JP2002061287A - T-shaped joint structure for wooden building - Google Patents

T-shaped joint structure for wooden building

Info

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
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JP
Japan
Prior art keywords
bolt
joint member
bolt hole
clamping
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
Application number
JP2000251609A
Other languages
Japanese (ja)
Inventor
Yukiyoshi Sawada
幸由 澤田
Original Assignee
Yukiyoshi Sawada
幸由 澤田
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 Yukiyoshi Sawada, 幸由 澤田 filed Critical Yukiyoshi Sawada
Priority to JP2000251609A priority Critical patent/JP2002061287A/en
Publication of JP2002061287A publication Critical patent/JP2002061287A/en
Application status is Pending legal-status Critical

Links

Abstract

PROBLEM TO BE SOLVED: To provide a simple joint structure allowing the end part of a second joint member to be joined to the side part of a first joint member and eliminating the possibility of the generation of a displacement between both of the above members. SOLUTION: A column 11 is formed with a lateral through bolt hole 14 extended through a side blind mortice 12, and a beam 16 is formed with a longitudinal blind bolt hole 18 extended through a tenon 17 at an end part and a lateral through bolt hole 19 extended across the back part of the bolt hole 18. The tenon 17 of the beam 16 is fitted into the blind mortice 12 of the column 11. A clamping bolt 21 with a bolt hole 22 is inserted into the bolt hole 14 of the column 11 and the bolt hole 18 of the beam 16, and a latching bolt 26 is inserted through the bolt hole 22 of the clamping bolt 21 into the bolt hole 19 of the beam 16. After that, the beam 16 is joined to the column 11 through the fixation of the latching bolt 26 to the beam 16 and clamping by the nut 23 of the clamping bolt 21.

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 TECHNICAL FIELD The present invention relates, in wooden building, joint ends and of the beam relative to the sides of the pillars, such as the junction of the ends of the other beam for a side portion of one of the beams, T joining the end of the second joint member on the side of the first joint member
字形接合(連結)構造に関するものである。 It relates shaped junction (connecting) 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。 BACKGROUND OF THE INVENTION first and to up the bonding strength of the second joint member, with a junction (joint) fittings, such as T-shaped having a bolt fixing portion for each joint member, indirectly joining members it has been performed to be joined to.

【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。 However the indirect bonding structure using such a connecting bracket, since the gap amount between the bolt and the first bolt holes in the second joint member and joint device is not constant, the load on the joining members When applied, the joining members are displaced individually, there is a problem that deviation arises between them.

【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。 [Problems that the Invention is to Solve The invention has been made in view of the above problem, the structure with there is no possibility of occurring deviation between the first and second bonding members to provide a simple T-junction structure It is a challenge that.

【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) Means for Solving the Problems] T-shaped junction structure in wooden buildings according to the present invention, each end of the first joint member side and the second joining member, blind mortise (tenon recess)
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、 The tenon is provided with, while tenons fitting the both parts, each of the first bonding member and the second joint member, a horizontal through-bolt holes communicating with the blind mortise, transverse through hole corresponding to the first joint member part of the horizontal through-bolt holes provided extending across the inner portion of Tatemekura bolt holes and said longitudinal blind bolt holes extending longitudinally through a tenon,
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。 The Tatemekura bolt holes of the lateral through-bolt hole and the second joint member of the first joint member abuts in a counter blind mortise side of the first joint member to the proximal end and having a bolt hole at the tip portion the tightening nut insert the engaged thereby tightening bolt, next to the through bolt hole of the second joint member, by inserting the latch bolt which penetrates through the bolt hole of the tip portion of the clamping bolt, latching a second bolt fastening via the fastening bolt by fixing the fastening nut for the bonding member, made from the configuration clamping a first bonding member and the second joint member.

【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。 [0006] In general, a transverse through-bolt hole and a second Tatemekura bolt tightening consisting hole bolt insertion bolt hole of the joint member, the length in the central portion in the lateral direction of the first joint member of the first joint member (vertical) spaced or laterally provided a pair with a transverse through-bolt holes of the second joining member provided in the lateral center portion of the pair of clamping bolt insertion bolt holes of both Tatemekura bolt holes as extending across the inner part, together with the inserts each separate clamping bolts to each clamping bolt insertion bolt holes, it can be a latching bolt inserted through the bolt holes in a pair of clamping 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。 Further tightening the nut contacting a side portion of the first joint member is provided with nuts housing recess, nuts and clamping bolt portion tightened it is possible not to protrude from the sides 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。 [0008] In the bonding structure of the present invention, by tenons fitting the blind mortise and tenon, relative displacement of the first and second joint members can be prevented.

