立ち上がり高さ36.5m
mの取付部23と、連絡部24とで構成されている。本
体部16は、連絡部24より9.4mm高い位置の上辺
と、連絡部より24.7mm低い位置の下辺とを備えた
略矩形状であり、本体部16の右側には、滑らかな略
「レ」状に広がったスライド部18,19が形成されて
いる。スライド部18,19の開放端は円弧状に形成さ
れており、例えば、接合金具1Cを土台などに固定する
ような場合には、土台に貫通させたピン部材は、図の右
側からスライド部18の底部に滑り落とすことができ
る。The bent portion 17 has a rising height of 36.5 m.
It is composed of a mounting part 23 of m and a connecting part 24. The main body 16 has a substantially rectangular shape having an upper side at a position 9.4 mm higher than the connecting part 24 and a lower side at a position 24.7 mm lower than the connecting part 24. The slide portions 18 and 19 are formed so as to spread in a "" shape. The open ends of the slide portions 18 and 19 are formed in an arc shape. For example, when fixing the joining metal fitting 1C to a base or the like, the pin member penetrating the base is the slide portion 18 from the right side of the drawing. Can be slid down to the bottom of.
【0025】係合部20,21は、長さ40mm深さ1
5mmの矩形溝であり、使用時には、少なくとも何れか
一方に、補助金具2を受入れることになる。なお、この
係合金具1Cは、連絡部24から上辺までの距離と下辺
までの距離を異ならせており、上下反転させた使用法も
可能となる。The engaging portions 20 and 21 have a length of 40 mm and a depth of 1
It is a 5 mm rectangular groove, and at the time of use, the auxiliary metal fitting 2 will be received in at least one of them. The engaging fitting 1C has different distances from the connecting portion 24 to the upper side and the lower side, and can be used upside down.
【0026】続いて、上記の構成を備える接合金具1
A、接合金具1C、及び補助金具2を使用して、土台3
0A〜30Cと柱31とを接合する接合方法の一例を説
明する。図5(a)(b)に示すように、土台30Aに
は、長さ方向の切り込み溝33と、垂直方向の貫通穴3
4a,34b,35と、水平方向の貫通穴36a〜36
c,37a〜37dと、各貫通穴に対応した凹部38,
39,40,41とを予め形成しておく。そして、この
状態で土台30Aを基礎32の上に配置する。なお、基
礎32からは上向きにアンカーボルト42a,42b,
43が突出しているので、アンカーボルト42a,42
bを貫通穴34a,34bに挿通すると共に、アンカー
ボルト43を貫通穴35に挿通する。Subsequently, the joining metal fitting 1 having the above structure
Base 3 using A, joining metal fitting 1C, and auxiliary metal fitting 2
An example of a joining method for joining the columns 0A to 30C and the column 31 will be described. As shown in FIGS. 5 (a) and 5 (b), the base 30A has a cutout groove 33 in the length direction and a through hole 3 in the vertical direction.
4a, 34b and 35 and horizontal through holes 36a to 36
c, 37a to 37d and the recesses 38 corresponding to the respective through holes,
39, 40, 41 are formed in advance. Then, the base 30A is placed on the foundation 32 in this state. In addition, from the foundation 32, the anchor bolts 42a, 42b,
Since 43 is protruding, the anchor bolts 42a, 42a
b is inserted into the through holes 34a and 34b, and the anchor bolt 43 is inserted into the through hole 35.
【0027】次に、接合金具1Aを切り込み溝33に挿
入し、貫通穴36a〜36cにそれぞれピン部材を挿入
して、接合金具1Aを土台30Aに固定する。また、こ
の状態で、凹部38に補助金具2を配置し、補助金具2
を利用して基礎32に土台30Aを固定する。具体的に
は、アンカーボルト42a,42bを補助金具2のアン
カー挿通穴9,9に挿通した後、ナット44を締め付け
る。同様に、アンカーボルト43についてもナット44
を締め付けて付けて基礎32に土台30Aを固定する。
なお、この状態では、接合金具1Aの本体部10上半分
が土台30Aから表れている。Next, the joint fitting 1A is inserted into the cut groove 33, and pin members are inserted into the through holes 36a to 36c, respectively, to fix the joint fitting 1A to the base 30A. Further, in this state, the auxiliary metal fitting 2 is arranged in the recess 38,
The base 30A is fixed to the foundation 32 using. Specifically, after inserting the anchor bolts 42a and 42b into the anchor insertion holes 9 of the auxiliary fitting 2, the nut 44 is tightened. Similarly, the anchor bolt 43 also has a nut 44.
