JPH1025810A - Beam-to-beam joint structure - Google Patents

Beam-to-beam joint structure

Info

Publication number
JPH1025810A
JPH1025810A JP18326196A JP18326196A JPH1025810A JP H1025810 A JPH1025810 A JP H1025810A JP 18326196 A JP18326196 A JP 18326196A JP 18326196 A JP18326196 A JP 18326196A JP H1025810 A JPH1025810 A JP H1025810A
Authority
JP
Japan
Prior art keywords
bolt
joint
girder
dowel
fixed
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
JP18326196A
Other languages
Japanese (ja)
Inventor
Izumi Segawa
泉 瀬川
Kazuhisa Azuma
和寿 東
Tetsufumi Tsutsumi
哲文 堤
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.)
Sekisui House Ltd
Original Assignee
Sekisui House 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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP18326196A priority Critical patent/JPH1025810A/en
Publication of JPH1025810A publication Critical patent/JPH1025810A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To increase bearing force of a beam-to-beam joint part so as to be able to construct a large structure, and reduce the number of beams to be used so as to increase the freedom of a plan and to reduce cost by arranging dowel washers provided with biting claws at the time of fixing the end part of one beam to a joint hardware bolt-fixed to the side face of the other beam. SOLUTION: In a joint part where the end part of a beam is fixed to a joint hardware 5 bolt-fixed to the side face of a girder 1, dowel washers 15 provided with claws biting into the peripheral parts of bolt holes 18 of the girder 1 are arranged between the side face of the girder 1 and the joint hardware 5. The outer face of a contact part 6 of the joint hardware 5 is brought into contact with the side face of the girder 1 from the outside of the dowel washers 15, 15, and the bolt holes 18 of the girder 1 and bolt holes of the joint hardware 5 are made coincide with each other and positioned. A nut 28 is screwed with a bolt 21 inserted in the bolt hole 18 to fix the joint hardware 5 to the girder 1. With this fastening, the dowel washer 15 is held with the claw biting deep into the peripheral part of the bolt hole 18.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、木造建築物の梁
と梁との接合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 joint structure between beams of a wooden building.

【0002】[0002]

【従来の技術】従来、大梁と小梁との接合部において、
図5で示すように、金属板を折り曲げて形成される接合
金物(31)の当接部(32)を、大梁(33)の側面に当接してボ
ルト(34)で固定し、その当接部(32)から張り出した一対
の挿入部(35)(35)を小梁(36)の端面に形成したスリット
(37)(37)へ挿入して、ボルト(38)によって固定するもの
がある。
2. Description of the Related Art Conventionally, at a joint between a girder and a girder,
As shown in FIG. 5, a contact part (32) of a metal joint (31) formed by bending a metal plate is brought into contact with a side surface of a girder (33) and fixed with a bolt (34). Slits formed on the end face of the small beam (36) with a pair of insertion portions (35) (35) projecting from the portion (32)
(37) Some are inserted into (37) and fixed with bolts (38).

【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、小梁(36)にかかる荷重は、接合金物(31)からボ
ルト(34)を介して大梁(33)に伝えられるが、その荷重が
大梁(33)の力の弱い方向にかかるためこの大梁(33)がボ
ルト穴部分で割裂破壊を起こし易く、この接合部の最大
耐力が低くなり、その結果、梁の本数を増やさなければ
ならず、また、スパンを長くした大架構が出来ないこと
から、プランの自由度が制限されるとともに、コストも
高くなるという欠点があった。
In the above-mentioned conventional joint structure, the load applied to the small beam (36) is transmitted from the joint hardware (31) to the large beam (33) via the bolt (34). Is applied in the direction where the force of the girder (33) is weaker. In addition, since a large frame with a long span cannot be formed, there are drawbacks in that the degree of freedom of the plan is limited and the cost is increased.

【0004】この発明は、このような従来の欠点を解消
して、梁・梁接合部の耐力を増大して、大架構を可能と
するとともに梁の使用本数を削減することによって、プ
ランの自由度を増大し且つコストを削減できるようにし
た梁と梁の接合構造を提供するものである。
The present invention solves the conventional drawbacks, increases the strength of the beam-to-beam joint, enables a large frame, and reduces the number of beams to be used. It is an object of the present invention to provide a beam-to-beam joining structure capable of increasing the degree and reducing the cost.

