JPH08177131A - Framework joint metal fitting of building and framework structure using the metal fitting - Google Patents

Framework joint metal fitting of building and framework structure using the metal fitting

Info

Publication number
JPH08177131A
JPH08177131A JP33517094A JP33517094A JPH08177131A JP H08177131 A JPH08177131 A JP H08177131A JP 33517094 A JP33517094 A JP 33517094A JP 33517094 A JP33517094 A JP 33517094A JP H08177131 A JPH08177131 A JP H08177131A
Authority
JP
Japan
Prior art keywords
bolt
hexagonal
metal
hexagonal bolt
hexagon
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.)
Granted
Application number
JP33517094A
Other languages
Japanese (ja)
Other versions
JP3312290B2 (en
Inventor
Fumiyoshi Sugimoto
文義 杉本
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.)
SUGIMOTO KENCHIKU KENKYUSHO KK
Sugimoto Kenchiku Kenkyusho KK
Original Assignee
SUGIMOTO KENCHIKU KENKYUSHO KK
Sugimoto Kenchiku 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 SUGIMOTO KENCHIKU KENKYUSHO KK, Sugimoto Kenchiku Kenkyusho KK filed Critical SUGIMOTO KENCHIKU KENKYUSHO KK
Priority to JP33517094A priority Critical patent/JP3312290B2/en
Publication of JPH08177131A publication Critical patent/JPH08177131A/en
Application granted granted Critical
Publication of JP3312290B2 publication Critical patent/JP3312290B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE: To exercise an excellent effect as to the design, and improve the workability, by installing a hexagonal bolt projected from the upper side surface of a base, to a pillar, and holding and locking the hexagonal bolt by a lateral insert metal fitting. CONSTITUTION: To a brace inserting hole 12 provided on a base 1, the pivot 9b of a brace is inserted, and a substrate 9a is inserted to the recess 1a of the base 1 and fixed. Then, a hexagonal bolt 7 is pivoted to the pivot 9b, and projected from the upper side surface of the base 1. Then, the hexagonal bolt 7 is inserted to a hexagonal bolt insert hole 13 provided to a pillar 2 by placing a hexagonal nut 16 and a washer 17, and the pillar 2 is erected on the upper side surface of the base 1. After that, a lateral insert metal fitting 8 is inserted to the lateral insert metal fitting insert hole 14 of the pillar 2, and the band form recess 7b of the hexagonal bolt 7 is held and locked by the two locking pieces 8b of the lateral insert metal fitting 8. And the pillar 2 is pulled to the base 1 and fastened by rotating the hexagonal bolt 16.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、主に木造建築物にお
いて、その軸組材同士を接合するための軸組接合金具及
びこれを使用した軸組構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a frame joining member for joining frame members together in a wooden building and a frame structure using the same.

【0002】[0002]

【従来の技術】従来、例えば図1乃至図4に示すよう
に、土台1と柱2、胴差3と柱2、及び桁あるいは胴差
3と床梁4(あるいは小屋梁)等、軸組材同士を接合す
る場合は、主にT字金物やホールダウン金物、箱金物5
あるいは羽子板ボルト6等を使用していた。
2. Description of the Related Art Conventionally, as shown in FIGS. 1 to 4, for example, a base 1 and a pillar 2, a body difference 3 and a pillar 2, and a girder or a body difference 3 and a floor beam 4 (or a shed beam), etc. When joining materials, mainly T-shaped hardware, hole-down hardware, and box hardware 5
Alternatively, a battledore bolt 6 or the like was used.

【0003】[0003]

【発明が解決しようとする課題】ところで、前記従来の
金物を使用した接合では、特別強度的には問題はない
が、合板や石膏ボード等の仕上材の施工時、あるいは断
熱材等を充填する際に障害となり、意匠的にも多くの問
題を抱えていた。
By the way, the above-mentioned conventional joining using a metal has no problem in terms of special strength, but at the time of construction of a finishing material such as plywood or gypsum board, or filling with a heat insulating material or the like. It became an obstacle at the time, and had many problems in terms of design.

