JPH06117022A - Structural fitting for wooden architecture - Google Patents

Structural fitting for wooden architecture

Info

Publication number
JPH06117022A
JPH06117022A JP29215292A JP29215292A JPH06117022A JP H06117022 A JPH06117022 A JP H06117022A JP 29215292 A JP29215292 A JP 29215292A JP 29215292 A JP29215292 A JP 29215292A JP H06117022 A JPH06117022 A JP H06117022A
Authority
JP
Japan
Prior art keywords
pin
cross frame
plate
core material
receiving plate
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
JP29215292A
Other languages
Japanese (ja)
Inventor
Yoshihiro Shiotani
嘉宏 塩谷
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.)
Shokusan Jutaku Sogo Co Ltd
Original Assignee
Shokusan Jutaku Sogo Co Ltd
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 Shokusan Jutaku Sogo Co Ltd filed Critical Shokusan Jutaku Sogo Co Ltd
Priority to JP29215292A priority Critical patent/JPH06117022A/en
Publication of JPH06117022A publication Critical patent/JPH06117022A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To dispense with a joint fitting and improve operability in the connection of the following cross frame material to the butt end of a cross frame material side face by providing a a hooking plate and receiving plate as connecting plates on a core material fitting for joining cross frame materials like a girth between pillars on upper and lower stories. CONSTITUTION:A core material 22 of a fitting 21 is inserted through a inserting hole 23 in a first cross frame material and the lower end edge of a receiving plate 32 provided on the core material 22 is engaged with a slit groove 26 to reach the height position of the center part of the cross frame material. Then, A pin 11 is inserted into an inserting hole 23 in the lower part of the cross frame material and a pin hole 18 in the core material 22 to lock firmly the fitting 21. Also, when a second cross frame material is joined in a position in which the butt end of a first cross frame material is aligned with the side faces of pillars 7, 8, a hook part 35 of a hooking plate 33 locked on the slit groove 26 by the pin 11 is engaged with a receiving plate 32. Further when the cross frame material like a beam 25 is joined in the direction perpendicular to the first cross frame material by inserting and locking the pin 11, the hooking plate 33 locked on these cross frame materials is engaged with the receiving plate 32 to be locked by the pin 11. Thus, the hooking plate 33 engaged with the receiving plate 32 provided on the core material 22 is used as a set to be joined with a simple construction.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は木造建築物の構造用金物
に関し、特に柱上端に1端を配置した胴差などの横架材
には材軸方向の横架材や梁などの直角方向の横架材や上
階側柱を軸組接合可能な1組の簡易軽量な構造用金物に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structural metal article for a wooden building, and particularly for a horizontal member such as a body difference having one end at the upper end of a pillar The present invention relates to a set of simple and lightweight structural hardware capable of connecting horizontal members and upper side pillars by a shaft.

【0002】[0002]

【従来の技術】従来木造建築物は構造材の仕口にほぞや
ほぞ穴を設けたり、大せん継ぎ、持出し継ぎなどによる
軸組工法がなされていた。近時、軸組工法で施工するに
際しては柱や横架材は構造用金物で接合することにより
施工作業が耐久性のある軸組構造とすることができるよ
うになった。更に壁体は筋違や間柱を固定する周囲枠か
らなる既製壁枠を嵌入固設し、床張りは床板に替えて構
造用合板を打付けた簡略で強度性のある工法が用いられ
るようになってきた。
2. Description of the Related Art Conventionally, in a wooden building, a construction method has been used in which tenons of structural materials are provided with mortises and mortises, and large joints and takeout joints are used. Recently, when constructing with a frame construction method, it becomes possible to construct a frame structure with durable construction work by joining columns and horizontal members with structural hardware. Furthermore, for the wall body, a ready-made wall frame consisting of a peripheral frame that fixes the brace and studs is inserted and fixed, and for flooring, a simple and strong construction method is used in which structural plywood is struck instead of the floor plate. It's coming.