【0005】[0005]

【課題を解決するための手段】上記の課題を解決するた
め、この発明では、一方の梁の側面にボルト固定した接
合金物へ他方の梁の端部を固定するようにした梁と梁の
接合部において、前記一方の梁側面と接合金物との間
に、前記ボルトが挿入される梁のボルト穴周囲に食い込
む爪を備えたジベル座金を配置したことを特徴とするす
るものである。
In order to solve the above-mentioned problems, according to the present invention, there is provided a beam-to-beam joint in which an end of the other beam is fixed to a joint metal bolted to a side surface of one of the beams. In the part, between the one beam side surface and the joint hardware, a dowel washer having a claw that bites around a bolt hole of the beam into which the bolt is inserted is disposed.

【0006】上記において、前記ジベル座金はボルト穴
を有する環状であって、その外周に沿って形成した多数
の山形の爪を、その座金の一方の面側へ折り曲げてなる
ものが最適に用いられる。
In the above, the above-mentioned dowel washer is an annular shape having a bolt hole, and a plurality of chevron-shaped claws formed along the outer periphery thereof are bent to one surface side of the washer, and is optimally used. .

【0007】更に、上記において、接合金物は、当接部
とその当接部より直角方向に張り出した一対の挿入部と
からなり、当接部とその当接部が当接される梁側面との
間に前記ジベル座金が配置されて、これら当接部、ジベ
ル座金及び梁を貫通して差し込んだボルトで、この接合
金物を梁側面へ固定するとともに、前記挿入部が他方の
梁端面のスリットへ挿入されてそれらの梁と挿入部を貫
通して差し込んだボルトで、その他方の梁を固定してあ
るものが提供される。
Further, in the above, the metal joint includes a contact portion and a pair of insertion portions projecting in a direction perpendicular to the contact portion, and the contact portion and a beam side surface to which the contact portion contacts. The dowel is disposed between the abutment, the abutment, the dowel and the bolt inserted through the beam to fix this joint to the side of the beam, and the insertion part is a slit at the other end of the beam. A bolt is provided which is inserted into the beam and inserted through the beam and the insertion portion, and the other beam is fixed.

【0008】[0008]

【発明の実施の形態】図1において、(1)は、この発明
の一方の梁である大梁、(2)は、その大梁(1)の側面に
接合される他方の梁としての小梁であって、その小梁
(2)の接合端面には、一定深さのスリット(3)(3)が、
その小梁(2)の上下に貫通して形成されている。また、
両スリット(3)(3)間の先端が切り落としされて、小梁
(2)先端中央に溝(4)を形成している。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, (1) is a large beam which is one of the beams of the present invention, and (2) is a small beam which is joined to the side surface of the large beam (1). Oh, that little beam
On the joining end face of (2), slits (3) and (3) with a certain depth are provided.
It is formed to penetrate the small beam (2) above and below. Also,
The tip between both slits (3) and (3) is cut off and a small beam
(2) A groove (4) is formed at the center of the tip.

【0009】(5)は、前記従来と同様の接合金物を示し
ている。(6)は、前記柱(1)の側面に当接される金属板
からなる当接部であって、この当接部(6)には、図2で
示すように、上下方向に一定間隔をおいて形成した上部
側4個のボルト穴(7)(7)…と、同様に一定の間隔をお
いて形成した下側4個のボルト穴(8)(8)…とが 形成
されている。当接部(6)の左右方向の両端が、平面から
見て直角方向に折り曲げられて、この発明の挿入部(9)
(9)を形成し、更に、これら挿入部(9)(9)の下端を、
ともに水平部内方向に折り曲げて底部(10)(10)を形成し
ている。
FIG. 5 (5) shows a metal joint similar to the conventional one. (6) is an abutting portion made of a metal plate which abuts against the side surface of the column (1), and the abutting portion (6) has a predetermined interval in the vertical direction as shown in FIG. , And four lower bolt holes (8), (8), which are similarly formed at regular intervals, are formed. I have. Both ends in the left-right direction of the contact portion (6) are bent in a direction perpendicular to the plane, and the insertion portion (9) of the present invention is formed.
(9), and further, the lower ends of these insertion portions (9) and (9) are
Both are bent inward in the horizontal portion to form bottoms (10) and (10).

