JP2967336B2 - Architectural fittings - Google Patents
Architectural fittingsInfo
- Publication number
- JP2967336B2 JP2967336B2 JP25394196A JP25394196A JP2967336B2 JP 2967336 B2 JP2967336 B2 JP 2967336B2 JP 25394196 A JP25394196 A JP 25394196A JP 25394196 A JP25394196 A JP 25394196A JP 2967336 B2 JP2967336 B2 JP 2967336B2
- Authority
- JP
- Japan
- Prior art keywords
- bolt
- diameter
- hole
- engaging groove
- projection
- 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 - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、木造建築における
柱と梁又は桁を接合するための建築用接合金具の改良に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in a metal fitting for connecting columns and beams or girders in a wooden building.
【0002】[0002]
【従来の技術】従来の木造建築における柱と梁又は桁の
接合は、精密な加工を施して組み合わせ、ボールトを使
って固定する等の方法で行われ、熟練した技能を必要と
するものであった。しかし、近年は熟練技能者の不足も
あり、接合の単純化と接合強度の増大を目的として種々
の接合金具が多く使用されるようになった。2. Description of the Related Art In a conventional wooden building, columns and beams or girders are joined by performing precision processing, combining them, and fixing them using a vault, etc., and require skilled skills. Was. However, in recent years, there has been a shortage of skilled technicians, and various joining fittings have been frequently used for the purpose of simplifying joining and increasing joining strength.
【0003】これら多種類の接合金具のうち、特開平7
−279263号公報に開示されている図6に示すもの
は丈夫で使いやすいことで好評を得ている。[0003] Of these various types of joining fittings, Japanese Patent Application Laid-Open
The one shown in FIG. 6 disclosed in Japanese Patent Application No. -279263 has gained a good reputation because it is robust and easy to use.
【0004】[0004]
【発明が解決しようとする課題】前記した図6に示す従
来の接合金具101は、柱110への取付けが、柱に穿
った突起挿入孔111に接合金具の突起105を挿入し
て、仮想線に示す位置から実線で示す位置までSだけ引
き下げることにより固定される構造のものであり、取付
けが簡単である点に特徴があるが、突起挿入孔111を
特殊な工具を用いて精密に加工する必要があり、一般に
広く使用されている工具では加工不能である点に問題が
あり、さらに地震、特に直下型地震の発生時に接合金具
101がSだけ浮き上がって家屋を損壊させるおそれが
あるという問題点があった。In the conventional fitting 101 shown in FIG. 6 described above, the fitting to the pillar 110 is performed by inserting the projection 105 of the fitting into a projection insertion hole 111 formed in the pillar and forming a virtual line. Is fixed by pulling it down by S from the position shown by the solid line to the position shown by the solid line, and is characterized in that it is easy to mount. However, the protrusion insertion hole 111 is precisely machined using a special tool. There is a problem that it is necessary and cannot be processed with a tool that is widely used in general, and furthermore, there is a possibility that the joint fitting 101 is lifted up only by S when an earthquake, particularly a direct type earthquake occurs, and damages the house. was there.
【0005】[0005]
【課題を解決するための手段】上記の問題点を解決する
ために、本発明は、接合金具の柱への取付け構造を新規
な発想に基づいて改良したものであり、柱への取付け加
工を単純な孔明けのみとして、一般の業者が容易に行え
る方法とするとともに、地震により接合金具が浮き上が
るのを完全に防止することができる。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention is based on a novel idea of a structure for attaching a joint fitting to a column, and the process of attaching the joint to the column is improved. It is a method that can be easily performed by a general trader only with simple drilling, and it is possible to completely prevent the joining fitting from being lifted by an earthquake.
【0006】[0006]
【発明の実施の形態】本発明建築用接合金具は、金属製
一体構造にして、ほぼ長方形の板状本体の上辺から切り
込んだボルト係合溝と、このボルト係合溝の下方に板厚
を貫通するボルト通し孔を設けたものの一側辺に、柱材
に取り付けるためのやや大径にして先端面を平らにした
支持突起を下部に、この支持突起より小径にして、長さ
の中央部が最大径で、先端方向及び基端方向に直径を漸
次縮小して、軸心方向に円弧状の外周面を形成した位置
決め突起を上部にそれぞれ突設し、この位置決め突起
に、軸心と直交して横及び縦に貫通する2個の固定ピン
孔を設けたものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An architectural joint according to the present invention has a metal integral structure, a bolt engaging groove cut from the upper side of a substantially rectangular plate-shaped main body, and a plate thickness below the bolt engaging groove.
One side with a bolt through hole that penetrates, a supporting projection with a slightly larger diameter and a flattened end surface for attaching to a pillar material is provided at the bottom, and a diameter smaller than this supporting projection is used.
The central part of is the maximum diameter, and the diameter gradually increases in the distal and proximal directions.
