JP2002061287A - T-shaped joint structure for wooden building - Google Patents
T-shaped joint structure for wooden buildingInfo
- Publication number
- JP2002061287A JP2002061287A JP2000251609A JP2000251609A JP2002061287A JP 2002061287 A JP2002061287 A JP 2002061287A JP 2000251609 A JP2000251609 A JP 2000251609A JP 2000251609 A JP2000251609 A JP 2000251609A JP 2002061287 A JP2002061287 A JP 2002061287A
- Authority
- JP
- Japan
- Prior art keywords
- bolt
- bolt hole
- tightening
- joint member
- hole
- 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、木造建築におい
て、柱の側部に対する梁の端部の接合部や、一つの梁の
側部に対する他の梁の端部の接合部などのように、第一
の接合部材の側部に第二の接合部材の端部を接合するT
字形接合(連結)構造に関するものである。BACKGROUND OF THE INVENTION The present invention relates to a wooden construction, such as a joint at the end of a beam to the side of a column or a joint at the end of another beam to the side of one beam. T for joining the end of the second joining member to the side of the first joining member
The present invention relates to a character joint (connection) structure.
【0002】[0002]
【従来の技術】第一と第二の接合部材の接合強度をアッ
プするために、各接合部材に対するボルト固定部を有す
るT字形などの接合(継手)金具を用いて、両接合部材
を間接的に接合することが行われている。2. Description of the Related Art In order to increase the joining strength of first and second joining members, a T-shaped joining (joint) fitting having a bolt fixing portion for each joining member is used to indirectly join both joining members. Joining has been done.
【0003】しかしながらこのような接合金具を用いる
間接接合構造には、ボルトと第一と第二の接合部材及び
接合金具におけるボルト穴との間の間隙量が一定ではな
いため、両接合部材に負荷がかかると、両接合部材が個
別に変位し、その間にずれが生じてくるという問題があ
る。[0003] However, in the indirect joining structure using such joining fittings, since the amount of gap between the bolt and the first and second joining members and the bolt holes in the joining fittings is not constant, load is applied to both joining members. However, there is a problem that the two joining members are individually displaced, and a gap is generated therebetween.
【0004】[0004]
【発明が解決しようとする課題】この発明は、上記のよ
うな問題に鑑み、第一と第二の接合部材の間にずれが生
じる恐れがないとともに構造が簡単なT字形接合構造を
提供することを課題としている。SUMMARY OF THE INVENTION In view of the above-mentioned problems, the present invention provides a T-shaped joint structure which has no risk of displacement between the first and second joining members and has a simple structure. That is the task.
【0005】[0005]
【課題を解決するための手段】この発明に係る木造建築
におけるT字形接合構造は、第一の接合部材の側部と第
二の接合部材の端部にそれぞれ、盲ほぞ穴(ほぞ凹部)
とほぞを設けて、両部をほぞ嵌合する一方、第一の接合
部材と第二の接合部材にそれぞれ、盲ほぞ穴に通じる横
貫通ボルト穴と、第一の接合部材の横貫通穴対応部をほ
ぞを通って長さ方向にのびる縦盲ボルト穴及び該縦盲ボ
ルト穴の奥部を横切ってのびる横貫通ボルト穴を設け、
第一の接合部材の横貫通ボルト穴と第二の接合部材の縦
盲ボルト穴に、先端部にボルト穴を有するとともに基端
部に第一の接合部材の反盲ほぞ穴側部に当接する締め付
けナットを係合させた締め付けボルトを挿入し、第二の
接合部材の横貫通ボルト穴に、締め付けボルトの先端部
のボルト穴を通して貫通する掛け止めボルトを挿入し
て、掛け止めボルトの第二の接合部材に対する固定と締
め付けナットによる締め付けボルトの締め付けを介し
て、第一の接合部材と第二の接合部材を締め付ける構成
からなる。According to the present invention, there is provided a T-shaped joint structure for a wooden building, wherein blind mortises (mortise recesses) are respectively formed in a side portion of the first joint member and an end portion of the second joint member.
A mortise and a tenon are provided, and both parts are tenon-fitted, while the first joint member and the second joint member each have a lateral through-bolt hole leading to a blind mortise and a lateral joint hole of the first joint member. A vertical blind bolt hole extending longitudinally through the tenon and a transverse through bolt hole extending across the back of the vertical blind bolt hole;
The first joint member has a lateral through bolt hole and the second joint member has a vertical blind bolt hole, and the distal end portion has a bolt hole, and the base end portion is in contact with the anti-blind mortise side of the first joint member. A fastening bolt engaged with the fastening nut is inserted, and a latch bolt that penetrates through the bolt hole at the tip of the fastening bolt is inserted into the lateral through bolt hole of the second joint member. The first joining member and the second joining member are fastened through the fixing of the first joining member and the second joining member via the fastening of the fastening bolt by the fastening nut.