【0004】この発明は前記事情に鑑み開発されたもの
で、仕上材等の施工性が良く、一種類の金具によって軸
組の各接合部の接合を可能にする建築物の接合金具及び
これを使用した軸組構造を提供することを目的としてい
る。
The present invention has been developed in view of the above circumstances, and has good workability for finishing materials and the like, and a construction joint fitting for a building that enables joining of joint portions of a frame with one kind of fitting. It is intended to provide the framework structure used.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
にこの発明では、一端部をねじ切りし、他端部寄りに周
側面を巻く帯状凹部を設けた六角ボルトと、内周面に前
記六角ボルトを枢着するためのねじ切りをした筒体を有
する受金物と、基板に間隔を有して2本の係止片を突設
し、この係止間において六角ボルトの前記帯状凹部を挾
持するように形成した横差金物と、六角ボルトを挿着す
るための六角孔を有する六角ナットからなる接合金具を
形成したものであり、さらにこの接合金具を使用して軸
組材を接合し軸組を形成したものである。
In order to achieve the above object, according to the present invention, a hexagonal bolt having a strip-shaped recess having one end threaded and a circumferential side surface wound around the other end, and the hexagonal bolt on the inner peripheral surface are provided. A metal receiving object having a threaded cylindrical body for pivotally mounting a bolt and two locking pieces projectingly provided on a base plate with a space therebetween, and the band-shaped recess of the hexagonal bolt is held between the locking pieces. The metal fittings formed in this way and the hexagonal nuts with hexagonal holes for inserting hexagonal bolts are used to form the joint fittings. Is formed.

【0006】[0006]

【実施例】以下、図示する実施例に基づいて説明する。
図5は本発明の接合金具を示すもので、7は六角ボル
ト、8は横差金物、9は土台1と柱2等、一方向接合用
の受金物、10は胴差3と柱2等、二方向接合用の受金
物、11は六角ナットである。
Embodiments will be described below based on illustrated embodiments.
FIG. 5 shows a metal fitting of the present invention, 7 is a hexagonal bolt, 8 is a horizontal metal fitting, 9 is a base 1 and a pillar 2, etc., a receiving material for one-way bonding, 10 is a body difference 3 and a pillar 2, etc. , A bidirectional joint receiving member, and 11 a hexagon nut.

【0007】六角ボルト7は六角柱状の一端部をねじ切
りし、他端部寄りには周側面を巻く帯状凹部7aを形成
し、上端部には六角形状の頭部7bを設けたものであ
る。
The hexagonal bolt 7 is formed by threading one end of a hexagonal column, forming a band-shaped recess 7a around the other end near the other end, and providing a hexagonal head 7b at the upper end.

【0008】横差金物8は円板状の基板8aの裏面に間
隔を有して2本の細長状の係止片8b、8bを突設し、
係止片8b、8bはその基端部においてU字状に連続さ
れた構成からなっている。
The horizontal difference piece 8 has two elongated locking pieces 8b, 8b protruding from the back surface of a disk-shaped substrate 8a with a space therebetween.
The locking pieces 8b and 8b have a U-shaped continuous structure at their base ends.

【0009】一方向接合用の受金物9は、正方形板状の
基板9aの表面中央に円筒体状の枢着部9bを突設した
もので、枢着部9bの内周面には前記六角ボルトを枢着
するためのねじ切りがなされている。
The receiving member 9 for one-way joining is formed by projecting a cylindrical pivoting portion 9b in the center of the surface of a square plate-shaped substrate 9a, and the hexagonal shape is formed on the inner peripheral surface of the pivoting portion 9b. Threaded to pivotally attach the bolt.

【0010】二方向接合用の受金物10は、円筒体状の
内周面にねじ切りがなされたものである。
The receiving member 10 for bidirectional joining has a cylindrical inner peripheral surface with a thread cut.

【0011】六角ナット11は六角板状の中心部に前記
六角ボルト7を挿着する六角形孔11aを設けたもので
ある。次いで、以上の接合金具を使用して軸組材を接合
した実施例を以下に示す。
The hexagonal nut 11 is provided with a hexagonal hole 11a into which the hexagonal bolt 7 is inserted and which is provided at the center of a hexagonal plate. Next, an example in which the frame members are joined using the above-described joining fittings will be shown below.

【0012】図6、図7は土台1と柱2の接合の実施例
を示すものである。この実施例においては、土台1の中
間部における柱接合位置の中心に、一方向接合用の受金
物9の枢着部9bを挿着するための受金物挿着孔12を
貫通させ、土台1の下側面を受金物9の基板9aの大き
さに略等しく切り欠いて凹部1aを形成し、前記受金物
挿着孔12に枢着部9aを挿着し、かつ凹部1aに基板
9aを挿入して、基板9aの四隅部分に釘あるいはビス
止めし、枢着部9aが上方に開口するように一方向接合
用の受金物9を土台1に固定してある。さらに六角ボル
ト7を枢着部9aに枢着し、土台1の上側面より突出せ
しめている。
6 and 7 show an embodiment of joining the base 1 and the pillar 2. In this embodiment, the metal receiving material insertion hole 12 for inserting the pivotally attaching portion 9b of the metal receiving material 9 for one-way connection is passed through the center of the column connecting position in the middle portion of the base 1 to make the base 1 The lower side surface is cut out so as to have a size substantially the same as the size of the substrate 9a of the receiving object 9 to form a recessed portion 1a, the pivotal attachment portion 9a is inserted into the receiving object insertion hole 12, and the substrate 9a is inserted into the recessed portion 1a. Then, nails or screws are fixed to the four corners of the substrate 9a, and the unidirectionally-bonded receiving member 9 is fixed to the base 1 so that the pivotally-attached portion 9a opens upward. Further, the hexagon bolt 7 is pivotally attached to the pivot attachment portion 9a so as to project from the upper side surface of the base 1.