The base 30A is fixed to the foundation 32 by tightening.
In this state, the upper half of the main body 10 of the joining metal fitting 1A is exposed from the base 30A.
【0028】続いて、図6(a)に示すように、2つの
接合金具1C,1Cを凹部40,41に装着し、各2個
のボルト45とナット46によって、接合金具1C,1
Cを土台30Aに固定する。そして、この状態で接合金
具1C,1Cの上から土台30B,30Cを落とし込
む。なお、土台30B,30Cは、土台30Aとほぼ同
様に加工されており、図6(b)に示すように、長さ方
向の切り込み溝47と、垂直方向の貫通穴48a,48
b,49と、水平方向の貫通穴50a〜50cと、貫通
穴48a,48b,49に対応した凹部51,52が予
め形成されている。Subsequently, as shown in FIG. 6 (a), the two fittings 1C, 1C are mounted in the recesses 40, 41, and the fittings 1C, 1C are fitted with two bolts 45 and nuts 46, respectively.
Fix C to the base 30A. Then, in this state, the bases 30B and 30C are dropped from above the joining fittings 1C and 1C. The bases 30B and 30C are processed in substantially the same manner as the base 30A, and as shown in FIG. 6B, the cut groove 47 in the length direction and the through holes 48a, 48 in the vertical direction.
b, 49, through holes 50a to 50c in the horizontal direction, and recesses 51, 52 corresponding to the through holes 48a, 48b, 49 are formed in advance.
【0029】図6(b)に示す土台30Bを接合金具1
Cに落とし込むに際しては、貫通穴50bにピン部材5
1を挿通しておき、ピン部材51をスライド部18の底
部まで滑り落として位置決めを行う。土台30Bの落と
し込みが完了すると、貫通穴50a,50cにピン部材
を挿通すると共に、アンカーボルトが通過するよう、凹
部51に補助金具2を装着し、ナットを締め付けて補助
金具2を固定する。The base 30B shown in FIG.
When dropping into C, the pin member 5 is inserted into the through hole 50b.
1 is inserted, and the pin member 51 is slid down to the bottom of the slide portion 18 for positioning. When the dropping of the base 30B is completed, the pin member is inserted into the through holes 50a and 50c, and the auxiliary metal fitting 2 is attached to the recess 51 so that the anchor bolt can pass through, and the nut is tightened to fix the auxiliary metal fitting 2.
【0030】土台30Cについても同様にして基礎に固
定し、最後に、柱31を接合金具1Aの上に落とし込
む。図7に示すように、柱31には、長さ方向の切り込
み溝52と5個の貫通穴53,54a〜54dが予め形
成されており、貫通穴53には、ピン部材55が挿通さ
れている。なお、貫通穴53は、接合金具1Aのスライ
ド部5に対応したものであり、貫通穴54a〜54d
は、接合金具1Aの取付穴8a1〜8a4に対応したも
のである。Similarly, the base 30C is fixed to the foundation, and finally the pillar 31 is dropped on the joining metal fitting 1A. As shown in FIG. 7, the post 31 is preliminarily formed with a cut groove 52 in the length direction and five through holes 53, 54 a to 54 d, and the pin member 55 is inserted into the through hole 53. There is. The through hole 53 corresponds to the slide portion 5 of the joining fitting 1A, and the through holes 54a to 54d.
Corresponds to the mounting holes 8a1 to 8a4 of the joining metal fitting 1A.