【0006】一般に、第一の接合部材の横貫通ボルト穴
と第二の接合部材の縦盲ボルト穴からなる締め付けボル
ト挿入用ボルト穴を、第一の接合部材の横方向の中央部
において長さ(縦)方向又は横方向に間隔をおいて一対
設けるとともに、第二の接合部材の横貫通ボルト穴を横
方向中央部に設けて、一対の締め付けボルト挿入用ボル
ト穴の両縦盲ボルト穴の奥部を横切ってのびるように
し、各締め付けボルト挿入用ボルト穴に各別の締め付け
ボルトを挿入するとともに、掛け止めボルトを一対の締
め付けボルトのボルト穴を通して挿入することができ
る。In general, a bolt hole for inserting a fastening bolt, which is composed of a horizontal through bolt hole of the first joint member and a vertical blind bolt hole of the second joint member, has a length at the center in the lateral direction of the first joint member. A pair of bolt holes for the second joint member is provided at the center in the horizontal direction, and a pair of bolt holes for inserting the tightening bolts is provided. Each fastening bolt can be inserted into a bolt hole for inserting a fastening bolt, and a retaining bolt can be inserted through a bolt hole of a pair of fastening bolts.
【0007】また第一の接合部材の締め付けナット当接
側部には、ナット類収容凹部を設けて、締め付けナット
や締め付けボルト部が第一の接合部材の側部から突出し
ないようにすることができる。[0007] Further, a nut receiving recess may be provided on the tightening nut contact side of the first joint member so that the tightening nut and the tightening bolt do not protrude from the side of the first joint member. it can.
【0008】この発明の接合構造においては、盲ほぞ穴
とほぞとのほぞ嵌合により、第一と第二の接合部材の相
対的な変位が防止される。In the joining structure of the present invention, relative displacement of the first and second joining members is prevented by the tenon engagement between the blind mortise and the tenon.
【0009】[0009]
【発明の実施の形態】以下図面に基づいて、この発明の
接合構造の一実施形態を説明する。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a joint structure according to an embodiment of the present invention.
【0010】図面は、柱の側部に梁の端部を接合する形
態を例示したもので、柱11は、対峙する一側部と他側
部の横(幅)方向の中央部に、盲ほぞ穴12と上下一対
のナット類収容凹部13を有するとともに、各ナット類
収容凹部13から盲ほぞ穴12までのびる上下一対の横
貫通ボルト穴14を有している。The drawings illustrate a form in which the end of the beam is joined to the side of the pillar. The pillar 11 is provided with a blind portion at the center in the lateral (width) direction of the opposing one side and the other side. It has a mortise hole 12 and a pair of upper and lower nut receiving recesses 13, and has a pair of upper and lower lateral through bolt holes 14 extending from each nut receiving recess 13 to the blind mortise 12.
【0011】他方梁16は、一端部の横方向の中央部
に、ほぞ17と、ほぞ17を通して長さ方向にのびる上
下一対の縦盲ボルト穴18と、一対の縦盲ボルト穴18
の奥部を横切って上下にのびる一つの横貫通ボルト穴1
9を有している。On the other hand, the beam 16 has a tenon, a pair of upper and lower vertical blind bolt holes 18 extending in the longitudinal direction through the tenon, and a pair of vertical blind bolt holes 18 in the lateral center of one end.
1 horizontal through bolt hole 1 extending up and down across the back
9.
【0012】柱11と梁16は、梁16のほぞ17を柱
11の盲ほぞ穴12に嵌合する一方、柱11のナット類
収容凹部13から、上下一対の横貫通ボルト穴14と梁
16の上下一対の縦盲ボルト穴18からなる上下一対の
締め付けボルト挿入用ボルト穴のそれぞれに、先端部に
楕円状のボルト穴22を有する一対の締め付けボルト
(羽子板ボルト)21のそれぞれを挿入し、かつ梁16
の横貫通ボルト穴19に、掛け止めボルト26を、両締
め付けボルト21の先端部のボルト穴22を通して挿入
し、この掛け止めボルト26のナット27を介した梁1
6に対する固定と、締め付けナット23を介した各締め
付けボルト21の締め付けによって、堅固に接合する。The column 11 and the beam 16 fit the tenon 17 of the beam 16 into the blind mortise hole 12 of the column 11, while the nut 11 receiving recess 13 of the column 11 forms a pair of upper and lower horizontal through bolt holes 14 and the beam 16. Each of a pair of tightening bolts (wing plate bolts) 21 having an elliptical bolt hole 22 at the tip is inserted into each of a pair of upper and lower tightening bolt insertion bolt holes formed by a pair of upper and lower vertical blind bolt holes 18. And beam 16
, A locking bolt 26 is inserted through the bolt hole 22 at the tip of the two fastening bolts 21, and the beam 1 is passed through the nut 27 of the locking bolt 26.