【0013】一方、柱2の接合下端面の中心から上方に
向け六角ボルト挿着孔13を穿設し、さらに柱2の一側
面において、六角ボルト7の帯状凹部7aに対応する高
さ位置に前記六角ボルト挿着孔13に直交し、かつ反対
側面に貫通する横方向の横差金物挿着孔14が穿設して
ある。また柱2の接合下端面には同一大きさの正方形状
でかつ中心に前記六角ボルト挿着孔13と等しい孔15
aを穿設した正円状のプレート15を釘等で取付けてあ
る。
On the other hand, a hexagonal bolt insertion hole 13 is bored upward from the center of the joint lower end surface of the pillar 2, and further, on one side surface of the pillar 2, at a height position corresponding to the band-shaped recess 7a of the hexagonal bolt 7. A lateral difference metal insertion hole 14 is formed in the lateral direction orthogonal to the hexagon bolt insertion hole 13 and penetrating the opposite side surface. A hole 15 having a square shape of the same size and having the same size as the hexagonal bolt insertion hole 13 at the center is formed on the lower end surface of the pillar 2 to be joined.
A circular plate 15 having a formed therein is attached by a nail or the like.

【0014】上記構成からなる柱2の六角ボルト挿着孔
13に、六角孔16aを有する六角ナット16及び座金
17を介在して土台1より上方に突設した六角ボルト7
を挿着し、柱2を土台1の上側面に起立せしめ、さらに
横差金物8を柱2の横差金物挿着孔14に挿着すること
によって、その2本の係止片8b、8bは六角ボルト7
の帯状凹部7aを挾持して係止し、六角ナット16部分
をレンチ等の工具でもって回転させることによって六角
ボルト7を回転させて柱2を土台1に引きつけ緊結し、
さらに横差金物挿着孔12における横差金物8の挿着側
面と反対側面の開口部分に裏蓋18を取付けて土台1に
柱2を接合してなるものである。
A hexagonal bolt 7 projecting above the base 1 with a hexagonal nut 16 having a hexagonal hole 16a and a washer 17 interposed in the hexagonal bolt insertion hole 13 of the pillar 2 having the above-mentioned structure.
The pillar 2 is erected on the upper side surface of the base 1, and the horizontal difference piece 8 is further inserted into the horizontal difference piece insertion hole 14 of the pillar 2 so that the two locking pieces 8b, 8b. Is a hexagon bolt 7
Holding and locking the band-shaped recess 7a, and rotating the hexagon nut 16 portion with a tool such as a wrench to rotate the hexagon bolt 7 to pull the column 2 to the base 1 and tightly bind it.
Further, the back cover 18 is attached to the opening portion of the lateral difference metal insertion hole 12 on the side surface opposite to the side surface on which the lateral difference metal object 8 is inserted, and the pillar 2 is joined to the base 1.

【0015】図8、図9は胴差3の上下に柱2を接合し
た実施例を示すものである。この実施例では、胴差3の
中間部側面、柱取付け位置の中心に上下に貫通する受金
物挿着孔12を穿設し、この受金物挿着孔12に二方向
接合用の受金物10を挿着し、さらに受金物10に上、
下方向のそれぞれから六角ボルト7を枢着し、胴差3の
上、下面より所要長さ突出せしめてある。
FIGS. 8 and 9 show an embodiment in which the columns 2 are joined to the upper and lower sides of the body difference 3. In this embodiment, a receiving object insertion hole 12 is formed vertically through the side surface of the middle portion of the body difference 3 and at the center of the column mounting position, and the receiving object 10 for bidirectional joining is inserted into the receiving object insertion hole 12. Insert it, and then on the receiving item 10,
Hexagon bolts 7 are pivotally attached from the respective lower sides, and the required lengths are projected from the upper and lower surfaces of the body difference 3.

【0016】一方、胴差3の上部に接合すべき柱2の下
端面の中心と、下部に接合すべき柱2の上端面の中心に
それぞれ六角ボルト挿着孔13を穿設し、さらに柱2の
一側面において、六角ボルト7の帯状凹部7aに対応す
る高さ位置に、反対側面に貫通しかつ前記六角ボルト挿
着孔13に交差する横方向の横差金物挿着孔14を穿設
してあり、また上部柱2の下端部と下部柱2の上端部
に、それぞれに前記正方形状のプレート15を釘等で取
付けてある。
On the other hand, hexagonal bolt insertion holes 13 are formed at the center of the lower end surface of the column 2 to be joined to the upper part of the body difference 3 and at the center of the upper end surface of the column 2 to be joined to the lower part, respectively. On one side surface of the second hexagonal bolt 7, a lateral lateral metal insertion hole 14 is formed at a height position corresponding to the strip-shaped recess 7a of the hexagonal bolt 7 so as to penetrate the opposite side surface and intersect the hexagonal bolt insertion hole 13. The square plate 15 is attached to each of the lower end of the upper column 2 and the upper end of the lower column 2 by a nail or the like.