【0003】上記如き建築物を施工するには予め柱や横
架材は工場で金物が装着される仕口を機械的に加工し、
建築現場では単に組立ててピンで係止することにより接
合されるものである。
In order to construct a building such as the one described above, the pillars and the horizontal members are mechanically machined in advance in the factory where the metal fittings are attached.
At a construction site, they are joined simply by assembling and locking with pins.

【0004】更に金物は構造材の欠損を可能な限り少な
くするために軽量簡易な構成とすると共に接合部ごとに
金物を用いることなく上下階側柱と胴差などの横架材を
1組の金物で接合して使用個数を格段に少なくする一
方、建築作業上に支障を来たしたり、余分な手作業を省
略する金物であることが要求される。
Further, the hardware has a light weight and simple structure in order to minimize the loss of the structural material, and the upper and lower floors and a horizontal member such as a body gap are set for each joint without using the hardware. It is required to be a metal object that causes a trouble in construction work and omits extra manual work, while joining with a metal object to significantly reduce the number of pieces used.

【0005】従来は図1に示す如く軸組建築物を施工す
るに当り、予め工場で仕口加工をした構造材を金物によ
って接合することにより軸組建築物を施工するに当り、
木造の2階建乃至3階建て建築物を施工していた。この
建築物では、接合部Aは梁1と上下階側柱2及び3を軸
心線に沿って管部材からなる芯材金物を挿通孔を介して
挿入埋設し、芯材のピン孔を介してピンを挿通係止して
接合し、内側梁4には芯材金物のピン孔にボルトを挿通
して梁1内端にL字状の梁受金物を設け、この梁受金物
により梁4を接合し、更に梁5を材軸方向に接合する場
合は接合Bに示す如く別に継手金物により接合してい
た。従って、斯様な接合部は金物を3個用いなければな
らなかった。
Conventionally, when constructing a framed building as shown in FIG. 1, when constructing a framed building by joining structural materials that have been processed in advance in a factory with metal parts,
They were constructing wooden 2-story or 3-story buildings. In this building, the joint portion A has a beam 1 and columns 2 and 3 on the upper and lower floors along which the core metal member made of a tubular member is inserted and embedded through an insertion hole, and a pin hole of the core member is inserted. The inner beam 4 is provided with an L-shaped beam receiving member at the inner end of the beam 1 by inserting a bolt into the pin hole of the core metal member, and the beam 4 is attached by the beam receiving member. When the beam 5 is joined and the beam 5 is further joined in the material axis direction, as shown in the joint B, the joint metal is separately joined. Therefore, such a joint part had to use three metal objects.

【0006】近時、図1の接合部Cに示す如く、胴差6
の1端部と柱7,8を接合すると共に、胴差6の材軸方
向に胴差9を接合する場合は図2に示す如き金物10を
用いることにより継手金物を省略していた。この金物1
0は上下の柱7,8と胴差6に芯材12を埋設し、ピン
11で係止接合したものである。更に胴差9を接合する
には下階側柱7の上端面部分よりに支持部13を張出し
た基板14を芯材12に設け、芯材12に溶着した連結
部を介して接続板15を設けた構成のものである。接続
板15は胴差9の切割溝16に嵌入し、胴差9の仕口は
支持部13に支承される。そして、接続板15のV字溝
17とピン孔18には胴差9の通孔と共にピン11で係
止して強度性と耐久性のある接合をしていた。
Recently, as shown in the joint C of FIG.
In the case of joining one end of the column and the columns 7 and 8 and joining the body difference 9 in the material axis direction of the body difference 6, the joint metal piece was omitted by using the metal piece 10 as shown in FIG. This hardware 1
Reference numeral 0 indicates that the core material 12 is embedded in the upper and lower pillars 7 and 8 and the body difference 6 and is locked and joined by the pin 11. Further, in order to join the body difference 9, a substrate 14 having a supporting portion 13 protruding from the upper end surface portion of the lower floor side pillar 7 is provided on the core material 12, and the connecting plate 15 is connected via a connecting portion welded to the core material 12. It has a provided structure. The connection plate 15 is fitted into the slit groove 16 of the body difference 9, and the joint of the body difference 9 is supported by the support portion 13. Then, the V-shaped groove 17 and the pin hole 18 of the connection plate 15 are joined together with the through hole of the body difference 9 by the pin 11 so as to be joined with strength and durability.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、上記従
来技術の構成においては、図1に示す如く、壁枠20を
嵌入配置する際に胴差9の下面に張出した支持部13の
厚みが障害となって、精度がよく、強度性のある取付け
をなすことができず、また、水平外力に対して補強性の
ある筋違を配設することも不可能である。
However, in the structure of the prior art described above, as shown in FIG. 1, when the wall frame 20 is fitted and arranged, the thickness of the support portion 13 that projects to the lower surface of the barrel gap 9 causes an obstacle. As a result, it is not possible to make a highly accurate and strong attachment, and it is also impossible to dispose a bracing that is reinforced against horizontal external force.

