JP2005023622A - Connection device between column and horizontal member - Google Patents
Connection device between column and horizontal member Download PDFInfo
- Publication number
- JP2005023622A JP2005023622A JP2003189254A JP2003189254A JP2005023622A JP 2005023622 A JP2005023622 A JP 2005023622A JP 2003189254 A JP2003189254 A JP 2003189254A JP 2003189254 A JP2003189254 A JP 2003189254A JP 2005023622 A JP2005023622 A JP 2005023622A
- Authority
- JP
- Japan
- Prior art keywords
- column
- tenon
- holes
- horizontal member
- mortices
- 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
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Abstract
Description
【0001】
【産業上の利用分野】
本発明は、柱と横材すなわち梁や桁などの横架材や土台との接合装置に関するもので、既設の柱の取替えや搬送上好適なほぞ付柱に適用するものである。
【0002】
【従来の技術】
柱に設けた受入穴にほぞ材の一端を嵌挿して前記柱に止着し、柱より突出する前記ほぞ材の他の一端を土台に嵌挿するようにした構造のものがある(例えば、特許文献1)。
【0003】
【特許文献1】
特開平10−338968号公報
【0004】
【発明が解決しようとする課題】
前記従来例は、柱側に加工成形していたほぞに代えて金属製の棒杆体をほぞ材に適用したものであるが、従前のほぞを加工成形した柱と同様に、ほぞ材が柱より突出しているので、既設の柱の取替えに適用できない。
【0005】
本発明は、従来例の斯様な欠点に着目し、既設の柱の取替え作業に用いるに好適な装置を提供すべく創案したものである。
【0006】
【課題を解決するための手段】
柱の端部に、梁や桁などの横架材や土台などの横材に設けたほぞ穴と一致する位置にして係合穴を設け、該係合穴内に、前記ほぞ穴に先端側の一半を係合するほぞ材を突出自在に収設し、該ほぞ材の前記先端側の一半に前記横材に前記ほぞ穴と交叉させて設けた、接続杆の嵌挿孔と一致させる貫通孔を、後端側の他の一半には前記柱の端部に前記係合穴と交叉させて設けた、接続杆の嵌挿孔と一致させる貫通孔をそれぞれ設けると共に、ほぞ材に貫通させた操作紐の両端を前記係合穴より導出して柱の前記端部を通じて該部に導出した構成とするのである。
【0007】
【発明の実施の形態】
図面は本発明に係る柱と横材の接合装置の実施形態を示し、図1は縦断面図、図2は図1の中央縦断面図、図3は柱を横架材等に組付ける前の状態の断面図、図4は柱の正面図、図5は柱の拡大斜視図、図6はほぞ材の拡大斜視図、図7はほぞ材の他の実施形態の拡大斜視図である。
【0008】
図示、1,2は既設の土台と横架材で、実施形態はこれら土台1と横架材(梁や桁)2との間に介在した柱(既設の)に代って新設の柱3を配するようにした、所謂柱の取替えに際して本発明を適用したものである。
【0009】
前記土台1と横架材2にほぞ材4,5の一半4a,5aを嵌挿する断面円形のほぞ穴6,7を相対向させて設けると共に、その側面にはほぞ穴6,7の軸線と直交し、かつ、ほぞ穴6,7の長手(深さ)方向の中間部に位置する嵌挿孔8,9を設けてある。
【0010】
なお、既設の土台や横架材側のほぞ穴の場合、既設の柱本体に突設し、該柱本体から分断したほぞ材を該ほぞ穴から抜き出すことによってほぞ穴を形成する手段もあるが、この場合、ほぞ穴は断面方形となっているのが通常で、該ほぞ穴に対応する径を備えたほぞ材が用いられることになる。
【0011】
土台1と横架材2との間に介在させた前記柱3は両端面3´,3´´に土台1又は横架材2のほぞ穴6,7と一致する中央部位にして係合穴10,11を設け、該係合穴10,11に前記ほぞ材4,5を収容してある。
【0012】
ほぞ材4,5は円筒体(角筒体でも良く、角筒体を用いる場合は前記ほぞ穴は該角筒体の断面形と一致する方形にするか、それよりも大径な断面円形にすることになる)で成り、前記一半4a,5a側である先端側の、土台1又は横架材2の前記ほぞ穴6,7に嵌挿したときに土台1又は横架材2に設けた嵌挿穴8,9と一致する位置に、貫通孔12,13を設けると共に、基端側の他の一半4b,5b側には同じく貫通孔14,15を設け、該貫通孔14,15は、前記先端側の一半4a,5aをほぞ穴6,7に嵌挿したときに柱3の端部側に設けた嵌挿孔16,17と一致する位置にして、前記の通り、ほぞ材4,5の基端側の他の一半に設けてある。
【0013】
また、柱3の上端部側の係合穴10に収容した上側のほぞ材4の基端部(下端部)と柱3の下端部側の係合穴11に収容した下側のほぞ材5の先端部(下端部)のそれぞれには前記貫通孔12,13,14,15乃至嵌挿孔8,9,16,17の軸線方向と直交する方向にして通孔18,19を設け、該通孔18,19に貫通させた操作紐20,21の両端を前記ほぞ穴6,7より導出して、柱3の前記端面3´,3´´に前記通孔18,19と平行する方向にして設けた案内溝22,23を通じて柱3外部に導出し、その両端を柱3に止着手段24,24´によって止着して実施形態としたものである。