【0010】挿入部(9)(9)は、その上端部近傍と下端
部部分に一対のボルト穴(11)(12)が形成され、上部側ボ
ルト穴(11)の下方と、下側のボルト穴(12)の側方にピン
挿入穴(13)(13)が形成されている。上部側のボルト穴(1
1)は、挿入部(9)の上端から切欠したV字型切欠(14)に
よって上端側に開放され、これによって、上方からボル
トを落とし込んで挿入できるようにしている。
The insertion portions (9) and (9) have a pair of bolt holes (11) and (12) formed in the vicinity of the upper end and at the lower end, respectively, below and above the upper bolt hole (11). Pin insertion holes (13) (13) are formed on the side of the bolt holes (12). Bolt holes (1
1) is opened to the upper end side by a V-shaped notch (14) cut out from the upper end of the insertion portion (9), whereby a bolt can be dropped from above and inserted.

【0011】(15)は、この発明のジベル座金であり、図
4で示すように、中央にボルト穴(16)を備えた概略環状
であって、その外周に沿って形成した多数の山形の爪(1
7)(17)…を、座金(15)の一方の側面側へ折り曲げて形成
している。この座金(15)に対応して、大梁(1)側面のボ
ルト穴(18)の周囲に、その座金(15)の肉厚分の座堀穴(1
9)を形成してある。(20)(20)は、座金(15)に設けた一対
の釘穴であって、予め、この座金(15)を、その爪(7)が
裏側となるようにして前記座堀穴(19)内へ設置して、ボ
ルトの締め付けの際に回転しないよう釘(27)を打ち込ん
で固定しておくものである。即ち、この座金(15)は、前
記接合金物(5)の取付けに先立って、大梁(1)へ取り付
けておく。
(15) is a dowel washer of the present invention, as shown in FIG. 4, which is substantially annular with a bolt hole (16) in the center, and has a number of chevron shapes formed along its outer periphery. Nails (1
7) (17) are bent toward one side of the washer (15). Corresponding to this washer (15), around the bolt hole (18) on the side of the girder (1), a countersunk hole (1) corresponding to the thickness of the washer (15) is provided.
9) is formed. (20) and (20) are a pair of nail holes provided in the washer (15). The washer (15) is previously set so that the nail (7) is on the back side. ) And fixed by driving a nail (27) so that it does not rotate when tightening the bolt. That is, the washer (15) is attached to the girder (1) prior to the attachment of the joint metal (5).

【0012】取付けに際しては、まず、金物(5)の当接
部(6)の外側面をジベル座金(15)(15)の外側から大梁
(1)の側面に当接させて、その大梁(1)のボルト穴(18)
と金物(5)のボルト穴(7)(8)を合致させて位置決め
し、この状態でボルト(21)をそれらのボルト穴(7)(8)
(16)(18)を貫通するように挿入して、先端に螺合したナ
ット(28)を締め付けて、この金物(5)を柱(1)へ固定す
る。この締め付けにより、ジベル座金(15)は、図3のよ
うに、爪(17)が大梁(1)のボルト穴(18)周辺部に深く食
い込んで保持される。この実施形態では、大梁(1)の上
下4個のボルト穴(18)(18)…へそれぞれボルト(21)(21)
…を挿入して固定し、そのうち2本のボルト(21)(21)部
分にのみジベル座金(15)を用いているが、全てに用いて
も良い。
At the time of mounting, first, the outer surface of the contact portion (6) of the hardware (5) is attached to the girders from the outside of the dowel washers (15) and (15).
Abut on the side of (1) and bolt holes (18) in the girder (1)
And the bolt holes (7) and (8) of the metal fitting (5) are aligned and positioned, and in this state, the bolt (21) is connected to the bolt holes (7) and (8).
(16) Insert so as to penetrate (18), and tighten the nut (28) screwed to the tip to fix the hardware (5) to the column (1). As a result of this tightening, the dowel (15) is held with the pawl (17) deeply biting into the periphery of the bolt hole (18) of the girder (1) as shown in FIG. In this embodiment, bolts (21) and (21) are respectively inserted into four bolt holes (18) (18).
Are inserted and fixed, and the dowel washer (15) is used only for the two bolts (21) and (21), but may be used for all.