【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。 Based on PREFERRED EMBODIMENTS Hereinafter drawings, an embodiment of a junction structure 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。 [0010] The drawings, an illustration of a form of joining the ends of the beam on the side of the pillar, the pillar 11, the center portion of the lateral (width) direction of the faces to one side and the other side, the blind and it has a pair of upper and lower nuts accommodation recess 13 and mortise 12, and a pair of upper and lower horizontal through-bolt holes 14 extending from the respective nuts accommodation recess 13 until 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 [0011] The other beam 16, the center portion of the lateral end portion, a tenon 17, a pair of upper and lower Tatemekura bolt holes 18 extending longitudinally through the tenon 17, a pair of Tatemekura bolt holes 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 Horizontal through-bolt holes 1 of one extending in the up and down across the back portion
9を有している。 It has a 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 [0012] Column 11 and the beam 16, while fitting the tenon 17 of the beam 16 to the blind mortise 12 of the column 11, the nuts housing recess 13 of the pillar 11, upper and lower pair of transverse through-bolt holes 14 and the beam 16 of each of the pair of upper and lower tightening bolts inserted bolt holes consisting of a pair of upper and lower Tatemekura bolt holes 18, insert the respective pair of clamping bolts (battledore bolt) 21 having an elliptical bolt hole 22 in the tip portion, and the beam 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 Beside the through bolt holes 19 of the bolt 26 over, inserted through the bolt hole 22 of the tip portions of the fastening bolts 21, the beam 1 via the nut 27 of the latching bolt 26
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。 Fixing and for 6, the tightening of the tightening bolt 21 through the tightening nut 23 is firmly joined.

【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] connection structure of the present invention, In addition, as it can be implemented in a variety of forms, but is not limited to the above embodiment.

【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。 Effects of the Invention According to the joint structure of the present invention, since the joint portion of the joining members to tenon fitting, there is no possibility of relative displacement occurs between the substantially two.

【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。 [0015] According to this bonding structure, joining fittings such as T-shaped as in the prior art is not used, since using bolts nuts only, material cost, operating cost and the like is low.

【図面の簡単な説明】 BRIEF DESCRIPTION OF THE DRAWINGS

【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。 1 is a side view, with parts cut away, of an embodiment of a joint 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。 2 is a plan view, with parts cut away of the embodiment shown in FIG.

【符号の説明】 DESCRIPTION OF SYMBOLS

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 11 Column 12 blind mortise 13 nuts housing recess 14 transverse through-bolt holes 16 Beam 17 tenon 18 Tatemekura bolt hole 19 transverse through-bolt hole 21 fastening bolt 22 bolt hole 23 nut 26 engaging bolt 27 nut

Claims (3)

    【特許請求の範囲】 [The claims]
  1. 【請求項1】 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 1. A respective end of the first joint member side and the second joining member, provided with a blind mortise and tenon, while tenons fitting the both parts, first a first joint member each second joining member, and a transverse through-bolt holes communicating with the blind mortise, transverse through hole corresponding portion of Tatemekura bolt holes and said longitudinal blind bolt holes through the tenon extending the length of the first joint member the lateral through-bolt holes extending across the inner part is provided, the first to Tatemekura bolt hole in the transverse through-bolt hole and the second joint member of the first joint member, the proximal end portion and having a bolt hole at the tip portion abutting clamping nut counterclockwise blind mortise side joint member to insert the engaged thereby tightening bolt, next to the through bolt hole of the second joint member, multiplied by penetrating through the bolt hole of the tip portion of the clamping bolt insert the bolt, solid with respect to the second joint member latching bolt 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。 Constant tightening through the tightening of the tightening bolts by nuts, comprising tightening the first bonding member and the second joint member, wooden building T-shaped joint structure.
  2. 【請求項2】 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。 Wherein the first lateral through-bolt hole and the second bolt insertion bolt hole fastening consisting Tatemekura bolt hole of the joint member of the joint member, the length direction in the transverse direction central portion of the first joint member or laterally with at intervals providing a pair, the lateral through-bolt hole of the second joint member, provided in the transverse direction central portion, the inner portion of both Tatemekura bolt holes in a pair of clamping bolt insertion bolt holes across as extending, with inserts each separate clamping bolts to each clamping bolt insertion bolt holes, latch formed by inserted through the bolt holes of both clamping bolt bolts, wooden building according to claim 1, wherein T-shaped junction structure.
  3. 【請求項3】 第一の接合部材の締め付けナット当接側部に、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。 To 3. A fastening nut contacting side of the first joint member, formed by providing a housing recess of the clamping nut and clamping bolt unit according to claim 1 or 2 T-shaped junction structure wooden structure as claimed.
JP2000251609A 2000-08-22 2000-08-22 T-shaped joint structure for wooden building Pending JP2002061287A (en)

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

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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

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JP (1) JP2002061287A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
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
CN103422576A (en) * 2013-09-10 2013-12-04 南京工业大学 Device for reinforcement, energy dissipation and seismic mitigation of tenon and mortise joint of timber structure
CN103422682A (en) * 2013-08-09 2013-12-04 南京工业大学 Self-rearranging 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 joint
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

Cited By (10)

* Cited by examiner, † Cited by third party
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
US7594370B2 (en) 2003-02-26 2009-09-29 Pointblank Design Inc. Butt joint for logs in log structures
US7594367B2 (en) 2003-02-26 2009-09-29 Pointblank Design Inc. Connection structure for a log wall
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-rearranging mortise and tenon joint
CN103422576A (en) * 2013-09-10 2013-12-04 南京工业大学 Device for reinforcement, energy dissipation and seismic mitigation of tenon and mortise joint of timber structure
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 joint

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