6 and firmly by tightening each tightening bolt 21 via the tightening nut 23.
【0013】この発明の接合構造は、このほか、種々の
形態で実施することができるもので、上記の形態に限定
されるものではない。[0013] The joining structure of the present invention can be implemented in various other forms, and is not limited to the above-described form.
【0014】[0014]
【発明の効果】この発明の接合構造によれば、両接合部
材の接合部をほぞ嵌合するので、実質上両者の間に相対
的な変位が生じる恐れがない。According to the joining structure of the present invention, since the joining portions of both joining members are tenon-fitted, there is substantially no danger of relative displacement between them.
【0015】またこの接合構造によれば、従来のように
T字形などの接合金具は使用せず、ボルトナット類のみ
を用いるので、部材コスト、作業コスト等が安い。Further, according to this joint structure, since only bolts and nuts are used without using a T-shaped joint or the like as in the prior art, member costs, work costs and the like are low.
【図1】この発明に係る接合構造の一実施形態の一部を
切り欠いた側面図である。FIG. 1 is a partially cutaway side view of an embodiment of a joining structure according to the present invention.
【図2】図1に示す実施形態の一部を切り欠いた平面図
である。FIG. 2 is a plan view, partially cut away, of the embodiment shown in FIG. 1;
11 柱 12 盲ほぞ穴 13 ナット類収納凹部 14 横貫通ボルト穴 16 梁 17 ほぞ 18 縦盲ボルト穴 19 横貫通ボルト穴 21 締め付けボルト 22 ボルト穴 23 ナット 26 掛け止めボルト 27 ナット DESCRIPTION OF SYMBOLS 11 Pillar 12 Blind mortise 13 Nut storage recess 14 Lateral through bolt hole 16 Beam 17 Mortise 18 Vertical blind bolt hole 19 Lateral through bolt hole 21 Tightening bolt 22 Bolt hole 23 Nut 26 Latch bolt 27 Nut
Claims (3)
の端部にそれぞれ、盲ほぞ穴とほぞを設けて、両部をほ
ぞ嵌合する一方、第一の接合部材と第二の接合部材にそ
れぞれ、盲ほぞ穴に通じる横貫通ボルト穴と、第一の接
合部材の横貫通穴対応部をほぞを通って長さ方向にのび
る縦盲ボルト穴及び該縦盲ボルト穴の奥部を横切っての
びる横貫通ボルト穴を設け、第一の接合部材の横貫通ボ
ルト穴と第二の接合部材の縦盲ボルト穴に、先端部にボ
ルト穴を有するとともに基端部に第一の接合部材の反盲
ほぞ穴側部に当接する締め付けナットを係合させた締め
付けボルトを挿入し、第二の接合部材の横貫通ボルト穴
に、締め付けボルトの先端部のボルト穴を通して貫通す
る掛け止めボルトを挿入して、掛け止めボルトの第二の
接合部材に対する固定と締め付けナットによる締め付け
ボルトの締め付けを介して、第一の接合部材と第二の接
合部材を締め付けてなる、木造建築のT字形接合構造。1. A blind mortise and a tenon are provided at the side of the first joint member and at the end of the second joint member, respectively. Each of the two joining members has a transverse through-bolt hole communicating with the blind mortise, a longitudinal blind bolt hole extending longitudinally through the tenon through the transverse through-hole corresponding portion of the first joining member, and a longitudinal blind bolt hole. A transverse penetrating bolt hole extending across the back is provided, and a lateral penetrating bolt hole of the first joint member and a vertical blind bolt hole of the second joint member have a bolt hole at the distal end and a first bolt at the proximal end. Inserting a tightening bolt engaged with a tightening nut abutting on the side of the anti-blind mortise hole of the joining member of the second joining member, and penetrating through the bolt hole at the tip of the fastening bolt into the lateral through bolt hole of the second joining member. Insert the locking bolt and secure the locking bolt to the second joining member. A T-shaped joint structure of a wooden building, wherein a first joint member and a second joint member are tightened through tightening of a tightening bolt with a fixing nut.