【0031】ピン部材55がスライド部5を滑り落ちて
位置決めが完了すると、各貫通穴54a〜54d(取付
穴8a1〜8a4)にピン部材を挿通することによっ
て、柱31と接合金具1Aが固定され、結果として、柱
31と土台30A〜30Cの接合が完了する。図8
(a)は、柱31と土台30Aとの関係を略記した縦断
面図である。また、接合金具1A’を用いてもほぼ同様
に接合作業を行うことができ、図8(b)に示すような
柱31と土台30Aとの接合関係になる。なお、図8
(c)は、土台30Aと土台30B,30Cとの接合関
係を略記した縦断面図である。When the pin member 55 slides down the slide portion 5 and the positioning is completed, the pin member is inserted into each of the through holes 54a to 54d (mounting holes 8a1 to 8a4) to fix the column 31 and the joint fitting 1A. As a result, the joining of the pillar 31 and the bases 30A to 30C is completed. Figure 8
(A) is a longitudinal cross-sectional view schematically illustrating the relationship between the pillar 31 and the base 30A. Further, the joining work can be performed in a substantially similar manner by using the joining metal fitting 1A ′, and the joining relationship between the pillar 31 and the base 30A is obtained as shown in FIG. 8B. Note that FIG.
(C) is a vertical cross-sectional view schematically showing the joint relationship between the base 30A and the bases 30B and 30C.
【0032】続いて、接合金具1B、接合金具1C、及
び補助金具2を用いて土台30A〜30Cと柱31とを
接合する接合方法の一例を説明する。図9(a)(b)
に示すように、土台30Aには、長さ方向の切り込み溝
33と、垂直方向の貫通穴34a,34b,35と、水
平方向の貫通穴36a〜36cと、各貫通穴に対応した
凹部38,39とを予め形成しておく。そして、土台3
0Aを基礎32の上に配置する。なお、基礎32からア
ンカーボルト42a,42b,43が突出しているの
で、アンカーボルト42a,42bを貫通穴34a,3
4bに挿通すると共に、アンカーボルト43を貫通穴3
5に挿通する。Next, an example of a joining method for joining the bases 30A to 30C and the pillar 31 using the joining fitting 1B, the joining fitting 1C, and the auxiliary fitting 2 will be described. 9 (a) (b)
As shown in FIG. 3, the base 30A has a longitudinal cut groove 33, vertical through holes 34a, 34b, and 35, horizontal through holes 36a to 36c, and recesses 38 corresponding to the through holes. 39 and 39 are formed in advance. And base 3
Place 0A on the base 32. Since the anchor bolts 42a, 42b, 43 are projected from the foundation 32, the anchor bolts 42a, 42b are inserted through the through holes 34a, 3
4b and insert the anchor bolt 43 into the through hole 3
Insert through 5.
【0033】次に、接合金具1Bを切り込み溝33に挿
入し、貫通穴36a〜36cにそれぞれピン部材を挿入
して、接合金具1Bを土台30Aに固定する。また、こ
の状態で、凹部38に補助金具2を配置し、補助金具2
を利用して基礎32に土台30Aを固定する。具体的に
は、アンカーボルト42a,42bを補助金具2のアン
カー挿通穴9,9に挿通した後、ナット44を締め付け
る。同様に、アンカーボルト43についてもナット44
を締め付けて付けて基礎32に土台30Aを固定する。
なお、この状態では接合金具1Bの本体部10が、土台
30Aの長さ方向に表れている。Next, the joint fitting 1B is inserted into the cut groove 33, and the pin members are inserted into the through holes 36a to 36c, respectively, to fix the joint fitting 1B to the base 30A. Further, in this state, the auxiliary metal fitting 2 is arranged in the recess 38,
The base 30A is fixed to the foundation 32 using. Specifically, after inserting the anchor bolts 42a and 42b into the anchor insertion holes 9 of the auxiliary fitting 2, the nut 44 is tightened. Similarly, the anchor bolt 43 also has a nut 44.
The base 30A is fixed to the foundation 32 by tightening.
In this state, the main body portion 10 of the joining metal fitting 1B appears in the length direction of the base 30A.