【0008】本発明は、従来の技術の有するこのような
問題点に鑑みてなされたものであり、その目的とすると
ころは接合用金物が柱や横架材などの構造材の外面に露
出しない構成となし、これにより構造用壁枠並びに構造
用合板や仕上材の取付けに支障をきたしたり、強度性を
低下させるようなことのないようにした金物を提供しよ
うとするものである。
The present invention has been made in view of the above problems of the prior art. The object of the present invention is to prevent the metal fittings from being exposed on the outer surfaces of structural materials such as columns and horizontal members. It is an object of the present invention to provide a metal product which does not hinder the attachment of the structural wall frame, the structural plywood or the finishing material, and does not deteriorate the strength.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するため
に、本発明における金物で構造材を接合するには、予め
柱の木口の軸心に沿って挿通孔を穿設すると共にピン通
孔を設けておく。柱上端に1端を配置する第1の横架材
には垂直な挿通孔を設けると共に、挿通孔の中央部より
上側部分には通孔より木口方向に切割溝を設け、必要に
応じて該切割溝の直角方向に切割溝を設ける。更に該横
架材の柱の1側面より材軸方向に接合する第2の横架材
の木口より材軸方向に切割溝を穿設する。また、柱と横
架材の必要箇所にはピン孔を穿設しておくものである。
In order to achieve the above object, in order to join a structural material with a metal object according to the present invention, an insertion hole is preliminarily provided along the axial center of the mouth of a pillar and a pin through hole is formed. Is provided. A vertical through hole is provided in the first horizontal member, one end of which is arranged at the upper end of the pillar, and a slit groove is provided in the upper part of the central portion of the through hole in the direction of the mouth of the through hole. Provide a slit groove in the direction perpendicular to the slit groove. Further, a slit groove is formed in the material axial direction from the opening of the second horizontal material which is joined from one side surface of the column of the lateral material in the material axial direction. In addition, pin holes are drilled in necessary places of the pillar and the horizontal member.

【0010】上記の如く仕口加工をした下階側柱と第1
の横架材及び上階側柱の挿通孔に挿入する金物の芯材を
形成する。この芯材には上下端部と中央下部とにピン1
で挿通係止するピン孔を穿設する。そして、横架材の中
央高さ位置より上側の芯材部分にはL字形状の接続受板
の基端を固着し、この受板にフック板部で引掛係合して
切割溝より外側に張り出した接続掛板を設ける。この掛
板には切割溝を介して装着した第2の横架材をピンで係
止接合する構成のものである。
The lower pillar and the first pillar which are processed as described above
The core material of the metal article to be inserted into the insertion member of the horizontal member and the upper pillar of the upper floor is formed. This core material has pins 1 at the upper and lower ends and the center lower part.
Pin holes for insertion and locking are drilled. Then, the base end of the L-shaped connection receiving plate is fixed to the core material portion above the central height position of the horizontal member, and the hook plate portion hooks and engages this receiving plate to the outside of the slit groove. Provide an overhanging connecting plate. The second horizontal member, which is attached to the hanging plate through the slit groove, is locked and joined by a pin.

【0011】第1の横架材の柱接合部より直角水平方向
に梁などの横架材を接合する場合は芯材より前記第1の
接続受板とは直角方向に第2・第3の接続受板を固設す
ればよい。
In the case where a horizontal member such as a beam is joined in a horizontal direction at a right angle to the column joint portion of the first horizontal member, a second member and a third member in a direction perpendicular to the first connection receiving plate are inserted from the core member. The connection receiving plate may be fixed.