【0017】上記構成からなる上、下柱2、2のそれぞ
れの六角ボルト挿着孔13に、六角ナット16及び座金
17を介在して胴差3より上方及び下方に突設した六角
ボルト7を挿着し、柱2、2を胴差3の上、下側面に取
付け、さらに横差金物8を上、下柱2、2のそれぞれの
横差金物挿着孔12に挿着することによって、その2本
の係止片8b、8bは六角ボルト7の帯状凹部7aを挾
持して係止し、六角ナット16部分をレンチ等の工具で
もって回転させることによって六角ボルトを回転させ
上、下柱2、2を胴差3に引きつけ緊結し、横差金物挿
着孔14における横差金物8の挿着側面と反対側面の開
口部分に裏蓋18を取付けて胴差3と上、下柱2、2を
接合してなるものである。
The hexagonal bolts 7 having the above-described structure are provided in the hexagonal bolt insertion holes 13 of each of the upper and lower columns 2 and 2 so as to project above and below the body difference 3 with a hexagonal nut 16 and a washer 17 interposed. By inserting and attaching the pillars 2 and 2 to the upper and lower side surfaces of the body difference 3, and further inserting the lateral difference metal article 8 into the respective lateral difference metal article insertion holes 12 of the upper and lower pillars 2 and 2, The two locking pieces 8b and 8b hold and lock the strip-shaped recess 7a of the hexagon bolt 7 and rotate the hexagon nut 16 with a tool such as a wrench to rotate the hexagon bolt. 2 and 2 are attracted and tightly connected to the body difference 3, and the back cover 18 is attached to the opening portion of the side difference metal insertion hole 14 on the side opposite to the side where the side difference metal 8 is inserted, and the body difference 3 and the upper and lower columns 2 are attached. It is formed by joining two.

【0018】図10、図11は桁19(又は胴差)と小
屋梁20(又は床梁)の接合の実施例を示すものであ
る。この実施例においては、桁19の中間部側面におけ
る小屋梁接合位置の中心に、一方向接合用の受金物9の
枢着部9bを挿着するための受金物挿着孔12を貫通さ
せ、この受金物挿着孔12を中心として、桁19の外側
面を受金物9の基板9aの大きさに切り欠いて凹部19
aを形成し、前記受金物挿着孔12に受金物9の枢着部
9bを挿着し、かつ凹部19aに基板9aを挿入して、
基板9aの四隅部分に釘あるいはビス止めし、枢着部9
bが室内側横方向に開口するように受金物9を桁19に
固定してある。さらに六角ボルト7を枢着部9aに枢着
し、桁19の横方向側面より突出せしめている。
10 and 11 show an embodiment of joining the girder 19 (or body difference) and the shed beam 20 (or floor beam). In this embodiment, a metal receiving material insertion hole 12 for inserting the pivotal attachment portion 9b of the metal receiving object 9 for one-way connection is inserted through the center of the roof beam connecting position on the side surface of the middle portion of the girder 19, The outer surface of the girder 19 is cut out to the size of the substrate 9a of the receiving object 9 with the receiving object insertion hole 12 as the center, and the recess 19 is formed.
a is formed, the pivotal attachment portion 9b of the receiving article 9 is inserted into the receiving article insertion hole 12, and the substrate 9a is inserted into the recess 19a.
The four corners of the board 9a are fastened with nails or screws,
The receiving object 9 is fixed to the girder 19 so that b is opened in the lateral direction on the indoor side. Further, the hexagon bolt 7 is pivotally attached to the pivot attachment portion 9a so as to project from the lateral side surface of the girder 19.

【0019】一方、小屋梁20の接合端面の中心から長
さ方向に向けて六角ボルト挿着孔13を穿設し、さらに
小屋梁20の一側面において、六角ボルト凹部7aに対
応する位置に反対側面に貫通しかつ前記六角ボルト挿着
孔13に交差する横差金物挿着孔14を穿設してある。
また小屋梁20の接合端面には、この接合端面と同一大
きさでかつ中心に前記六角ボルト挿着孔13と等しい孔
15aを穿設したプレート15を釘等で取付けてある。
On the other hand, a hexagonal bolt insertion hole 13 is bored from the center of the joint end face of the shed beam 20 in the longitudinal direction, and further, on one side surface of the shed beam 20, opposite to the position corresponding to the hexagonal bolt recess 7a. A lateral difference metal insertion hole 14 is formed which penetrates the side surface and intersects with the hexagon bolt insertion hole 13.
A plate 15 having the same size as the joint end face and having a hole 15a equal to the hexagonal bolt insertion hole 13 at the center is attached to the joint end face of the roof beam 20 with nails or the like.