【0034】続いて、図10(a)に示すように、柱3
1を接合金具1Bの上に落とし込む。なお、柱31に
は、長さ方向の切り込み溝60と、5個の貫通穴61,
62(2個),63(2個)と、貫通穴63に対応する
凹部64,64とが予め形成されており、貫通穴61に
はピン部材が挿通されている。貫通穴61は、接合金具
1Bのスライド部12に対応し、貫通穴62,62は、
接合金具1Bの取付穴15a1,15a2に対応し、2
個の貫通穴63は取付穴15b1〜15b4に対応して
いる。Subsequently, as shown in FIG. 10A, the pillar 3
1 is dropped on the joining metal fitting 1B. It should be noted that the pillar 31 has a longitudinal cut groove 60, five through holes 61,
62 (two pieces) and 63 (two pieces) and recesses 64 and 64 corresponding to the through holes 63 are formed in advance, and pin members are inserted into the through holes 61. The through hole 61 corresponds to the slide portion 12 of the joining fitting 1B, and the through holes 62, 62 are
2 corresponding to the mounting holes 15a1 and 15a2 of the joining metal fitting 1B
The individual through holes 63 correspond to the mounting holes 15b1 to 15b4.
【0035】柱31を接合金具1Bの上に落とし込み、
ピン部材がスライド部12を滑り落ちて位置決めが完了
すると、貫通穴62,62(取付穴15a1,15a
2)にピン部材を挿通することによって、柱31と接合
金具1Aとを固定する。Drop the pillar 31 onto the joining fitting 1B,
When the pin member slides down the slide portion 12 and positioning is completed, the through holes 62, 62 (mounting holes 15a1, 15a
The pillar 31 and the joint fitting 1A are fixed by inserting a pin member into 2).
【0036】次に、2つの接合金具1C,1Cを凹部6
4,64に装着し、各4個のボルトとナットによって、
接合金具1C,1Cを柱31に固定する(図10
(b))。そして、この状態で接合金具1C,1Cの上
から土台30B,30Cを落とし込む。なお、土台30
B,30Cは、土台30Aとほぼ同様に加工されてお
り、図6(b)に示すように、長さ方向の切り込み溝4
7と、垂直方向の貫通穴48a,48b,49と、水平
方向の貫通穴50a〜50cと、貫通穴48a,48
b,49に対応した凹部51,52が予め形成されてい
る。Next, the two fittings 1C, 1C are formed in the recess 6
It is attached to 4, 64, and by four bolts and nuts,
The joining metal fittings 1C and 1C are fixed to the pillar 31 (FIG. 10).
(B)). Then, in this state, the bases 30B and 30C are dropped from above the joining fittings 1C and 1C. The base 30
B and 30C are processed in substantially the same manner as the base 30A, and as shown in FIG. 6B, the cut groove 4 in the length direction is formed.
7, vertical through holes 48a, 48b and 49, horizontal through holes 50a to 50c, and through holes 48a and 48.
Recesses 51 and 52 corresponding to b and 49 are formed in advance.
【0037】土台30Bを接合金具1Cに落とし込むに
際しては、貫通穴50bにピン部材51を挿通してお
き、ピン部材51をスライド部18の底部まで滑り落と
して位置決めを行う。土台30Bの落とし込みが完了す
ると、貫通穴50a,50cにピン部材を挿通すると共
に、アンカーボルトが通過するよう、凹部51に補助金
具2を装着し、ナットを締め付けて補助金具を固定す
る。When the base 30B is dropped into the fitting 1C, the pin member 51 is inserted into the through hole 50b, and the pin member 51 is slid down to the bottom of the slide portion 18 for positioning. When the dropping of the base 30B is completed, the pin member is inserted into the through holes 50a and 50c, and the auxiliary metal fitting 2 is attached to the recess 51 so that the anchor bolt can pass through and the nut is tightened to fix the auxiliary metal fitting.