Next reduced position to form an arc-shaped outer peripheral surface in the axial direction
The positioning projections are projected on the upper part,
And two fixed pin holes penetrating in the horizontal and vertical directions perpendicular to the axis.
【0007】[0007]
【実施例】実施例について図面を参照して説明すると、
本発明接合金具は鋳造又は鍛造により一体に形成される
もので、図1は本発明の一実施例を示す正面図で、図2
に平面、図3に右側面をそれぞれ示している。Embodiments will be described with reference to the drawings.
FIG. 1 is a front view showing one embodiment of the present invention, and FIG. 2 is a front view showing one embodiment of the present invention.
3 shows a plane, and FIG. 3 shows a right side.
【0008】 図において、1は板状本体で、ほぼ長方形
にして所定の厚みを持ち、上辺から開口部を拡大したボ
ルト係合溝2が深く切り込まれ、このボルト係合溝2の
下方にボルト通し孔3を横貫して設け、さらに、ほぼ中
央部に重量軽減と手持ち指通し用の抜き孔4を形成して
いる。 In the figure, reference numeral 1 denotes a plate-shaped main body, which is substantially rectangular and has a predetermined thickness, and a bolt engaging groove 2 whose opening is enlarged from the upper side is deeply cut. A bolt hole 3 is provided to extend through the hole, and a hole 4 for reducing weight and passing a hand-held finger is formed substantially at the center.
【0009】 板状本体1の一側辺の下部に、やや大径に
して短円柱状の支持突起5が突設してあり、この支持突
起5の先端面5aは平らな当て面としてある。 At the lower part of one side of the plate-shaped main body 1, a support projection 5 having a slightly large diameter and a short columnar shape is projected, and a front end face 5a of the support projection 5 is a flat contact surface.
【0010】 板状本体1の一側辺の上部に、支持突起5
より小径にしてやや長く、長さの中央部が最大径で、先
端方向及び基端方向に直径を漸次縮小して、軸心方向に
円弧状の外周面を持つ位置決め突起を突設し、この位置
決め突起に、軸心と直交して横及び縦に貫通する2個の
固定ピン孔6a,6bを設けている。 A support projection 5 is provided on one side of the plate-shaped main body 1.
The smaller diameter is slightly longer, and the center of the length is the maximum diameter.
The diameter is gradually reduced in the end direction and the base direction, and
Positioning projections with an arc-shaped outer peripheral surface
The two protrusions that penetrate horizontally and vertically perpendicular to the axis
Fixed pin holes 6a and 6b are provided.
【0011】 以上の構成を有する本発明接合金具は、図
4及び図5に示す如く柱10に穿った支持突起5にぴた
り一致する支持突起孔11と、位置決め突起6の最大直
径と等しい孔径の位置決め突起孔12に、支持突起5及
び位置決め突起6をそれぞれ挿入して、柱10の側面か
ら位置決め突起孔12に直交して、横方向の固定ピン孔
6aに一致する位置に穿った固定ピン挿入孔13に、金
属製の固定ピン14を打ち込んで接合金具を固定するも
のである。 The joint fitting of the present invention having the above-described structure is shown in FIG.
4 and the support protrusion holes 11 snugly matching supporting protrusion 5 bored pillars 10 as shown in FIG. 5, the maximum linear positioning projections 6
The supporting projections 5 and the positioning projections 6 are respectively inserted into the positioning projection holes 12 having the same hole diameter as the diameter, and the fixing pin holes in the lateral direction are orthogonal to the positioning projection holes 12 from the side surfaces of the pillar 10.
A metal fixing pin 14 is driven into a fixing pin insertion hole 13 drilled at a position corresponding to 6a to fix the joining fitting.
【0012】 この固定ピン14は、柱10の側面からは
打ち込めない場合に、柱10の上端から縦に打ち込むこ
ともあり、そのために図1及び図2に示す如く位置決め
突起6に縦方向の固定ピン孔6bを設けている。 When the fixing pin 14 cannot be driven from the side surface of the pillar 10, it may be driven vertically from the upper end of the pillar 10, and therefore, as shown in FIGS. A pin hole 6b is provided .
【0013】また、位置決め突起孔12の加工におい
て、僅かに傾く等の狂いがある場合でも位置決め突起6
を挿入可能とするために、位置決め突起6の形状を、先
端方向及び基端方向に漸次直径を縮小している。 Further, in the processing of the positioning projection hole 12, even if there is a deviation such as slight inclination, the positioning projection 6 can be formed.
In order to enable the insertion of the positioning projection 6, the shape of the positioning projection 6 is gradually reduced in the distal direction and the proximal direction .