【0014】
この実施形態を得るには、柱3に設けた係合穴10,11に通孔18,19を通じて操作紐20,21を組合わせた状態のほぞ材4,5を、上側のほぞ材4にあってはその操作紐20を組付けた基端側から、下側のほぞ材5にあっては操作紐21を組付けていない側の先端側からそれぞれ嵌挿、収容し、係合穴10,11より導出させた操作紐20,21の両端を止着手段24,24´によって柱3に止着し、下側の案内溝23に弾性材より成る蓋杆25をその弾性を利用して強制的に嵌合して該蓋杆25(必ずしも必要としない)によって下側のほぞ材5の係合穴11からの、自重による脱落を確実に防止させ、土台1や横架材2側のほぞ穴6,7に係合穴10,11が一致する位置になるようにして柱3を土台1と横架材2との間に介在させて得られる。
【0015】
そして、一方の止着手段24を取り外して該取り外した止着手段24側の操作紐20の端部を引っ張ると、係合穴10内に存する紐20部分の長さが総体的に短くなるから、ほぞ材4は操作紐20の移動に伴って上昇し、該上側の係合穴10と一致する位置に存する横架材2側のほぞ穴6に先端側の一半が嵌挿され、ほぞ材4に設けた貫通孔12,13が横架材2又は柱3の上端部に設けた嵌挿孔8,16とが互いに一致する位置まで上昇し、この状態で横架材2と柱3の前記嵌挿孔8,16に前記貫通孔12,14を通じて接続杆26をそれぞれ嵌挿すると柱3と横架材2は接合される。
【0016】
また、蓋杆25を案内溝23より取り外して、前記柱3上部側の操作と同様に一方の止着手段24を取り外して、該取り外した止着手段24側の操作紐20を緩めると、操作紐20によって係合穴11から突出を規制されていた下側のほぞ材5は自重によって係合穴11から突出して降下し土台1側のほぞ穴7内に嵌挿し、ほぞ材5側の貫通孔15,13が、柱3又は土台1側の嵌挿孔17,9に一致し、この状態で土台1と柱3下部側の嵌挿孔13に貫通孔9を通じて接続杆26をそれぞれ嵌挿することによって柱3下部と土台1は接合されるのである。
【0017】
図7で示す第二実施形態のほぞ材4,5は通孔18,19に代えて切欠18A,19Aを設けたものである。
【0018】
【発明の効果】
本発明は前記の通りの構成であるから、既設の横架材等の横材間にほぞ材を組付けた柱を介在させ、該ほぞ材を横材に部分的に嵌挿させてほぞ材を接続杆で横材と柱に固定することにより柱と横材を確実に接合することができる。また、柱側にほぞ材を組付け、これを突出させてほぞを構成させて柱と横材を接合するようにしたものであるから、既設の横材にはほぞ穴と接続杆嵌挿用の嵌挿孔を設けるという加工だけで足りるから、大工事を必要とせずに柱の取替えを行える。
【図面の簡単な説明】
【図1】縦断面図。
【図2】図1の中央縦断面図。
【図3】柱を横架材等に組付ける前の状態の断面図。
【図4】柱の正面図。
【図5】柱の拡大斜視図。
【図6】ほぞ材の拡大斜視図。
【図7】ほぞ材の他の実施形態の拡大斜視図。
【符号の説明】
1 土台
2 横架材
3 柱
4,5 ほぞ材
8,9,16,17 嵌挿孔
10,11 係合穴
12,13,14,15 貫通孔
20,21 操作紐
26 接続杆[0001]
[Industrial application fields]
The present invention relates to a joining device for a column and a horizontal member, that is, a horizontal member such as a beam or a girder, or a foundation, and is applied to a tenoned column suitable for replacement of an existing column or transportation.
[0002]
[Prior art]
There is a structure in which one end of the tenon material is inserted into the receiving hole provided in the column and fixed to the column, and the other end of the tenon material protruding from the column is inserted into the base (for example, Patent Document 1).
[0003]
[Patent Document 1]
Japanese Patent Laid-Open No. 10-338968
[Problems to be solved by the invention]
In the conventional example, a metal rod rod is applied to the tenon instead of the tenon processed and formed on the column side. Because it protrudes, it cannot be applied to the replacement of existing pillars.