【0012】[0012]

【作用】金物の芯材を第1の横架材の挿通孔に貫挿する
と芯材に設けた受板の下端縁は横架材の中央部高さ位置
まで切込んだ切割溝に係合する。このとき金物は横架材
に埋設されて位置決めされるので、横架材の下部位置の
通孔と芯材のピン孔とにピンを貫挿すれば金物は横架材
に動揺することなく強固に係止される。しかも、横架材
の切割溝は上面から中央部まで切込まれるのみで、強度
性や耐久性が低下することなく欠損することがない。横
架材より下方に突出した芯材部分は下階側柱の挿通孔に
嵌入すると横架材の通孔と芯材のピン孔は整合するので
ピンを貫挿すれば係止されて強固に接合する。
When the metal core material is inserted into the insertion hole of the first horizontal member, the lower edge of the receiving plate provided on the core material engages with the slit groove cut to the central height of the horizontal member. To do. At this time, the hardware is embedded and positioned in the horizontal member, so if the pin is inserted into the through hole at the lower position of the horizontal member and the pin hole of the core member, the hardware will be solid without being shaken by the horizontal member. Locked in. Moreover, the slit groove of the horizontal member is only cut from the upper surface to the central portion, and is not damaged without lowering the strength and durability. When the core part protruding downward from the horizontal member is fitted into the insertion hole of the lower floor side pillar, the through hole of the horizontal member and the pin hole of the core member are aligned, so if the pin is inserted, it will be locked firmly. To join.

【0013】第1の横架材のホロは柱の1側面と整合し
た位置にあり、これに第2の横架材を接合するときは切
割溝にピンで係止した掛板のフック部を前記受板に引掛
けるように係合し、ピンで貫挿係止すれば容易且つ強固
に継ぎ足し接合し得る。更に第1の横架材の直角方向に
梁など横架材を接合するときもこれらに係止した掛板を
第1の横架材の受板に係合してピンで係止すれば強固に
接合し得る。このように芯材に設けた受板とこれに係合
する掛板を組として用いることにより構造が単純で少な
い部材により作業性のよい金物で接合することが可能で
ある。
The hollow of the first horizontal member is located at a position aligned with one side surface of the column, and when the second horizontal member is joined to this, the hook portion of the hanging plate locked with the pin in the slit is used. If it engages so as to be hooked on the receiving plate and is inserted and locked with a pin, it is possible to easily and firmly add and join. Further, even when a horizontal member such as a beam is joined in the direction perpendicular to the first horizontal member, the hook plate engaged with these members can be secured by engaging with the receiving plate of the first horizontal member and locking with a pin. Can be joined to. As described above, by using the receiving plate provided on the core member and the hanging plate that engages with the receiving plate as a set, it is possible to join with a metal having good workability with a simple structure and a small number of members.

【0014】[0014]

【実施例】実施例について図面を参照して説明する。図
3において、金物21で接合する構造材は予め工場で多
量に機械加工されるものである。1階の柱7はその上端
木口中心より芯材22下部を挿入する挿通孔23が軸方
向に穿設される。挿通孔23と直交方向にピン11を貫
挿するピン通孔24が貫通形成される。柱7上面には胴
差6の1端部下面がその木口を柱7の1側面と整合して
配設される。胴差6には柱7の挿通孔23と整合する挿
通孔23aが垂直に貫通形成され、その下部にピン通孔
24が設けられる。そして、挿通孔23aの中央部高さ
位置より上部は挿通孔の中心軸線より材軸方向の木口側
に切割溝26が切込まれる。この切割溝は胴差9を接合
するためのものである。更に、切割溝26とは直角内側
方に切割溝26aが切込まれる。この切割溝26aは梁
25を接合するためのものである。
EXAMPLES Examples will be described with reference to the drawings. In FIG. 3, a large amount of structural materials to be joined by the metal 21 are machined in advance in a factory. The pillar 7 on the first floor has an insertion hole 23 axially formed therein from which the lower part of the core material 22 is inserted from the center of the upper end of the pillar. A pin through hole 24 is formed to penetrate the pin 11 in a direction orthogonal to the through hole 23. A lower surface of one end of the body difference 6 is arranged on the upper surface of the pillar 7 such that its wood mouth is aligned with one side surface of the pillar 7. An insertion hole 23a which is aligned with the insertion hole 23 of the column 7 is vertically formed through the body difference 6, and a pin through hole 24 is provided in the lower portion thereof. Then, a slit groove 26 is cut above the central portion height position of the insertion hole 23a on the wood mouth side in the material axis direction with respect to the central axis of the insertion hole. This slit groove is for joining the body difference 9. Further, the slit groove 26a is cut inward at a right angle to the slit groove 26. The slit groove 26a is for joining the beam 25.