【0020】上記構成からなる小屋梁20の六角ボルト
挿着孔13に、六角孔16aを有する六角ナット16及
び座金17を介在して桁19より室内側横方向に突設し
た六角ボルト7を挿着し、小屋梁20を桁19の横側面
に取付け、さらに横差金物8を小屋梁20の横差金物挿
着孔14に挿着することによって、その2本の係止片8
b、8bが六角ボルト7の帯状凹部7aを挾持して係止
し、六角ナット16部分をレンチ等の工具でもって回転
させることによって小屋梁20を桁19に引きつけ緊結
して接合し、さらに横差金物挿着孔14の横差金物挿着
側面と反対側面に開口する裏蓋18を取付けて小屋梁2
0を桁19に接合してなるものである。
The hexagonal bolt 7 having the above structure is inserted into the hexagonal bolt insertion hole 13 through the hexagonal nut 16 having the hexagonal hole 16a and the washer 17 so as to project from the girder 19 in the lateral direction of the room. Then, the hut beam 20 is attached to the lateral side surface of the girder 19, and the lateral difference piece 8 is further inserted into the lateral difference piece insertion hole 14 of the hut beam 20, so that the two locking pieces 8 are attached.
b and 8b hold and lock the strip-shaped recess 7a of the hexagonal bolt 7, and the hexagonal nut 16 is rotated by a tool such as a wrench to draw the shed beam 20 to the girder 19 and tightly connect it to each other. Attach the back cover 18 that opens to the side opposite to the side for inserting the metal difference insertion hole 14 and the side surface for inserting the metal difference insertion hole 14.
It is formed by joining 0s to the digits 19.

【0021】図12、図13は柱2と土台1と筋かい2
1を接合する実施例を示すものである。この実施例にお
いては、土台1の中間部側面における柱接合位置の中心
に一方向接合用の受金物9の枢着部9bを挿着するため
の受金物挿着孔12を貫通させ、この受金物挿着孔12
を中心として土台1の下側面を受金物9の基板9aの大
きさに略等しく切り欠いて凹部1aを形成し、前記受金
物挿着孔12に受金物9の枢着部9bを挿着し、かつ凹
部1aに基板9aを嵌合して、基板9aの四隅部分に釘
あるいはビス止めし、枢着部9bが上方に開口するよう
に受金物9を土台1に固定してある。さらに六角ボルト
7を枢着部9bに枢着し、土台1の上側面より突出せし
めてある。
12 and 13 show the pillar 2, the base 1 and the braces 2.
1 shows an example in which 1 is joined. In this embodiment, a receiving material insertion hole 12 for inserting the pivotally attaching portion 9b of the receiving object 9 for one-way joining is made to penetrate through the center of the column joining position on the side surface of the intermediate portion of the base 1, and this receiving portion is inserted. Hardware insertion hole 12
The bottom surface of the base 1 is cut out to have a size substantially equal to the size of the substrate 9a of the receiving object 9 to form a recess 1a, and the pivotally attaching portion 9b of the receiving object 9 is inserted into the receiving object insertion hole 12. In addition, the board 9a is fitted in the recess 1a, nails or screws are fixed to the four corners of the board 9a, and the metal receiving object 9 is fixed to the base 1 so that the pivotally connecting part 9b opens upward. Further, the hexagon bolt 7 is pivotally attached to the pivot attachment portion 9b so as to project from the upper side surface of the base 1.

【0022】一方、柱2の下端面の中心から上方に向け
六角ボルト挿着孔13を穿設し、さらに柱2の一側面に
おいて、六角ボルト7の帯状凹部に対応する高さ位置に
反対側面に貫通しかつ前記六角ボルト挿着孔13に交差
する横差金物挿着孔14を穿設し、また柱2の接合下端
面からは接合すべき土台1の長手方向に向きかつ六角ボ
ルト挿着孔13を通る筋かい接合金物取付用のスリット
2aを設けてある。
On the other hand, a hexagonal bolt insertion hole 13 is bored upward from the center of the lower end surface of the pillar 2, and one side surface of the pillar 2 is opposite to the height position corresponding to the band-shaped recess of the hexagonal bolt 7. And a hexagonal bolt insertion hole 14 which penetrates the hexagonal bolt and intersects with the hexagonal bolt insertion hole 13, and which is oriented from the lower end surface of the pillar 2 in the longitudinal direction of the base 1 to be joined and which is fitted with the hexagonal bolt. A slit 2a for attaching a bracing joint metal fitting passing through the hole 13 is provided.