【0014】 一方、柱10に直交する方向に組付ける梁
または桁15には、図4及び図5に示す如く厚みの中央
に小口から、柱10に取りつけた接合金具の板状本体1
が嵌まる割り溝16を形成し、さらにボルト係合溝2及
びボルト通し孔3と一致する位置に、厚み方向を貫通す
るボルト孔17,18設けておき、上側のボルト孔17
にボルト19を予め通しておく。 [0014] On the other hand, the beam or girder 15 assembled in a direction orthogonal to the column 10, from small in the middle of the thickness as shown in FIGS. 4 and 5, a plate-shaped body of the joint fitting attached to pillars 10 1
Is formed, and bolt holes 17, 18 penetrating in the thickness direction are provided at positions corresponding to the bolt engaging grooves 2 and the bolt through holes 3, and the upper bolt holes 17 are formed.
Through the bolt 19 in advance.
【0015】 次に梁または桁15の割り溝16を板状本
体1の上から嵌めて落し込むと、ボルト19がボルト係
合溝2に係合して梁または桁15を所定の位置に案内し
て正しく位置決めする。続いて、下側のボルト孔18に
ボルト20を通すと、このボルト20は板状本体1のボ
ルト通し孔3を貫通して締め付けられ、梁または桁15
が上方に抜けるのを防止して柱10に固定される。 [0015] Next On drop is fitted a split groove 16 of the beam or girder 15 from above the plate-like body 1, the bolt 19 is guided beam or girder 15 engaged with the bolt engagement groove 2 at a predetermined position And position it correctly. Subsequently, when a bolt 20 is passed through the lower bolt hole 18, the bolt 20 is tightened through the bolt through hole 3 of the plate-shaped main body 1, and the beam or the beam 15 is tightened.
Is fixed to the column 10 while preventing it from falling upward.
【0016】 このようにして組立てられたものは、梁ま
たは桁15を介して板状本体1に負荷される荷重は、主
に支持突起5を経て柱10が受けるが、この支持突起5
は大径であり外周の下半面が広く支持突起孔11に接し
て垂直方向の荷重を支えるとともに、支持突起5の先端
面5aが支持突起孔11の奥端に接して横方向の荷重を
支えているため、大きな荷重に耐えることができる。 In the assembly assembled in this manner, the load applied to the plate-shaped main body 1 via the beam or the spar 15 is mainly received by the column 10 via the support projection 5.
Has a large diameter, the lower half surface of the outer periphery is in wide contact with the support projection hole 11 to support the vertical load, and the tip end surface 5a of the support projection 5 is in contact with the back end of the support projection hole 11 to support the lateral load. Therefore, it can withstand a large load.
【0017】 さらに、 位置決め突起6が板状本体1を柱
10に正しく取付ける役目を果たすとともに、固定ピン
孔6aに柱10の固定ピン挿入孔13を通して固定ピン
14を打ち込んで固定しているため、接合金具が柱10
から抜けることはなく、地震等によって接合金具が浮き
上がるようなこともない。 Furthermore, since the positioning projection 6 is fixed with play properly attach serve a plate-like body 1 to the pillars 10, the fixing pin 14 implanted in through a fixed pin insertion hole 13 of the pillar 10 to the fixing pin hole 6a, Pillar 10
It does not come off, and there is no possibility that the joint fittings will rise due to an earthquake or the like.
【0018】[0018]
【発明の効果】本発明は、以上説明したような形態で実
施され、以下に記載されるような効果を奏する。The present invention is embodied in the form described above and has the following effects.
【0019】 本発明建築用接続金具は金属による一体構
造であるため、強度があり、製作が容易であるから安価
に提供できる。 The architectural fitting of the present invention has an integral structure made of metal, and therefore has strength and is easy to manufacture, so that it can be provided at low cost.
【0020】 この接続金具を利用するための、柱及び梁
または桁への加工は、孔明けと溝切りのみの単純な加工
であるから、特別の工具や加工技術を必要とせず、一般
の業者が簡単に加工できる。 [0020] in order to take advantage of this connection fittings, processing of the pillars and beams or digits, because it is a simple process of drilling and grooving only, without the need for special tools and processing technology, general contractors Can be easily processed.
【0021】 この接続金具にかかる負荷を大径の支持突
起の広い面積を持つ外周下半部と端面とが柱に接して支
持されるため、大きな負荷に耐えることができ、建築物
を狂わせない。 Since the load applied to the connection fitting is supported by contacting the pillar with the lower half of the outer periphery having a large area of the large-diameter support projection and the end face, it can withstand a large load and does not disturb the building. .
【0022】 位置決め突起を、長さの中央部が最大径
で、先端方向及び基端方向に漸次直径を縮小して、ビヤ
樽型に形成しているため、柱に穿った位置決め突起孔が
若干傾斜していても挿入可能であり、 固定ピンにより柱
に固定するため接続金具が柱から外れることがなく、地
震により接続金具が浮動することもないから、災害に強
い建築物が得られる。 [0022] The positioning projection, the central portion is the maximum diameter of the length
To gradually reduce the diameter in the distal and proximal directions,
Because it is formed in a barrel shape, the positioning projection holes drilled in the pillar
Even if it is slightly inclined, it can be inserted, and since it is fixed to the pillar by the fixing pin, the connecting fitting does not come off the pillar and the connecting fitting does not float due to the earthquake, so that a building resistant to disaster can be obtained.