【0015】切割溝26とは直角外方に向って切込んだ
切割溝26bは図1の接合部Dに金物を使用する場合に
切込まれるものである。
The slit groove 26b cut out at a right angle to the slit groove 26 is a slit to be cut when a metal object is used for the joint portion D in FIG.

【0016】胴差6と接合する胴差9はその木口より材
軸方向に切割溝26cを設け、必要箇所にピン通孔24
を貫通形成する。このように胴差、梁、柱の仕口を機械
的に加工することにより多量生産に適し、軸組施工は金
物を配置したのちピンを打込むだけの簡略な作業で建前
が完了する。
The body difference 9 to be joined with the body difference 6 is provided with a slit groove 26c in the material axial direction from the wood mouth thereof, and the pin through hole 24 is formed at a necessary position.
To form a through hole. By mechanically processing the joints of the body difference, beams, and columns in this way, it is suitable for mass production, and the framing work is completed by a simple work of placing a metal object and then driving a pin.

【0017】本発明金物21は前記挿通孔に摺動自在に
挿入可能な丸棒乃至鋼管からなる芯材22を形成し、芯
材22の上下端部と中央下部とにはピン11が直交方向
に挿通可能な4個のピン孔18を各ピン通孔24と整合
するように穿設する。ピン孔18を各部位の周面方向に
等間隔に4個設けたのは芯材22を90°回動して使用
できるようにしたものである。
The metal fitting 21 of the present invention has a core member 22 made of a round rod or a steel pipe slidably inserted in the insertion hole, and pins 11 are provided in the upper and lower end portions of the core member 22 and the central lower portion in a direction orthogonal to each other. Four pin holes 18 that can be inserted into the pin holes 18 are formed so as to be aligned with the respective pin hole 24. The four pin holes 18 are provided at equal intervals in the circumferential direction of each part so that the core member 22 can be rotated by 90 ° and used.

【0018】胴差6の中央部高さより上側の芯材部分に
は起立部30と連結部31とからなるL字形状の接続受
板32が連結部基端で芯材の半径方向に固着される。起
立部30の下端縁は切割溝26の下端縁に載置され、起
立部の外側端縁は胴差6の木口面に整合させる。更に起
立部30の内側端縁は上側が外方に傾斜して接続掛板3
3を引掛け容易にさせている。
An L-shaped connection receiving plate 32 consisting of an upright portion 30 and a connecting portion 31 is fixed to the core portion above the height of the center of the body difference 6 in the radial direction of the core member at the base end of the connecting portion. It The lower end edge of the upright portion 30 is placed on the lower end edge of the slit groove 26, and the outer edge of the upright portion is aligned with the wood mouth surface of the body difference 6. Further, the inner end edge of the upright portion 30 is inclined outward so that the connection hanging plate 3
3 is easy to hook.

【0019】必要に応じ、芯材22より前記接続受板3
2とは直角両方向に接継受板32a,32bを設けるこ
とができる。この接継受板は図1の接合部Dに示す如く
胴差6の直角水平方向に梁25,25aを接合する場合
に使用するものである。
If necessary, the connection receiving plate 3 is inserted from the core 22.
The connecting and receiving plates 32a and 32b can be provided in both directions at right angles to 2. This joint receiving plate is used when joining the beams 25, 25a in the horizontal direction at right angles to the body difference 6 as shown in the joint portion D in FIG.