【0023】22は筋かい接合金物を示すものである。
この筋かい接合金物22は図12に示すように正方形の
基板22aの中心に六角ボルト7よりやや短い円筒状の
六角ボルト挿着部22bを起立せしめ、この六角ボルト
挿着部22bの内部には基板22aをも貫通する六角ボ
ルト挿着孔22cを設けたものであり、さらに六角ボル
ト挿着部22bの周側面には左右対向的に五角形板状の
筋かい取付部22dを突設し、筋かい取付部22dには
ボルト孔22eを穿設した構成からなっている。
Reference numeral 22 indicates a bracing metal fitting.
As shown in FIG. 12, this bracing member 22 has a cylindrical hexagonal bolt insertion portion 22b which is slightly shorter than the hexagonal bolt 7 and stands upright in the center of the square substrate 22a. A hexagonal bolt insertion hole 22c that also penetrates through the board 22a is provided, and a pentagonal plate-shaped bracing attachment portion 22d is provided on the peripheral side surface of the hexagonal bolt insertion portion 22b so as to be opposed to each other. The paddle mounting portion 22d has a structure in which a bolt hole 22e is formed.

【0024】上記構成からなる筋かい接合金物22を、
その六角ボルト挿着部22b部分を柱2の六角ボルト挿
着孔13部分に、そして筋かい取付部22dを柱2のス
リット2a部分に挿着し、基板22b部分を柱2の端面
において釘等で固定してある。
The bracing member 22 having the above structure is
The hexagonal bolt insertion portion 22b is inserted into the hexagonal bolt insertion hole 13 portion of the pillar 2, and the brace attachment portion 22d is inserted into the slit 2a portion of the pillar 2, and the base plate 22b portion is attached to the end surface of the pillar 2 with nails or the like. It is fixed at.

【0025】一方、柱2の前記筋かい接合金物22の六
角ボルト挿着孔22cに、六角ナット16及び座金17
を介在して土台1より上方に突設した六角ボルト7を挿
着し、柱2を土台1の上側面に起立せしめ、さらに横差
金物8を柱2の横差金物挿着孔14に挿着することによ
って、その2本の係止片8b、8bが六角ボルト7の帯
状凹部7aを挾持して係止し、さらに六角ナット16部
分をレンチ等の工具でもって回転させることにより柱2
を土台1に引きつけ緊結し、また横差金物挿着孔14に
おける横差金物8の挿着側面と反対側面の開口部分に裏
蓋18を取付けて土台1に柱2を接合してなる。さらに
丸鋼等による筋かい21を、筋かい接合プレート23を
介して筋かい接合金物22のボルト孔22eにボルトを
枢着し、筋かい21を柱2、2間に緊張してなるもので
ある。
On the other hand, the hexagonal nut 16 and the washer 17 are inserted into the hexagonal bolt insertion holes 22c of the bracing member 22 of the pillar 2.
The hexagon bolt 7 protruding from the base 1 with the interposition of the base 1 is inserted and the pillar 2 is erected on the upper side surface of the base 1, and the horizontal difference piece 8 is inserted into the horizontal difference piece insertion hole 14 of the pillar 2. The two locking pieces 8b, 8b hold the strip-shaped recess 7a of the hexagonal bolt 7 to hold it, and the hexagonal nut 16 is rotated with a tool such as a wrench to attach the column 2 to the column 2
Is attached to the base 1 to be tightly connected thereto, and the back cover 18 is attached to the opening portion of the lateral difference metal insertion hole 14 on the side opposite to the side where the horizontal difference metal 8 is inserted, and the pillar 2 is joined to the base 1. Further, a brace 21 made of round steel or the like is pivotally attached to a bolt hole 22e of a brace joint metal 22 via a brace joint plate 23, and the brace 21 is tensioned between the columns 2 and 2. is there.

【0026】[0026]

【発明の効果】以上、この発明は接合金具を軸組材内部
に仕込み露出させないため、仕上材あるいは断熱材等の
施工性が良好で、また意匠的にも優れた効果を発揮す
る。さらに基本的には一種類の接合金具でもって、土台
と柱、胴差と柱及び桁あるいは床梁等、各部位の軸組材
同士を確実に接合できるという汎用性を有している。
As described above, according to the present invention, since the joining metal fitting is charged into the interior of the frame assembly and is not exposed, the workability of the finishing material or the heat insulating material is good and the design is excellent. Further, basically, it has versatility that it is possible to reliably join the frame members of each part such as the base and the pillar, the body difference and the pillar and the girder, or the floor beam with only one kind of joining metal fitting.

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

【図1】土台に柱を接合した状態の従来例を示す斜視図
である。
FIG. 1 is a perspective view showing a conventional example in which a pillar is joined to a base.