【0013】なお、通常、金物(5)は予め固定した状態
で現場へ搬入されるが、現場で取付けることとしてもよ
いものである。図示していないが、この金物(5)の反対
側の側面にも、小梁(2)が接合される場合には、同じ金
物(5)をその金物(5)と対称に配置して、同様にジベル
座金(15)を用いて同じボルト(21)とナット(28)によって
共締め固定する。
Usually, the hardware (5) is carried into the site in a state where it is fixed in advance, but it is also possible to attach it at the site. Although not shown, when the small beam (2) is also joined to the opposite side surface of the hardware (5), the same hardware (5) is arranged symmetrically with the hardware (5), Similarly, the same bolt (21) and nut (28) are used to fasten and fix together using a dowel (15).

【0014】次いで、小梁(2)をそのスリット(3)(3)
へ、前記挿入部(9)(9)を挿入するようにして取付け
る。このとき、これらの挿入部(9)(9)に対応するよう
にして形成された梁(2)側の一対のボルト穴(22)(23)の
うち、上部側のボルト穴(22)には、予めボルト(26)が取
付けられており、前記切欠部(14)より、このボルト(23)
を落とし込むようにして設置することで、そのボルト(2
3)がボルト穴(11)へ自動的にはまりこみ、これによっ
て、小梁(2)の位置決めを行うことができる。
Next, the small beam (2) is inserted into the slit (3) (3).
Then, the insertion portions (9) and (9) are attached so as to be inserted. At this time, of the pair of bolt holes (22) and (23) on the beam (2) side formed so as to correspond to these insertion portions (9) and (9), the bolt holes (22) on the upper side are inserted. Has a bolt (26) attached in advance, and the bolt (23) is
The bolts (2
3) automatically fits into the bolt hole (11), whereby the beam (2) can be positioned.

【0015】このとき小梁(2)の下面が前記底部(10)(1
0)の上面に載置されるように形成されている。この状態
で、小梁(2)に形成されたピン挿入穴(24)(24)と挿入部
(9)のピン挿入穴(13)(13)とが互いに合致しており、小
梁(2)の側面からこれらのピン挿入穴(24)(13)へドリフ
トピン(25)を打ち込むとともに、残りのボルト穴(12)(2
3)へボルト(26)を挿入して締め付けることで、この小梁
(2)が金物(5)へ固定されて、それら小梁(2)が大梁
(1)の側面に接合されることとなる。
At this time, the lower surface of the beam (2) is connected to the bottom (10) (1).
0). In this state, the pin insertion holes (24) (24) formed in the
The pin insertion holes (13) and (13) of (9) coincide with each other, and the drift pins (25) are driven into the pin insertion holes (24) and (13) from the side surfaces of the small beam (2). Remaining bolt holes (12) (2
Insert the bolt (26) into 3) and tighten it,
(2) is fixed to hardware (5), and these small beams (2) are
It will be joined to the side of (1).

【0016】[0016]

【発明の効果】以上のように、この発明によれば、梁の
端部を固定するため他方の梁側面に取り付けられる接合
金物とその梁側面との間にジベル座金を用いて、その爪
を梁側面に食い込ませるようにしているから、金物を固
定しているボルトからそのボルト穴を有する梁側へ伝達
される荷重は、ジベル座金の爪を介して分散して伝達さ
れることになる。このため、ボルトのみを介して集中的
に伝達される従来の構造に比較して、この部分の最大耐
力が大幅に増大し、梁のスパンを長くして大架構とする
ことが出来また梁の本数を削減できることから、設計の
自由度が増すとともにコストを低減できるという効果が
ある。
As described above, according to the present invention, the claw is fixed by using a dovetail washer between the joint hardware attached to the other beam side surface and the beam side surface to fix the end of the beam. Since the beam is cut into the side surface of the beam, the load transmitted from the bolt fixing the hardware to the side of the beam having the bolt hole is dispersed and transmitted through the claws of the dowel washer. For this reason, compared with the conventional structure in which the power is transmitted intensively only through the bolts, the maximum strength of this portion is greatly increased, and the span of the beam can be lengthened to form a large frame. Since the number can be reduced, there is an effect that the degree of freedom of design increases and the cost can be reduced.

【0017】また、ボルトからの荷重はジベル金具から
ボルト穴へ伝達されるので、地震時等の水平力によって
ボルト穴が拡大して大きく変形するのを防止することが
出来、水平力に対する強度も増大することになる。
Further, since the load from the bolt is transmitted from the dowel bracket to the bolt hole, it is possible to prevent the bolt hole from being enlarged and greatly deformed by a horizontal force during an earthquake or the like, and the strength against the horizontal force is also reduced. Will increase.

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

【図1】この発明の実施例を示す梁と梁との接合部分の
分解斜視図である。
FIG. 1 is an exploded perspective view of a joint portion between beams, showing an embodiment of the present invention.

【図2】同じく接合部分の縦断面図である。FIG. 2 is a vertical cross-sectional view of the same joint.

【図3】図2の要部拡大図である。FIG. 3 is an enlarged view of a main part of FIG. 2;

【図4】ジベル座金と梁のボルト穴部分との関係を示す
斜視図である。
FIG. 4 is a perspective view showing a relationship between a dowel washer and a bolt hole portion of a beam.

【図5】梁と梁の従来の接合構造を示す分解斜視図であ
る。
FIG. 5 is an exploded perspective view showing a conventional joint structure between beams.

【符号の説明】[Explanation of symbols]

(1) 大梁 (2) 小梁 (3) スリット (5) 接合金物 (6) 当接部 (9) 挿入部 (15) ジベル座金 (16) ボルト穴 (17) 爪 (18) ボルト穴 (21) ボルト (1) Large girder (2) Small girder (3) Slit (5) Joint (6) Contact part (9) Insertion part (15) Dowel washer (16) Bolt hole (17) Claw (18) Bolt hole (21 ) Bolt

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 一方の梁の側面にボルト固定した接合金
物へ他方の梁の端部を固定するようにした梁と梁の接合
部において、前記一方の梁側面と接合金物との間に、前
記ボルトが挿入される梁のボルト穴周囲に食い込む爪を
備えたジベル座金を配置したことを特徴とする梁と梁の
接合構造。
1. A beam-to-beam joint in which the end of the other beam is fixed to a joint metal bolted to the side surface of one of the beams, between the one beam side surface and the joint metal. A beam-to-beam joining structure, wherein a dovetail washer having a claw biting around a bolt hole of the beam into which the bolt is inserted is arranged.
【請求項2】 前記ジベル座金はボルト穴を有する環状
であって、その外周に沿って形成した多数の山形の爪
を、その座金の一方の面側へ折り曲げてなる請求項1記
載の梁と梁の接合構造。
2. The beam according to claim 1, wherein said dowel washer is formed in an annular shape having a bolt hole, and is formed by bending a large number of chevron-shaped claws formed along the outer periphery thereof to one surface side of said washer. Beam joint structure.
【請求項3】 前記接合金物は、当接部とその当接部よ
り直角方向に張り出した一対の挿入部とからなり、当接
部とその当接部が当接される梁側面との間に前記ジベル
座金が配置されて、これら当接部、ジベル座金及び梁を
貫通して差し込んだボルトで、この接合金物を梁側面へ
固定するとともに、前記挿入部が他方の梁端面のスリッ
トへ挿入されてそれらの梁と挿入部を貫通して差し込ん
だボルトで、その他方の梁を固定してあることを特徴と
する請求項1又は2記載の梁と梁の接合構造。
3. The joining hardware comprises a contact portion and a pair of insertion portions projecting in a direction perpendicular to the contact portion, between the contact portion and a beam side surface to which the contact portion contacts. The abutment is fixed to the side of the beam with bolts penetrating through the abutment, the dowel and the beam, and the insert is inserted into the slit on the other end of the beam. The beam-to-beam joining structure according to claim 1 or 2, wherein the other beam is fixed by a bolt inserted through the beam and the insertion portion.
JP18326196A 1996-07-12 1996-07-12 Beam-to-beam joint structure Pending JPH1025810A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18326196A JPH1025810A (en) 1996-07-12 1996-07-12 Beam-to-beam joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18326196A JPH1025810A (en) 1996-07-12 1996-07-12 Beam-to-beam joint structure

Publications (1)

Publication Number Publication Date
JPH1025810A true JPH1025810A (en) 1998-01-27

Family

ID=16132579

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18326196A Pending JPH1025810A (en) 1996-07-12 1996-07-12 Beam-to-beam joint structure

Country Status (1)

Country Link
JP (1) JPH1025810A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002317501A (en) * 2001-04-20 2002-10-31 Tatsumi:Kk Metal fitting for connecting horizontal member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002317501A (en) * 2001-04-20 2002-10-31 Tatsumi:Kk Metal fitting for connecting horizontal member
JP4683756B2 (en) * 2001-04-20 2011-05-18 株式会社タツミ Mounting bracket for horizontal member

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