【0020】前記接続掛板33は上下2個のピン孔18
を有する矩形状の板部34の上部1側より逆L字形状の
フック部35を突設する。フック部35は受板32の連
結部31と起立部30に密接整合する形状に形成され、
板部34の内側端縁は起立部30の外側端縁に密接整合
するように形成される。この整合した起立部外側端縁と
板部34の内側端縁との対応位置には夫々半円状切欠3
7,38を設け、両者で形成する円形孔には、これに整
合する胴差6及び9の木口に設けた半円状切欠を介して
ピン11を貫挿する。このピン11の挿通係止により、
受板と掛板とは水平外力で壁枠20が変形して押揚力を
負荷しても不用意に位置移動をすることはない。更にフ
ック部35にはピン孔18を設けてピン11を挿通する
ことにより、受板32と掛板33との整合位置を外力に
より変位しないよういしている。
The connecting hook 33 has two upper and lower pin holes 18
An inverted L-shaped hook portion 35 is provided so as to project from the upper portion 1 side of the rectangular plate portion 34 having. The hook portion 35 is formed in a shape that closely matches the connecting portion 31 of the receiving plate 32 and the standing portion 30,
The inner edge of the plate portion 34 is formed so as to closely align with the outer edge of the rising portion 30. Semicircular cutouts 3 are formed at corresponding positions of the outer edge of the raised portion and the inner edge of the plate portion 34 which are aligned with each other.
7 and 38 are provided, and the pin 11 is inserted into the circular hole formed by both through a semicircular cutout provided at the mouth of the body differences 6 and 9. By inserting and locking this pin 11,
The receiving plate and the hanging plate do not inadvertently move their positions even when the wall frame 20 is deformed by a horizontal external force and a lifting force is applied. Further, the hook portion 35 is provided with the pin hole 18 and the pin 11 is inserted therethrough, so that the alignment position of the receiving plate 32 and the hanging plate 33 is prevented from being displaced by an external force.

【0021】軸組施工においては、先ず、胴差6に金物
21を装着し、ピン11で係止したのち、クレーンで吊
り揚げる。そして、前以って、起立した下階側柱7の挿
通孔23に胴差6より下方へ突出した芯材下部を挿入し
てピン11で係止接合する。それから、他方の胴差9の
切割溝26cに予め接続掛板33を挿入して2個のピン
11で係止し、これをクレーンで吊り揚げ、フック部3
5を胴差6の切割溝26に挿入しながら受板32に引掛
ける。そしてフック部のピン孔18にピン11を貫挿す
ると共に、半円状の切欠37,38からなるピン孔にピ
ン11を貫挿して胴差9を係止接合する。その後、胴差
6より上方に突出した芯材上部に上階側柱8下部を介装
起立してピン11により係止接合する。更に、接合部D
の部分では受板32a,32bに直角方向の梁25,2
5aを掛板を介してピンで係止接合することもできる。
In the frame construction, first, the metal piece 21 is attached to the barrel difference 6, locked by the pin 11, and then lifted by the crane. Then, in advance, the lower portion of the core material protruding downward from the body difference 6 is inserted into the insertion hole 23 of the upright lower-side pillar 7, and the pin 11 is engaged and joined. Then, the connecting hanging plate 33 is previously inserted into the slit groove 26c of the other body difference 9 and locked by the two pins 11, which is lifted by the crane, and the hook portion 3
5 is inserted into the cut groove 26 of the body difference 6 and hooked on the receiving plate 32. Then, the pin 11 is inserted into the pin hole 18 of the hook portion, and the pin 11 is inserted into the pin hole formed by the semicircular cutouts 37 and 38 to lock and join the barrel difference 9. After that, the lower part of the upper-side pillar 8 is erected on the upper part of the core material projecting upward from the body difference 6 and is locked and joined by the pin 11. Furthermore, the joint D
In the part of the beam 25,
5a can be locked and joined by a pin via a hanging plate.