【図2】胴差に上、下柱を接合した状態の従来例を示す
斜視図である。
FIG. 2 is a perspective view showing a conventional example in which upper and lower columns are joined to a body difference.

【図3】胴差に床梁を接合した状態の従来例を示す斜視
図である。
FIG. 3 is a perspective view showing a conventional example in which a floor beam is joined to a body difference.

【図4】土台に筋かいを接合した状態の従来例を示す斜
視図である。
FIG. 4 is a perspective view showing a conventional example in which braces are joined to a base.

【図5】本発明の軸組接合金具を示す斜視図である。FIG. 5 is a perspective view showing a frame assembly fitting of the present invention.

【図6】土台に柱を接合した実施例を示す分解斜視図で
ある。
FIG. 6 is an exploded perspective view showing an embodiment in which a pillar is joined to a base.

【図7】土台に柱を接合した実施例を示す斜視図であ
る。
FIG. 7 is a perspective view showing an embodiment in which a pillar is joined to a base.

【図8】胴差に上、下柱を接合した状態を示す分解斜視
図である。
FIG. 8 is an exploded perspective view showing a state in which upper and lower columns are joined to the body difference.

【図9】胴差に上、下柱を接合した状態を示す斜視図で
ある。
FIG. 9 is a perspective view showing a state in which upper and lower columns are joined to the body difference.

【図10】桁に小屋梁を接合した状態を示す分解斜視図
である。
FIG. 10 is an exploded perspective view showing a state where a shed beam is joined to a girder.

【図11】桁に小屋梁を接合した状態を示す斜視図であ
る。
FIG. 11 is a perspective view showing a state in which a shed beam is joined to a girder.

【図12】土台と柱と筋かいを接合した状態を示す分解
斜視図である。
FIG. 12 is an exploded perspective view showing a state in which a base, columns, and braces are joined together.

【図13】土台と柱と筋かいを接合した状態を示す斜視
図である。
FIG. 13 is a perspective view showing a state in which a base, columns, and braces are joined together.

【符号の説明】[Explanation of symbols]

1 土台 2 柱 3 胴差 4 床梁 5 箱金物 6 羽子板ボルト 7 六角ボルト 8 横差金物 9 一方向接合用受金物 10 二方向接合用受金物 11 六角ナット 12 受金物挿着孔 13 六角ボルト挿着孔 14 横差金物挿着孔 15 プレート 16 六角ナット 17 座金 18 裏蓋 19 桁 20 小屋梁 21 筋かい 22 筋かい接合金物 23 接合プレート 1 Foundation 2 Pillars 3 Body difference 4 Floor beam 5 Box metal 6 Box bar bolt 7 Hexagonal bolt 8 Transverse metallization 9 One-way connection receiving material 10 Two-way connection receiving material 11 Hexagon nut 12 Receiving material insertion hole 13 Hexagonal bolt insertion Holes 14 Transverse metal fitting holes 15 Plate 16 Hexagon nut 17 Washer 18 Back cover 19 Girder 20 Shed beam 21 Braces 22 Bracing joints 23 Joint plate

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 一端部をねじ切りし、他端部寄りに周側
面を巻く帯状凹部を設けた六角ボルトと、内周面に前記
六角ボルトを枢着するためのねじ切りをした筒体を有す
る受金物と、基板に間隔を有して2本の係止片を突設
し、この係止間において六角ボルトの前記帯状凹部を挾
持するように形成した横差金物と、六角ボルトを挿着す
るための六角孔を有する六角ナットからなることを特徴
とする建築物の軸組接合金具。
1. A receiver having a hexagonal bolt having one end threaded and a band-shaped recess wound around a peripheral side surface near the other end, and a threaded tubular body for pivotally mounting the hexagonal bolt on an inner peripheral surface. A hexagonal bolt is inserted into a metal piece and a two-sided locking piece projecting from the base plate with a gap provided between the metal piece and a horizontal difference piece formed so as to hold the band-shaped recess of the hexagonal bolt between the metal pieces. A metal fitting for building construction, characterized by comprising a hexagonal nut having a hexagonal hole.
【請求項2】 横差金物の2本の係止片は細長状に形成
され、基端部においてU字状に連結されてなることを特
徴とする請求項1記載の建築物の軸組接合金具。
2. The frame joint of a building according to claim 1, wherein the two locking pieces of the lateral difference metal article are formed in an elongated shape and are connected in a U-shape at the base end. Metal fittings.
【請求項3】 受金物は方形状の基板の表面に筒体を突
設してなることを特徴とする請求項1記載の建築物の軸
組接合金具。
3. The frame fitting fitting for a building according to claim 1, wherein the receiving object is formed by projecting a cylinder on the surface of a rectangular substrate.
【請求項4】 六角ボルト、受金物、横差金物及び六角
ナットは請求項1に記載したものであって、一方の軸組
材の側面に他方の軸組材の端面を接合した建築物の軸組
構造において、一方の軸組材の接合部側面には受金物を
側面間に貫通させて挿着し、この受金物に六角ボルトを
枢着し接合側面より突出してあり、この六角ボルトを六
角ナットを介して他方の軸組材の接合端面より長さ方向
に挿着し、他方の軸組材の側面より六角ボルトに直交し
て横差金物を挿着し、その係止片間において六角ボルト
の帯状凹部を挾持せしめ、さらに六角ナット部分を回転
させることにより、六角ボルトを回転させ他方の軸材を
一方の軸材に引きつけ緊結してなることを特徴とする建
築物の軸組構造。
4. The hexagonal bolt, the metal receiving object, the cross-shaped metal object and the hexagonal nut according to claim 1, wherein the side surface of one of the frame members is joined to the end surface of the other frame member. In a frame structure, a bracket is inserted through the side surface of the joint part of one of the frame members, and a hexagon bolt is pivotally attached to this bracket to project from the joint side. Insert it in the length direction from the joint end face of the other shaft assembly through the hexagon nut, and insert the lateral difference piece orthogonal to the hexagon bolt from the side surface of the other shaft assembly, and between the locking pieces. The structure of a building structure characterized in that the hexagon bolt is clamped in a band-shaped recess, and the hexagon nut is rotated to rotate the hexagon bolt so that the other shaft member is attracted and tightly attached to one shaft member. .
【請求項5】 六角ボルト、受金物、横差金物及び六角
ナットは請求項1に記載したものであって、一方の軸組
材の側面に他方の軸組材の端面を接合した建築物の軸組
構造において、一方の軸組材の接合部側面には受金物を
側面間に貫通させて挿着し、この受金物に六角ボルトを
挿着し接合側面より突出してあり、他方の軸組材の端面
には、基板より筒体状の六角ボルト挿着部を突設しかつ
六角ボルト挿着部の周側面よりボルト孔を穿設した板状
の筋かい取付部を設けた筋かい接合金物を挿着し、前記
六角ボルトを六角ナットを介して筋かい接合金物の六角
ボルト挿着部に挿着し、他方の軸組材の側面より六角ボ
ルトに直交して横差金物を挿着し、その係止間において
六角ボルトの帯状凹部を挾持せしめ、さらに六角ナット
部分を回転させることにより、六角ボルトを回転させ他
方の軸組材を一方の軸組材に引き付け緊結し、さらに前
記筋かい接合金物のボルト孔にボルトで枢着することに
より筋かい緊張してなることを特徴とする建築物の軸組
構造。
5. The hexagonal bolt, the metal receiving object, the cross-shaped metal object and the hexagonal nut according to claim 1, wherein the side surface of one frame assembly is joined to the end surface of the other frame assembly. In the frame assembly structure, the receiving object is inserted and inserted between the side surfaces on the side surface of the joint part of one of the frame members, and the hexagon bolt is inserted into this receiving object and protrudes from the joint side surface. A braided joint with a plate-shaped bracing attachment part that has a cylindrical hexagonal bolt insertion part protruding from the board and bolt holes drilled from the peripheral side surface of the hexagonal bolt insertion part on the end surface of the material. Insert the metal piece, insert the hexagon bolt through the hexagon nut into the hexagonal bolt insertion part of the bracing joint metal piece, and insert the horizontal difference piece from the side surface of the other frame assembly orthogonal to the hexagon bolt. Then, hold the band-shaped recess of the hexagon bolt between the locks and rotate the hexagon nut. By rotating the hexagonal bolt, the other frame assembly is attracted and tightly attached to one of the frame assemblies, and further, the braces are tightened by pivotally attaching the bolts to the bolt holes of the bracing joint metal. The frame structure of the building.
JP33517094A 1994-12-21 1994-12-21 Frame joints for buildings and frame structures using the same Expired - Fee Related JP3312290B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33517094A JP3312290B2 (en) 1994-12-21 1994-12-21 Frame joints for buildings and frame structures using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33517094A JP3312290B2 (en) 1994-12-21 1994-12-21 Frame joints for buildings and frame structures using the same

Publications (2)

Publication Number Publication Date
JPH08177131A true JPH08177131A (en) 1996-07-09
JP3312290B2 JP3312290B2 (en) 2002-08-05

Family

ID=18285545

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33517094A Expired - Fee Related JP3312290B2 (en) 1994-12-21 1994-12-21 Frame joints for buildings and frame structures using the same

Country Status (1)

Country Link
JP (1) JP3312290B2 (en)

Also Published As

Publication number Publication date
JP3312290B2 (en) 2002-08-05

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