【0038】土台30Cについても同様にして基礎に固
定すれば、柱31と土台30A〜30Cの接合が完了す
る。図11(a)は、柱31と土台30Aとの関係を略
記した縦断面図であり、図11(b)は、柱31と土台
30B,30Cとの関係を略記した縦断面図である。If the base 30C is similarly fixed to the foundation, the connection between the pillar 31 and the bases 30A to 30C is completed. 11A is a vertical cross-sectional view that schematically shows the relationship between the pillar 31 and the base 30A, and FIG. 11B is a vertical cross-sectional view that schematically shows the relationship between the pillar 31 and the bases 30B and 30C.
【0039】以上、接合金具1A,1B,1Cの典型的
な使用方法を説明したが、上記した使用方法に特に限定
されるものではない。また、図3に示す接合金具1Bを
変形して、本体部10の両側に連設部11を設けた接合
金具100Bであれば(図12)、これと接合金具1C
を組合せることによって、土台30A,30B,30
C,30Dと柱とを接合することができる(図13参
照)。同様に、図1(a)に示す接合金具1Aを変形し
て、本体部3の両側に水平部4を連設した接合金型10
0A(図14)でも図15のような構成が可能となる。Although the typical method of using the joint fittings 1A, 1B, 1C has been described above, the method of use is not limited to the above. Further, if the joining fitting 1B shown in FIG. 3 is modified to be the joining fitting 100B in which the connecting portions 11 are provided on both sides of the main body 10 (FIG. 12), this and the joining fitting 1C.
By combining the bases 30A, 30B, 30
C and 30D and the pillar can be joined (see FIG. 13). Similarly, the joining metal mold 10 shown in FIG. 1A is deformed to join the joining die 10 in which the horizontal portions 4 are continuously provided on both sides of the body portion 3.
Even with 0A (FIG. 14), the configuration as shown in FIG. 15 is possible.
【0040】[0040]
【発明の効果】以上説明したように、本発明によれば、
低コストで製造できるだけでなく、建築作業にも余分の
負担をかけることなく耐震強度を高めることのできる接
合金具を実現できる。As described above, according to the present invention,
Not only can it be manufactured at low cost, but it is also possible to realize a joint fitting that can increase seismic strength without imposing an extra burden on construction work.
【図1】第1実施例に係る接合金具と補助金具の正面図
である。FIG. 1 is a front view of a joining fitting and an auxiliary fitting according to a first embodiment.
【図2】第1実施例の変形例である。FIG. 2 is a modification of the first embodiment.
【図3】第2実施例に係る接合金具と補助金具の正面図
である。FIG. 3 is a front view of a joining fitting and an auxiliary fitting according to a second embodiment.
【図4】第3実施例に係る接合金具と補助金具の正面図
である。FIG. 4 is a front view of a joining fitting and an auxiliary fitting according to a third embodiment.
【図5】土台の平面図(a)と正面図(b)である。FIG. 5 is a plan view (a) and a front view (b) of the base.
【図6】土台に接合金具1Cを取り付けた状態の平面図
(a)と、別の土台の平面図(b) である。FIG. 6 is a plan view (a) in a state where the joining metal fitting 1C is attached to the base, and a plan view (b) of another base.
【図7】柱の取り付け方法を説明する図面である。FIG. 7 is a diagram illustrating a method of attaching a pillar.
【図8】三方の土台と柱と接合金具との関係を図示した
ものである。FIG. 8 is a diagram showing a relationship between a three-sided base, a pillar, and a joint fitting.
【図9】土台の平面図(a)と正面図(b)である。FIG. 9 is a plan view (a) and a front view (b) of the base.
【図10】柱の取り付け方法を説明する斜視図(a)
と、土台に接合金具1Cを取り付けた状態の平面図
(b)である。FIG. 10 is a perspective view illustrating a method of attaching a pillar (a).
FIG. 3B is a plan view (b) showing a state in which the joint fitting 1C is attached to the base.
【図11】三方の土台と柱と接合金具との関係を図示し
たものである。FIG. 11 is a diagram illustrating the relationship among the three-sided base, the pillar, and the joint fitting.
【図12】第2実施例の接合金具につき、別の変形例を
示す正面図である。FIG. 12 is a front view showing another modification of the joining fitting of the second embodiment.