の接合部材の縦盲ボルト穴からなる締め付けボルト挿入
用ボルト穴を、第一の接合部材の横方向中央部において
長さ方向又は横方向に間隔をおいて一対設けるととも
に、第二の接合部材の横貫通ボルト穴を、横方向中央部
に設けて、一対の締め付けボルト挿入用ボルト穴の両縦
盲ボルト穴の奥部を横切ってのびるようにし、各締め付
けボルト挿入用ボルト穴に各別の締め付けボルトを挿入
するとともに、掛け止めボルトを両締め付けボルトのボ
ルト穴を通して挿入してなる、請求項1記載の木造建築
のT字形接合構造。2. A bolt hole for inserting a tightening bolt, comprising a lateral through-hole of the first joint member and a vertical blind bolt hole of the second joint member, is provided in the longitudinal center of the first joint member in the longitudinal direction. Or while providing a pair at a horizontal interval, a horizontal penetrating bolt hole of the second joint member is provided at the central portion in the horizontal direction, and a depth portion of both vertical blind bolt holes of the pair of tightening bolt insertion bolt holes. 2. The T-shape of a wooden building according to claim 1, wherein each of the tightening bolts is inserted in a corresponding one of the bolt holes, and a retaining bolt is inserted through each of the bolt holes. Joint structure.
部に、締め付けナット及び締め付けボルト部の収容凹部
を設けてなる、請求項1又は2記載の木造建築のT字形
接合構造。3. The T-shaped joint structure for a wooden building according to claim 1, wherein a recessed portion for accommodating the tightening nut and the tightening bolt is provided on a side of the first connecting member where the tightening nut comes into contact.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000251609A JP2002061287A (en) | 2000-08-22 | 2000-08-22 | T-shaped joint structure for wooden building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000251609A JP2002061287A (en) | 2000-08-22 | 2000-08-22 | T-shaped joint structure for wooden building |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002061287A true JP2002061287A (en) | 2002-02-28 |
Family
ID=18740985
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000251609A Pending JP2002061287A (en) | 2000-08-22 | 2000-08-22 | T-shaped joint structure for wooden building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002061287A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7117647B2 (en) | 2003-02-26 | 2006-10-10 | Pointblank Design Inc. | System for constructing log structures |
JP2007321428A (en) * | 2006-05-31 | 2007-12-13 | Kanai:Kk | Joint structure of horizontal member and other structural member |
CN103422682A (en) * | 2013-08-09 | 2013-12-04 | 南京工业大学 | Self-resetting mortise and tenon joint |
CN103422576A (en) * | 2013-09-10 | 2013-12-04 | 南京工业大学 | Reinforcement and energy dissipation damping device for wood structure mortise and tenon joint |
CN103669897A (en) * | 2013-10-24 | 2014-03-26 | 北京工业大学 | Hidden type reinforcing node of side span node of wood structure traditional architecture and preparation method of hidden type reinforcing node |
CN104775528A (en) * | 2015-04-27 | 2015-07-15 | 南京工业大学 | Assembled semi-rigid wood structure node |
JP2015140600A (en) * | 2014-01-29 | 2015-08-03 | 株式会社ハウジング・ソリューションズ | Residual deformation suppression structure of framework joining part |
CN107630507A (en) * | 2017-10-10 | 2018-01-26 | 扬州工业职业技术学院 | A kind of center pillar is with wearing girder connection joinery and its construction and its installation method |
-
2000
- 2000-08-22 JP JP2000251609A patent/JP2002061287A/en active Pending
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7117647B2 (en) | 2003-02-26 | 2006-10-10 | Pointblank Design Inc. | System for constructing log structures |
US7313890B2 (en) | 2003-02-26 | 2008-01-01 | Pointblank Design Inc. | Wall opening support system |
US7594367B2 (en) | 2003-02-26 | 2009-09-29 | Pointblank Design Inc. | Connection structure for a log wall |
US7594370B2 (en) | 2003-02-26 | 2009-09-29 | Pointblank Design Inc. | Butt joint for logs in log structures |
JP2007321428A (en) * | 2006-05-31 | 2007-12-13 | Kanai:Kk | Joint structure of horizontal member and other structural member |
CN103422682A (en) * | 2013-08-09 | 2013-12-04 | 南京工业大学 | Self-resetting mortise and tenon joint |
CN103422576A (en) * | 2013-09-10 | 2013-12-04 | 南京工业大学 | Reinforcement and energy dissipation damping device for wood structure mortise and tenon joint |
CN103669897A (en) * | 2013-10-24 | 2014-03-26 | 北京工业大学 | Hidden type reinforcing node of side span node of wood structure traditional architecture and preparation method of hidden type reinforcing node |
JP2015140600A (en) * | 2014-01-29 | 2015-08-03 | 株式会社ハウジング・ソリューションズ | Residual deformation suppression structure of framework joining part |
CN104775528A (en) * | 2015-04-27 | 2015-07-15 | 南京工业大学 | Assembled semi-rigid wood structure node |
CN107630507A (en) * | 2017-10-10 | 2018-01-26 | 扬州工业职业技术学院 | A kind of center pillar is with wearing girder connection joinery and its construction and its installation method |
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