【0022】図4は大形の胴差6a,9aを用いたと
き、金物21aを使用した場合を示すものである。該金
物21aは接続掛板33aの板部34下端縁より水平に
折曲した支持部40を設けたもので、その他の構成は金
物21と全く同一のものである。この接続掛板33aを
用いるときは接合しようとする胴差9aの木口下部に切
欠41を設ける。そして、支持部40は重量のある胴差
9aを支承すると共に壁枠20の装着に支障を与えるこ
とがない。
FIG. 4 shows the case in which the metal piece 21a is used when the large body differences 6a and 9a are used. The metal piece 21a is provided with a support portion 40 which is bent horizontally from the lower end edge of the plate portion 34 of the connection hanging plate 33a, and other configurations are exactly the same as those of the metal piece 21. When using this connecting hook plate 33a, a notch 41 is provided at the bottom of the mouth of the body difference 9a to be joined. The support portion 40 supports the heavy body difference 9a and does not hinder the mounting of the wall frame 20.

【0023】[0023]

【効果】以上の如き本発明は以下に説明するような効果
を奏する。
[Effect] The present invention as described above has the following effects.

【0024】上下階の柱間に介在させた胴差などの横架
材を接合する1個の芯材金物には接続板としての受板を
固設し、受板には掛板を引掛けるように配設することに
より、横架材の柱の1側面木口より材軸方向に次の横架
材を接合するときは、継手金物を用いる必要がなく前記
1組の金物で接合できるので、軸組作業の手間と作業日
時とを大幅に短縮することが可能である。
A receiving plate as a connecting plate is fixedly attached to one core metal member for joining a horizontal member such as a body difference interposed between columns on the upper and lower floors, and a hanging plate is hooked on the receiving plate. By arranging as described above, when joining the next horizontal member in the material axis direction from the one side surface opening of the pillar of the horizontal member, it is not necessary to use a joint metal member, and it is possible to bond with the one set of metal members, It is possible to significantly reduce the time and labor required for the frame work.

【0025】更に、前記横架材の材軸方向に横架材を継
ぎ足し接合する受板とは直角方向に受板を配置して芯材
に固設するときは梁受金物を更に用いることなく横架材
に対して梁材などの横架材を直角方向に1個の金物で接
合することが可能である。これにより、金物の使用数を
格段に省略すると共に作業手間と作業日数を短縮するこ
とができる。
Further, when the receiving plate is arranged at a right angle to the receiving plate joining and joining the horizontal members in the axial direction of the horizontal member and fixed to the core member, the beam receiving member is not used further. It is possible to join a horizontal member such as a beam member to the horizontal member in a direction perpendicular to the horizontal member with a single metal object. As a result, it is possible to significantly reduce the number of pieces of metal used and reduce the labor and the number of working days.

【0026】更に建築構造材である柱や胴差梁などの横
架材の仕口に設ける挿通孔,ピン通孔,切割溝は工場で
多量に加工したものより選択して現場に搬入するので専
門作業員の現場での仕口加工を必要とすることなく軸組
作業を容易簡略に行なうことが可能である。
Furthermore, the insertion holes, pin holes, and slits provided in the joints of horizontal members such as columns and barrel beams, which are building structural materials, are selected from those processed in large quantities at the factory and carried into the site. It is possible to easily and simply carry out the frame work without the need for the processing of the joint on-site by a specialized worker.

【0027】接合される横架材の仕口に設ける受板用切
割溝は横架の中央部高さ位置より上側に設けることによ
り欠損を生ずることなく強度性と耐久性のある仕口加工
をなすことができる。
The receiving plate slit groove provided in the joint of the horizontal members to be joined is provided above the height position of the central portion of the horizontal member so that the joint can be processed with strength and durability without causing damage. You can do it.

【0028】本発明の金物はすべて、構造材中に埋設さ
れるものであって、柱,梁,胴差の外面に突出する部分
がなく、これにより構造材に密接に嵌合配設する壁枠の
取付け作業に支障を来たさない有益な効果を奏する。
All of the metal fittings of the present invention are embedded in a structural material, and there is no portion projecting to the outer surface of a pillar, a beam, or a body gap, whereby a wall closely fitted to the structural material is arranged. It has the beneficial effect of not hindering the frame installation work.