【図1】本発明接続金具の一実施例を示す正面図であ
る。FIG. 1 is a front view showing an embodiment of a connection fitting of the present invention.
【図2】同じく平面図である。FIG. 2 is a plan view of the same.
【図3】同じく右側面図である。FIG. 3 is a right side view of the same.
【図4】使用状態を示す部分切断正面図である。 FIG. 4 is a partially cut front view showing a use state.
【図5】図4の平面図である。 FIG. 5 is a plan view of FIG . 4;
【図6】従来の接続金具を柱に取りつける状態を示す図
で、(A)は側面図、(B)は柱に取付ける加工を施し
た状態を示す図である。 FIG. 6 is a diagram showing a state in which a conventional connection fitting is mounted on a pillar.
(A) is a side view, (B) is a process to attach to a pillar
FIG.
1 板状本体 2 ボルト係合溝 3 ボルト通し孔 4 抜き孔 5 支持突起 5a 先端面 6 位置決め突起 6a,6b 固定ピン孔 10 柱 11 支持突起孔 12 位置決め突起孔 13 固定ピン挿入孔 14 固定ピン 15 梁または桁 16 割り溝 17,18 ボルト孔 19,20 ボルト DESCRIPTION OF SYMBOLS 1 Plate-shaped main body 2 Bolt engaging groove 3 Bolt through hole 4 Pull-out hole 5 Support projection 5a Tip surface 6 Positioning projection 6a, 6b Fixed pin hole 10 Column 11 Support projection hole 12 Positioning projection hole 13 Fixed pin insertion hole 14 Fixed pin 15 Beam or girder 16 Split groove 17, 18 Bolt hole 19, 20 Bolt
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04B 1/26 E04B 1/58 505 - 508 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) E04B 1/26 E04B 1/58 505-508
Claims (1)
本体の上辺から切り込んだボルト係合溝を設けるととも
に、該ボルト係合溝の下方にボルト通し孔を横貫して設
けたものの一側辺に、柱材に取りつけるためのやや大径
にして先端面を平らにした支持突起を下部に、該支持突
起より小径にして、先端方向及び基端方向に直径を漸次
縮小した位置決め突起を上部にそれぞれ突設し、この位
置決め突起に、軸心と直交して横及び縦に貫通する2個
の固定ピン孔を設けたことを特徴とする建築用接合金
具。1. A metal integrated structure having a bolt engaging groove cut out from the upper side of a substantially rectangular plate-shaped main body, and a bolt through hole provided through the bolt engaging groove below the bolt engaging groove. On the side, the supporting projection with a slightly larger diameter and a flattened tip surface for attaching to the pillar material is set at the bottom, the diameter is smaller than the supporting projection, and the diameter gradually increases in the distal direction and the proximal direction.
A joint metal fitting for construction, characterized in that reduced positioning projections are provided on the upper portion, respectively, and two fixing pin holes are provided in the positioning projections, which penetrate horizontally and vertically perpendicular to the axis.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25394196A JP2967336B2 (en) | 1996-09-03 | 1996-09-03 | Architectural fittings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25394196A JP2967336B2 (en) | 1996-09-03 | 1996-09-03 | Architectural fittings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1077687A JPH1077687A (en) | 1998-03-24 |
JP2967336B2 true JP2967336B2 (en) | 1999-10-25 |
Family
ID=17258132
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25394196A Expired - Fee Related JP2967336B2 (en) | 1996-09-03 | 1996-09-03 | Architectural fittings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2967336B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108086512A (en) * | 2017-12-27 | 2018-05-29 | 温州中海建设有限公司 | A kind of shock resistance house architectural structure system and its assembly method |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4535355B2 (en) * | 2000-11-30 | 2010-09-01 | 中川木材産業株式会社 | Pseudo-directly woody fence |
JP4812815B2 (en) * | 2008-08-22 | 2011-11-09 | 木建技研株式会社 | Frame joint for wooden construction |
JP2010281192A (en) * | 2009-05-08 | 2010-12-16 | Kuretekku Kk | Joint fitting, fixation fitting and fixing pin for building |
-
1996
- 1996-09-03 JP JP25394196A patent/JP2967336B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108086512A (en) * | 2017-12-27 | 2018-05-29 | 温州中海建设有限公司 | A kind of shock resistance house architectural structure system and its assembly method |
Also Published As
Publication number | Publication date |
---|---|
JPH1077687A (en) | 1998-03-24 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |