JPH1054082A - Joining structure and joint metal of wooden framework - Google Patents
Joining structure and joint metal of wooden frameworkInfo
- Publication number
- JPH1054082A JPH1054082A JP21257996A JP21257996A JPH1054082A JP H1054082 A JPH1054082 A JP H1054082A JP 21257996 A JP21257996 A JP 21257996A JP 21257996 A JP21257996 A JP 21257996A JP H1054082 A JPH1054082 A JP H1054082A
- Authority
- JP
- Japan
- Prior art keywords
- fixed
- mounting
- frame
- frame member
- horizontal portion
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、柱と梁或いは梁
と梁等の木造軸組の接合に用いられる接合構造と接合金
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 joint structure and a joint metal used for joining a wooden frame such as a pillar and a beam or a beam and a beam.
【0002】[0002]
【従来の技術】従来、柱と梁或いは梁と梁などを接合す
る木造軸組の接合構造として、図5で示すように、金属
板を折り曲げて形成される金物(31)の取付け部(32)を柱
(33)などの側面に当接してボルト(34)で固定し、一対の
挿入支持部(35)(35)を梁(36)の端面などに形成したスリ
ット(37)へ挿入して、ボルト或いはピン(38)などによっ
て固定するものが考えられている。2. Description of the Related Art Conventionally, as a joint structure of a wooden frame for joining a column and a beam or a beam to a beam, as shown in FIG. 5, an attachment portion (32) of a metal (31) formed by bending a metal plate is used. ) Pillar
(33) and fixed with bolts (34), and insert a pair of insertion supports (35) (35) into slits (37) formed on the end face of the beam (36), etc. Alternatively, one that is fixed by a pin (38) or the like is considered.
【0003】[0003]
【発明が解決しようとする課題】上記従来の接合構造に
おいては、接合金物(31)の取付け部(32)を柱(33)又は梁
へ固定するため、それらの柱(33)又は梁へ複数のボルト
穴を貫通して形成する必要がある。この取付け用ボルト
(34)は、接合相手である梁(36)などからの剪断荷重を支
持するに充分な直径を備えている必要があり、そのた
め、ボルト穴の径も大きくなることから、柱(33)又は梁
に大きな断面欠損を生じてそれら柱(33)又は梁自体の強
度が低下する欠点がある。In the above-mentioned conventional joint structure, a fixing portion (32) of a metal joint (31) is fixed to a column (33) or a beam, and thus a plurality of the columns (33) or a beam are attached to the column (33) or the beam. It is necessary to penetrate through the bolt holes. This mounting bolt
(34) is required to have a diameter sufficient to support the shear load from the beam (36) to be joined, and the diameter of the bolt hole also increases, so the column (33) or There is a disadvantage that a large cross-sectional defect occurs in the beam and the strength of the column (33) or the beam itself is reduced.
【0004】また、取付け部(32)と接合相手の梁(36)端
面との間には、大型のボルト頭若しくはナット及びボル
ト先端が突出するから、これらを避けるためその梁(36)
の端面に大きな凹欠部(39)を設ける必要があり、その梁
(36)の断面欠損が大きくなるとともに、特殊のプレカッ
ト加工が必要となる。Also, a large bolt head or nut and a bolt tip project between the mounting portion (32) and the end face of the beam (36) to be joined.
It is necessary to provide a large concave notch (39) on the end face of
The cross-sectional defect of (36) increases and special pre-cut processing is required.
【0005】更に、上記のように、2枚の挿入支持部(3
5)を梁(36)のスリット(37)へ挿入することとすると、ス
リット(37)による断面欠損も多くなるとともに、プレカ
ットもより複雑となり、コスト高となる欠点がある。Further, as described above, the two insertion support portions (3
If 5) is to be inserted into the slit (37) of the beam (36), the number of cross-sectional defects caused by the slit (37) increases, and the pre-cut becomes more complicated, resulting in higher costs.
【0006】しかも、柱(33)や梁の側面に複数方向の梁
(36)が接合される場合には、その梁(36)の数に応じた接
合金物(31)が必要となり、それだけ部品数が多くなる欠
点がある。[0006] Moreover, beams in multiple directions are provided on the side surfaces of the pillars (33) and the beams.
In the case where (36) is joined, joining hardware (31) corresponding to the number of beams (36) is required, and there is a drawback that the number of parts increases accordingly.
【0007】この発明は、このように接合金物を用いて
接合される木造軸組において、接合金物取付けのために
柱又は梁に大きな断面欠損を生じることがなく、また、
同一個所に使用される金物の数を低減できるとともに、
構造が簡単で複雑なプレカット加工を不要とした低コス
トの接合構造と接合金物を提供することを目的とするも
のである。According to the present invention, in a wooden frame joined by using a metal joint in this way, a large cross-sectional defect does not occur in a column or a beam for attaching a metal joint, and
While reducing the number of hardware used in the same place,
It is an object of the present invention to provide a low-cost joining structure and a joining hardware which have a simple structure and do not require complicated precut processing.
【0008】[0008]
【課題を解決するための手段】上記の課題を解決するた
め、この発明の接合構造は、柱などの一方の軸組部材の
上面に接合金物の水平部が載置して固定され、前記一方
の軸組部材の側面に接合される複数方向の他方の軸組部
材に対応して、前記水平部の端部に連設された垂直方向
の複数の取付け部が同じく一方の軸組部材側面に固定さ
れるとともに、それらの取付け部より張り出した支持部
へ前記他方の軸組部材端部が固定されていることを特徴
とする。In order to solve the above-mentioned problems, a joint structure according to the present invention is arranged such that a horizontal portion of a metal joint is placed and fixed on the upper surface of one of the frame members such as a pillar. Corresponding to the other frame assembly member in a plurality of directions joined to the side surface of the frame member, a plurality of mounting portions in the vertical direction connected to the end of the horizontal portion are also provided on one side of the frame member. The other end of the frame member is fixed to a supporting portion that is fixed and protrudes from the mounting portion.
【0009】上記において、好ましくは、水平部及び取
付け部は、ビス、釘又はラグスクリューによって固定さ
れるものが提供される。In the above, it is preferable that the horizontal portion and the mounting portion are fixed by screws, nails or lag screws.
【0010】また、支持部は上記接合相手となる軸組部
材端面のスリットに挿入されて、その軸組部材側面より
差し込んだピン又はボルトで固定してあるものが考えら
れる。It is also conceivable that the support portion is inserted into a slit on the end surface of the frame member to be joined and fixed with a pin or bolt inserted from the side surface of the frame member.
【0011】同じく、上記の課題を解決するためのこの
発明の接合金物は、柱又は梁等の一方の軸組部材側面に
固定ようにした支持部と、同じく取り付け部の上端に一
体に設けられてその取付け部が固定される前記一方の軸
組部材の上面に固定される水平部とからなるとともに、
前記一方の軸組部材に接合される複数方向の他方の軸組
部材に対応して、複数の前記取付け部が水平部の端部に
一体に連設されていることを特徴とするものが提供され
る。[0011] Similarly, a metal joint according to the present invention for solving the above-mentioned problems is provided integrally with a support portion fixed to the side surface of one of the frame members such as a column or a beam, and also at the upper end of the mounting portion. And a horizontal portion fixed to the upper surface of the one frame member to which the mounting portion is fixed,
A plurality of the mounting portions are integrally connected to the end of the horizontal portion so as to correspond to the other frame member in a plurality of directions joined to the one frame member. Is done.
【0012】また、好ましくは、取付け部が連設されて
いない水平部の先端に、その水平部が取り付けられる軸
組部材の側面に当接するリップを一体に設けたものが提
供される。[0012] Preferably, a lip is provided integrally with a tip of a horizontal portion to which the mounting portion is not continuously provided, the lip being in contact with a side surface of a frame member to which the horizontal portion is mounted.
【0013】更に、好ましくは、この発明の接合金物
は、金属板を折り曲げて取付け部及び水平部を一体に形
成するものである。Still preferably, in a metal joint according to the present invention, the mounting portion and the horizontal portion are integrally formed by bending a metal plate.
【0014】[0014]
【発明の実施の形態】図1及び図2は、梁(1)の両側面
に梁(2)(2)が接合する場合の接合部に用いた実施形態
を示している。(3)がこの発明の接合金物であり、(4a)
は、所定の厚みを備えた鉄板からなる垂直方向の取付け
部であって、この取付け部(4a)の上端が、直角に水平方
向に折り曲げられてこの発明の水平部(5)を一体に形成
している。更に、この水平部(5)の前記取付け部(4a)と
は反対側の先端部分が下向きに垂直に折り曲げられて、
もう一つの第2の取付け部(4b)を一体に形成し、これら
第1と第2の取付け部(4a)(4b)が互いに対向している。1 and 2 show an embodiment in which a beam (2) and a beam (2) are joined to both sides of the beam (1). (3) is a metal joint of the present invention, and (4a)
Is a vertical mounting portion made of an iron plate having a predetermined thickness, and an upper end of the mounting portion (4a) is bent at right angles in a horizontal direction to integrally form the horizontal portion (5) of the present invention. doing. Further, the tip of the horizontal part (5) on the opposite side to the mounting part (4a) is bent vertically downward,
Another second mounting portion (4b) is formed integrally, and the first and second mounting portions (4a) and (4b) face each other.
【0015】上記各取付け部(4a)(4b)の外側面中央に
は、梁(2)を接合するための垂直な一枚の挿入支持部
(7)(7)が張り出して固着されており、これらの挿入支
持部(7)(7)の上端には、半円状の底部を備えた概略V
字形の切欠部(9)が形成され、この切欠部(9)よりも下
方において、上下一対のピン挿入穴(10)(10)が形成され
ている。At the center of the outer surface of each of the mounting portions (4a) and (4b), one vertical insertion support portion for joining the beam (2) is provided.
(7) (7) is extended and fixed, and the upper end of these insertion support portions (7) (7) is provided with a semi-circular bottom having a substantially V shape.
A letter-shaped notch (9) is formed, and a pair of upper and lower pin insertion holes (10) (10) are formed below the notch (9).
【0016】そして、これらの挿入支持部(7)(7)に対
応して、梁(1)の両側面に接合される梁(2)(2)の端面
には、その挿入支持部(7)が挿入される厚みと幅を備え
たスリット(11)が形成され、前記挿入支持部(7)の切欠
部(9)に対応して形成されたこの梁(2)のボルト穴(12)
(図2)には、予めボルト(13)が挿入して取り付けられて
いる。更に、挿入支持部(7)のピン挿入穴(10)(10)に対
応してピン挿入穴(15)(15)が形成されている。Corresponding to the insertion support portions (7) and (7), the end surfaces of the beams (2) and (2) joined to both side surfaces of the beam (1) are provided with the insertion support portions (7). ) Into which a slit (11) having a thickness and a width are formed, and a bolt hole (12) of this beam (2) formed corresponding to the notch (9) of the insertion support part (7).
(FIG. 2) has bolts (13) inserted and attached in advance. Further, pin insertion holes (15) (15) are formed corresponding to the pin insertion holes (10) (10) of the insertion support portion (7).
【0017】上記接合金物(3)は、角形木材からなる梁
(1)の上端面に前記水平部(5)を上方から設置するとと
もに、取付け部(4a)(4b)を梁(1)の側面に当接して設置
されるものであり、水平部(5)は、この水平部(5)に形
成した複数個の取付け穴(16)(16)…へ、上方から、六角
形の頭部を備えたラグスクリュー(17)を差し込んで、そ
のラグスクリュー(17)を梁(1)の上端面へねじ込んで固
定するようになっている。その際、梁(1)の上端には、
ラグスクリュー(17)をねじ込むための下穴を予め形成し
ておくことが望ましい。なお、図では、水平部(5)に形
成された取付け穴(16)(16)…は4個であるが、ラグスク
リュー(17)は対角方向に2本だけねじ込むようにしてい
る。The metal joint (3) is a beam made of square wood.
The horizontal portion (5) is installed on the upper end surface of (1) from above, and the mounting portions (4a) and (4b) are installed in contact with the side surfaces of the beam (1). ) Inserts a lag screw (17) having a hexagonal head from above into a plurality of mounting holes (16) (16)... Formed in the horizontal portion (5). 17) is screwed into the upper end surface of the beam (1) and fixed. At that time, at the upper end of the beam (1),
It is desirable that a pilot hole for screwing the lag screw (17) be formed in advance. In the drawing, there are four mounting holes (16) (16)... Formed in the horizontal portion (5), but only two lag screws (17) are screwed in diagonally.
【0018】他方、取付け部(4a)(4b)は、挿入支持部
(7)の両側において、この取付け部(4)に予め形成した
複数の取付け穴(18)(18)…へビス(19)を差し込んで同様
に梁(1)の側面へねじ込むことによって固定されてい
る。On the other hand, the mounting portions (4a) and (4b)
On both sides of (7), screws (19) are inserted into a plurality of mounting holes (18) (18)... Formed in advance in the mounting portion (4), and similarly screwed into the side surface of the beam (1). ing.
【0019】上記のようにして、接合金物(3)を梁(1)
へ取り付けた状態において、梁(2)先端のスリット(11)
へ挿入支持部(3)を挿入させるとともに、この梁(2)へ
予め取り付けたボルト(13)を、前記切欠部(9)へ上方か
ら落とし込むことによって、所定の位置へ位置決めされ
る。しかる後、梁(2)の側面側から、それらのピン挿入
穴(15)(15)へ、ドリフトピン(14)(14)を、挿入支持部
(7)のピン挿入穴(10)(10)を貫通するようにして打ち込
んで、この梁(2)を挿入支持部(7)へ固定して取り付け
るものである。As described above, the joining hardware (3) is connected to the beam (1).
In the state where it is attached to the beam (2), the slit at the tip (11)
The supporting member (3) is inserted into the notch (9), and the bolt (13) previously attached to the beam (2) is dropped into the notch (9) from above, whereby the beam is positioned at a predetermined position. Thereafter, the drift pins (14) and (14) are inserted into the pin insertion holes (15) and (15) from the side surfaces of the beam (2) and inserted into the insertion support portions.
The beam (2) is fixedly attached to the insertion support portion (7) by driving in such a manner as to penetrate the pin insertion holes (10) and (10) of (7).
【0020】上記の取付け構造において、梁(2)(2)側
からの剪断荷重は、それらの梁(2)(2)を固定している
ボルト(13)とドリフトピン(14)(14)から挿入支持部(7)
(7)へ伝えられる。この挿入支持部(7)(7)へ伝えられ
た剪断荷重は、取付け部(4a)(4b)から水平部(5)を介し
て梁(1)に対する圧縮力として伝達される。このため、
取付け部(4a)(4b)を固定するためのビス(19)は、かかる
剪断荷重を支持する必要がなく、このようなビス(19)あ
るいは釘で充分支持することが可能である。In the above mounting structure, the shear load from the beams (2) and (2) is applied to the bolts (13) fixing the beams (2) and (2) and the drift pins (14) and (14). To insertion support (7)
It is conveyed to (7). The shear load transmitted to the insertion support portions (7) (7) is transmitted from the mounting portions (4a) (4b) as a compressive force to the beam (1) via the horizontal portion (5). For this reason,
The screw (19) for fixing the mounting portions (4a) (4b) does not need to support such a shear load, and can be sufficiently supported by such a screw (19) or a nail.
【0021】上記の実施形態においては、水平部(5)を
ラグスクリュー(17)で、取付け部(4a)(4b)を一般のビス
(19)で固定しているが、取付け部(4a)(4b)側についても
ラグスクリュー(17)を用いることも可能であり、あるい
は、水平部(5)及び取付け部(4a)(4b)の双方ともビスで
固定したり、または、釘で固定することも可能である。In the above embodiment, the horizontal portion (5) is provided with a lag screw (17), and the mounting portions (4a) and (4b) are provided with general screws.
(19), but it is also possible to use the lag screw (17) on the mounting parts (4a) (4b) side, or, alternatively, the horizontal part (5) and the mounting parts (4a) (4b). Both can be fixed with screws or with nails.
【0022】図3は、柱(20)の側面に一対の梁(2)(2)
がL字形に接合する場合であって、それそれら梁(2)
(2)の接合面に対応して取付け部(4a)(4b)を水平部(5)
に連設している。その際、取付け部(4a)(4b)が設けられ
ていない水平部(5)の端部には、垂直下向きに折り曲げ
られた短尺のリップ(21)(21)が一体に形成されて、柱(2
0)の側面に係止している。これらのリップ(21)は、前記
取付け部(4a)(4b)と反対側の柱(20)の側面に係止し、地
震の際の水平荷重に対して接合金物(3)が移動するのを
防止する。梁(2)(2)の固定方法は図2と同じである。FIG. 3 shows a pair of beams (2) and (2) on the side of the pillar (20).
Are joined in an L-shape, and these beams (2)
Attach the mounting parts (4a) and (4b) to the horizontal part (5) corresponding to the joint surface of (2).
It is connected to. At this time, a short lip (21) (21) bent vertically downward is integrally formed at the end of the horizontal portion (5) where the mounting portions (4a) and (4b) are not provided, (2
It is locked on the side of (0). These lips (21) are locked to the side of the column (20) opposite to the mounting portions (4a) (4b), so that the joint metal (3) moves against a horizontal load during an earthquake. To prevent The method of fixing the beams (2) and (2) is the same as in FIG.
【0023】図4は、柱(20)の側面に3方向から梁(2)
(2)…が接合する場合の実施形態であって、同様に、取
付け部(4a)(4b)(4c)…をそれら3方向の梁(2)(2)…に
対応させて設け、且つ、取付け部(4a)(4b)…のない部分
には、リップ(21)を設けている。梁(2)(2)の固定方法
は図2と同じである。FIG. 4 shows the beam (2) on the side of the pillar (20) from three directions.
(2) is an embodiment in which joints (4a), (4b), (4c) are provided correspondingly to the beams (2) (2) in the three directions, and A lip (21) is provided in a portion without the mounting portions (4a) (4b). The method of fixing the beams (2) and (2) is the same as in FIG.
【0024】また、図1及び図2の接合金物(3)は、梁
(1)の替わりに柱(20)の対向側面に梁(2)(2)が接合さ
れる場合にも用いることが出来る。この場合にも、梁
(2)(2)が接合しない柱(20)の側面に係止するリップ(2
1)を設けることが望ましい。更に、4方向に梁(2)が接
合する場合には、水平部(5)の4辺全てに取付け部(4a)
(4b)…を連設すればよい。Also, the joint hardware (3) in FIG. 1 and FIG.
Instead of (1), it can also be used when beams (2) and (2) are joined to opposing side surfaces of pillar (20). Also in this case, the beam
(2) A lip (2) that locks on the side of the pillar (20) where (2) does not join
It is desirable to provide 1). Furthermore, when the beam (2) is joined in four directions, the mounting parts (4a) are attached to all four sides of the horizontal part (5).
(4b) ... may be connected in series.
【0025】[0025]
【発明の効果】以上のように、この発明によれば、柱あ
るいは梁等の軸組部材の側面に取り付けられる接合金物
において、その取付け部の上端に水平部を一体に設け
て、この水平部をそれら柱あるいは梁上面に固定してい
るから、この水平部によって剪断荷重を柱あるいは梁側
に圧縮力として伝えることができ、従来のように取付け
部のみで剪断荷重を支持する必要がない。このため、こ
の取付け部を柱又は梁を貫通するボルトで固定する必要
がないため、直径の大きいボルト穴によってその軸組部
材に大きな断面欠損を生ずるといった欠点がなく、強度
の高い接合構造がられる。As described above, according to the present invention, in a metal joint to be attached to a side surface of a frame member such as a column or a beam, a horizontal portion is integrally provided at an upper end of the attachment portion. Are fixed to the upper surfaces of the columns or beams, the shear load can be transmitted to the columns or beams as compressive forces by the horizontal portions, and it is not necessary to support the shear loads only by the mounting portions as in the related art. For this reason, since it is not necessary to fix this mounting portion with a bolt penetrating a column or a beam, there is no disadvantage that a large cross-sectional defect occurs in the frame member due to a large-diameter bolt hole, and a high-strength joint structure is obtained. .
【0026】また、その取付け部をビス等によって固定
することが可能であるから、従来のように直径の大きい
ボルト頭あるいはナットが取付け部の外側面に突出する
ことがなく、それらを避けるための深い凹欠部を相手方
の梁の端面に形成する必要がないかあるいは小さなもの
で済むため、梁自身の断面欠損が少なくなるとともに、
この梁の端面のプレカット加工が簡単となり、それだけ
コストを低減することができる。Further, since the mounting portion can be fixed with screws or the like, a bolt head or a nut having a large diameter does not protrude from the outer surface of the mounting portion as in the prior art. It is not necessary or necessary to form a deep concave notch on the end face of the other beam, so that the cross-sectional loss of the beam itself is reduced,
Precutting of the end face of the beam is simplified, and the cost can be reduced accordingly.
【0027】加えて、挿入支持部を1枚のみとすること
により、梁のスリットも一つだけ形成すれば良く、従来
のように、2枚のスリットを形成することによって、そ
の梁の端部に大きな断面欠損を生ずるのを防止できる。In addition, by using only one insertion support portion, only one slit of the beam needs to be formed, and by forming two slits as in the prior art, the end of the beam can be formed. This can prevent a large cross-sectional defect from occurring.
【0028】更に、この発明では、接合される複数方向
の軸組部材に対応するようにして、その軸組部材を接合
する取付け部を一つの水平部に一体に連設しているか
ら、そのように複数方向に梁などが接合される場合で
も、接合金物は1個でよく、部品数がより減少するとと
もに、取付け工数も低減できる効果がある。Further, according to the present invention, the mounting portions for joining the frame members are integrally connected to one horizontal portion so as to correspond to the frame members in a plurality of directions to be joined. Even in the case where beams and the like are joined in a plurality of directions as described above, only one joining hardware is required, and the number of parts can be further reduced, and the number of mounting steps can be reduced.
【図1】この発明の実施形態を示す梁と梁との接合部の
分解斜視図である。FIG. 1 is an exploded perspective view of a joint between beams, showing an embodiment of the present invention.
【図2】同じく接合部の縦断面図である。FIG. 2 is a vertical sectional view of the joint.
【図3】同じく柱と梁とのL字形接合部に用いた実施形
態の斜視図である。FIG. 3 is a perspective view of an embodiment similarly used for an L-shaped joint between a column and a beam.
【図4】柱側面に3方向から梁が接合される場合の実施
形態の斜視図である。FIG. 4 is a perspective view of an embodiment in which beams are joined to a pillar side from three directions.
【図5】従来の柱と梁との接合部の分解斜視図である。FIG. 5 is an exploded perspective view of a conventional joint between a column and a beam.
(1) 梁 (2) 梁 (3) 接合金物 (4a)(4b)(4c) 取付け部 (5) 水平部 (7) 挿入支持部 (11) スリット (13) ボルト (14) ドリフトピン (17) ラグスクリュー (19) ビス (20) 柱 (21) リップ (1) Beam (2) Beam (3) Joint hardware (4a) (4b) (4c) Mounting part (5) Horizontal part (7) Insert support part (11) Slit (13) Bolt (14) Drift pin (17 ) Lug screw (19) Screw (20) Pillar (21) Lip
Claims (6)
物の水平部が載置して固定され、前記一方の軸組部材の
側面に接合される複数方向の他方の軸組部材に対応し
て、前記水平部の端部に連設された垂直方向の複数の取
付け部が同じく一方の軸組部材側面に固定されるととも
に、それらの取付け部より張り出した支持部へ前記他方
の軸組部材端部が固定されていることを特徴とする木造
軸組の接合構造。1. A horizontal portion of a metal joint is placed and fixed on an upper surface of one of the frame members such as a pillar, and is fixed to the other frame member in a plurality of directions joined to a side surface of the one frame member. Correspondingly, a plurality of mounting portions in the vertical direction connected to the end of the horizontal portion are fixed to the side surface of one of the frame members, and the other shaft is mounted on a supporting portion projecting from the mounting portion. A joining structure for a wooden frame, wherein an end of the assembly member is fixed.
はラグスクリューによって固定されていることを特徴と
する請求項1記載の木造軸組の接合構造。2. The joint structure according to claim 1, wherein the horizontal portion and the mounting portion are fixed by screws, nails, or lag screws.
面のスリットに挿入されて、その軸組部材側面より差し
込んだピン又はボルトで固定してあることを特徴とする
請求項1又は2記載の木造軸組の接合構造。3. The supporting member is inserted into a slit in the end face of the frame member to be joined, and is fixed by a pin or a bolt inserted from a side surface of the frame member. The joint structure of the described wooden frame.
される取付け部と、その取付け部より張り出して接合相
手の軸組部材を固定するようにした支持部と、同じく取
り付け部の上端に一体に設けられてその取付け部が固定
される前記一方の軸組部材の上面に固定される水平部と
からなるとともに、前記一方の軸組部材に接合される複
数方向の他方の軸組部材に対応して、複数の前記取付け
部が水平部の端部に一体に連設されていることを特徴と
する木造軸組の接合金物。4. A mounting portion fixed to a side surface of one of the frame members such as a column or a beam, a support portion projecting from the mounting portion to fix a frame member to be joined, and a mounting portion of the mounting portion. A horizontal portion fixed to the upper surface of the one frame member, which is integrally provided at the upper end and whose mounting portion is fixed, and the other shaft assembly in a plurality of directions joined to the one frame member. A metal fitting for a wooden frame, wherein a plurality of said mounting portions are integrally and continuously provided at ends of a horizontal portion corresponding to members.
端に、その水平部が取り付けられる軸組部材の側面に当
接するリップを一体に設けたことを特徴とする請求項3
記載の木造軸組の接合金物。5. A lip that abuts a side surface of a frame member to which the horizontal portion is attached is provided integrally with a tip of the horizontal portion where the attachment portion is not continuously provided.
The metal fittings of the wooden frame described.
を一体に形成してあることを特徴とする請求項4又は5
記載の木造軸組の接合金物。6. The mounting part and the horizontal part are formed integrally by bending a metal plate.
The metal fittings of the wooden frame described.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21257996A JPH1054082A (en) | 1996-08-12 | 1996-08-12 | Joining structure and joint metal of wooden framework |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21257996A JPH1054082A (en) | 1996-08-12 | 1996-08-12 | Joining structure and joint metal of wooden framework |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH1054082A true JPH1054082A (en) | 1998-02-24 |
Family
ID=16625044
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21257996A Pending JPH1054082A (en) | 1996-08-12 | 1996-08-12 | Joining structure and joint metal of wooden framework |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH1054082A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11256686A (en) * | 1998-03-11 | 1999-09-21 | Sanken Home:Kk | Framework structure of wooden building |
JP6484751B1 (en) * | 2018-11-06 | 2019-03-13 | 株式会社アクト | Bonded hardware and architectural panels |
-
1996
- 1996-08-12 JP JP21257996A patent/JPH1054082A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11256686A (en) * | 1998-03-11 | 1999-09-21 | Sanken Home:Kk | Framework structure of wooden building |
JP6484751B1 (en) * | 2018-11-06 | 2019-03-13 | 株式会社アクト | Bonded hardware and architectural panels |
JP2020076228A (en) * | 2018-11-06 | 2020-05-21 | 株式会社アクト | Joint metal and construction panel |
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