[0005]
The present invention has been devised to provide an apparatus suitable for use in the replacement work of existing pillars, paying attention to such drawbacks of the conventional example.
[0006]
[Means for Solving the Problems]
An engagement hole is provided at the end of the column at a position that coincides with a mortise provided in a horizontal member such as a beam or a girder or a horizontal member such as a base. A tenon that engages one half of the tenon is provided so as to be freely projectable, and a through hole that matches with the insertion hole of the connecting rod provided in the half of the tenon at the tip side of the tenon to cross the tenon. In the other half of the rear end side, a through hole is provided at the end of the column so as to cross the engagement hole, and is matched with the fitting insertion hole of the connection rod, and the tenon material is penetrated. Both ends of the operation string are led out from the engagement holes and led to the portions through the end portions of the columns.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
The drawings show an embodiment of a column and horizontal member joining apparatus according to the present invention, FIG. 1 is a longitudinal sectional view, FIG. 2 is a central longitudinal sectional view of FIG. 1, and FIG. 4 is a front view of the column, FIG. 5 is an enlarged perspective view of the column, FIG. 6 is an enlarged perspective view of the tenon material, and FIG. 7 is an enlarged perspective view of another embodiment of the tenon material.
[0008]
In the figure,
[0009]
The
[0010]
In addition, in the case of the mortise on the existing foundation or horizontal member side, there is also a means to form a mortise by projecting from the existing column main body and extracting the tenon material separated from the column main body from the mortise hole In this case, the mortise usually has a square cross section, and a mortise material having a diameter corresponding to the mortise is used.
[0011]
The
[0012]
The
[0013]
Moreover, the
[0014]
In order to obtain this embodiment, the
[0015]
Then, when one fastening means 24 is removed and the end of the
[0016]
Further, when the
[0017]
The
[0018]
【The invention's effect】
Since the present invention has the configuration as described above, a tenon member is interposed between a cross member such as an existing horizontal member, and the tenon member is partially inserted into the cross member. The column and the cross member can be securely joined by fixing the cross member to the cross member and the column with a connecting rod. In addition, tenon material is assembled on the pillar side, and this is projected to form a tenon so that the pillar and the cross member are joined together. Since it is only necessary to provide a fitting hole, it is possible to replace the pillar without requiring a large construction.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view.
FIG. 2 is a central longitudinal sectional view of FIG.
FIG. 3 is a cross-sectional view of a state before a column is assembled to a horizontal member or the like.
FIG. 4 is a front view of a pillar.
FIG. 5 is an enlarged perspective view of a pillar.
FIG. 6 is an enlarged perspective view of a tenon material.
FIG. 7 is an enlarged perspective view of another embodiment of a tenon material.
[Explanation of symbols]
DESCRIPTION OF
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2003189254A JP4001570B2 (en) | 2003-07-01 | 2003-07-01 | Column and cross member joining device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2003189254A JP4001570B2 (en) | 2003-07-01 | 2003-07-01 | Column and cross member joining device |
Publications (2)
Publication Number | Publication Date |
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JP2005023622A true JP2005023622A (en) | 2005-01-27 |
JP4001570B2 JP4001570B2 (en) | 2007-10-31 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2003189254A Expired - Lifetime JP4001570B2 (en) | 2003-07-01 | 2003-07-01 | Column and cross member joining device |
Country Status (1)
Country | Link |
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JP (1) | JP4001570B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006152721A (en) * | 2004-11-30 | 2006-06-15 | Daiwa House Ind Co Ltd | Column fixing unit and column fixing method |
KR20180078769A (en) * | 2016-12-30 | 2018-07-10 | 이성 | Assembling type pier |
JP2018162582A (en) * | 2017-03-24 | 2018-10-18 | 積水ハウス株式会社 | Joint structure of column end, fixing structure of column, and joining method of column of end part |
-
2003
- 2003-07-01 JP JP2003189254A patent/JP4001570B2/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006152721A (en) * | 2004-11-30 | 2006-06-15 | Daiwa House Ind Co Ltd | Column fixing unit and column fixing method |
JP4653468B2 (en) * | 2004-11-30 | 2011-03-16 | 大和ハウス工業株式会社 | Column fixing unit and column fixing method |
KR20180078769A (en) * | 2016-12-30 | 2018-07-10 | 이성 | Assembling type pier |
KR101973701B1 (en) * | 2016-12-30 | 2019-04-29 | 이성 | Assembling type pier |
JP2018162582A (en) * | 2017-03-24 | 2018-10-18 | 積水ハウス株式会社 | Joint structure of column end, fixing structure of column, and joining method of column of end part |
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Publication number | Publication date |
---|---|
JP4001570B2 (en) | 2007-10-31 |
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Free format text: JAPANESE INTERMEDIATE CODE: R250 |
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EXPY | Cancellation because of completion of term |