【図面の簡単な説明】[Brief description of drawings]

【図1】木造2階建小屋軸組を施工した状態を示す斜視
図である。
FIG. 1 is a perspective view showing a state in which a wooden two-story shed framework is installed.

【図2】柱と横架材を接合するための従来の構造用金物
の斜視図である。
FIG. 2 is a perspective view of a conventional structural metal article for joining a column and a horizontal member.

【図3】本発明の構造用金物を用いて柱と横架材を接合
する状態を示す斜視図である。
FIG. 3 is a perspective view showing a state in which a pillar and a horizontal member are joined using the structural metal article of the present invention.

【図4】本発明に係る構造用金物の他の実施例の斜視図
である。
FIG. 4 is a perspective view of another embodiment of the structural hardware according to the present invention.

【符号の説明】[Explanation of symbols]

A,B,C 構造材の接合部 1,4,5 梁 2,3,7,8 柱 6,9 胴差 10,21 金物 11 ピン 12,22 芯材 13,40 支持部 14 基板 15 接続板 16,26a,26b 切割溝 18 ピン孔 20 壁枠 23,23a 挿通孔 24 ピン通孔 28 ピン 33,33a 接続掛板 41 切欠 A, B, C Joints of structural materials 1, 4, 5 Beams 2, 3, 7, 8 Pillars 6, 9 Body difference 10, 21 Hardware 11 Pins 12, 22 Core material 13, 40 Support portion 14 Substrate 15 Connection plate 16, 26a, 26b Cut groove 18 Pin hole 20 Wall frame 23, 23a Insertion hole 24 Pin through hole 28 Pin 33, 33a Connection hook plate 41 Notch

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 建築構造材である柱や横架材の仕口には
予め金物の配設係止する挿通孔,ピン通孔,切割溝を形
成し、前記仕口に配設する金物は細長い棒状乃至筒形状
の芯材を形成し、芯材の上下端部と中央下部とにはピン
を貫通するピン孔を穿設し、横架材の中央部高さ位置よ
り上側の芯材部分にはL字形状の接続受板を固設し、接
続受板に引掛けるように係合する接続掛板はピン孔を有
する方形の板部と板部の1側上部よりフック部を設けた
構成とされ、ピンで構造材と金物とを係止接合するよう
にした木造建築物の構造用金物。
1. An insertion hole, a pin through hole, and a slit groove for disposing and locking a metal object are previously formed in a joint of a pillar or a horizontal member which is a building structure material, and the metal object disposed in the joint is An elongated rod-shaped or tubular core material is formed, and pin holes penetrating pins are formed in the upper and lower end portions and the center lower portion of the core material, and the core material portion above the height position of the center portion of the horizontal member. An L-shaped connection support plate is fixedly provided on the connection support plate, and the connection support plate engaging with the connection support plate is provided with a rectangular plate portion having a pin hole and a hook portion from one side upper portion of the plate portion. A structural hardware for a wooden building that has a structure in which a structural material and a hardware are joined together by a pin.
JP29215292A 1992-10-06 1992-10-06 Structural fitting for wooden architecture Pending JPH06117022A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29215292A JPH06117022A (en) 1992-10-06 1992-10-06 Structural fitting for wooden architecture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29215292A JPH06117022A (en) 1992-10-06 1992-10-06 Structural fitting for wooden architecture

Publications (1)

Publication Number Publication Date
JPH06117022A true JPH06117022A (en) 1994-04-26

Family

ID=17778218

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29215292A Pending JPH06117022A (en) 1992-10-06 1992-10-06 Structural fitting for wooden architecture

Country Status (1)

Country Link
JP (1) JPH06117022A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108678179A (en) * 2018-05-17 2018-10-19 福建省惠东建筑工程有限公司 A kind of prefabricated buildings

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108678179A (en) * 2018-05-17 2018-10-19 福建省惠东建筑工程有限公司 A kind of prefabricated buildings

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