【図13】図12の接合金具の使用例を示す平面図であ
る。13 is a plan view showing an example of use of the joining metal fitting of FIG. 12. FIG.
【図14】第1実施例の接合金具につき、別の変形例を
示す正面図である。FIG. 14 is a front view showing another modification of the joining fitting of the first embodiment.
【図15】図14の接合金具の使用例を示す平面図であ
る。15 is a plan view showing an example of use of the joining metal fitting of FIG. 14. FIG.
1A,1B,1C 接合金具
2 補助金具
3 第1部(本体部)
4 第2部(水平部)
7 係合部
9 補助金具の挿通口
30 土台
32 基礎
42 ボルト部材(アンカーボル
ト)
44 ナット部材(ナット)1A, 1B, 1C Joining metal fitting 2 Auxiliary metal fitting 3 1st part (main body part) 4 2nd part (horizontal part) 7 Engagement part 9 Auxiliary metal fitting insertion hole 30 Base 32 Foundation 42 Bolt member (anchor bolt) 44 Nut member (nut)
Claims (5)
と組合せて使用する接合金具であって、 垂直方向に立設される第1部と、 前記第1部の一方側又は両側に連設される第2部とを備
え、 前記第2部には、使用時に前記補助金具を受け入れる係
合部が設けられ、 前記補助金具には、基礎から突出しているボルト部材を
挿通させる挿通口が設けられ、 土台に形成した切り込み溝に前記接合金具の一部を収容
した状態で、前記挿通口にボルト部材を挿通させて前記
補助金具を前記係合部に配置し、 ナット部材を締めることによって、土台と基礎とを一体
化するようにした接合金具。1. A joining fitting, which is used in combination with an auxiliary fitting when joining strength is required, comprising: a first portion which is erected vertically, and one or both sides of the first portion. A second portion that is continuously provided, the second portion is provided with an engagement portion that receives the auxiliary metal fitting when in use, and the auxiliary metal fitting has an insertion port through which a bolt member protruding from a foundation is inserted. With a part of the joining metal fitting accommodated in the notch formed in the base, a bolt member is inserted into the insertion opening, the auxiliary metal fitting is arranged in the engaging portion, and the nut member is tightened. A joint fitting that integrates the base and the foundation.
は、前記第2部のみである請求項1に記載の接合金具。2. The joining fitting according to claim 1, wherein a part of the joining fitting housed in the cut groove is only the second portion.
は、前記第2部に加えて前記第1部の下部である請求項
1に記載の接合金具。3. The joining fitting according to claim 1, wherein a part of the joining fitting housed in the cut groove is a lower portion of the first portion in addition to the second portion.
開口したスライド部が形成されている請求項1〜3の何
れかに記載の接合金具。4. The joint fitting according to claim 1, wherein a slide portion that smoothly opens in a substantially V shape is formed on an upper portion of the first portion.
成され、前記補助金具を受入れる係合部を備える別の接
合金具を組み合わせることで、複数の土台を一体的に固
定することができる請求項1〜4の何れかに記載の接合
金具。5. A main body portion and the L-shaped bent portion is formed by continuously provided, contact of another of Ru with an engaging portion for receiving said auxiliary bracket
By combining metal fittings, multiple bases can be integrally fixed.
The fitting according to any one of claims 1 to 4, which can be set .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000359899A JP3513482B2 (en) | 2000-11-27 | 2000-11-27 | Joint fitting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000359899A JP3513482B2 (en) | 2000-11-27 | 2000-11-27 | Joint fitting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002161586A JP2002161586A (en) | 2002-06-04 |
| JP3513482B2 true JP3513482B2 (en) | 2004-03-31 |
Family
ID=18831586
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000359899A Expired - Lifetime JP3513482B2 (en) | 2000-11-27 | 2000-11-27 | Joint fitting |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3513482B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5486559B2 (en) * | 2011-07-15 | 2014-05-07 | 株式会社カネシン | Column joining equipment in wooden buildings |
-
2000
- 2000-11-27 JP JP2000359899A patent/JP3513482B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JP2002161586A (en) | 2002-06-04 |
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