JP4774319B2 - Column and foundation joining device - Google Patents
Column and foundation joining device Download PDFInfo
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- JP4774319B2 JP4774319B2 JP2006085336A JP2006085336A JP4774319B2 JP 4774319 B2 JP4774319 B2 JP 4774319B2 JP 2006085336 A JP2006085336 A JP 2006085336A JP 2006085336 A JP2006085336 A JP 2006085336A JP 4774319 B2 JP4774319 B2 JP 4774319B2
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- tenon
- base
- joining
- tube
- column
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Description
本発明は、柱を基礎コンクリートに立設したアンカーボルトに接続するようにした柱と土台の接合装置に関するものである。 The present invention relates to a column / base joining apparatus in which a column is connected to an anchor bolt standing on foundation concrete.
基礎コンクリートに立設したアンカーボルトを、前記基礎コンクリート上に載置した土台と該土台上に重ね合わせた接合板を貫通させ、接合板より突出する該アンカーボルトの先端にナットを螺合して前記土台と接合板を前記基礎コンクリートに締め付けると共に、前記接合板を柱の下面に設けたスリットに嵌挿し、該接合板と前記柱を、柱の側面から打ち込んだ止着杆(ドリフトピン)で互いに接続した構造のものがある(例えば、特許文献1)。 Anchor bolts erected on the foundation concrete are passed through a base placed on the foundation concrete and a joining plate superimposed on the foundation, and a nut is screwed onto the tip of the anchor bolt protruding from the joining plate. The base plate and the joining plate are fastened to the foundation concrete, and the joining plate is inserted into a slit provided on the lower surface of the column, and the joining plate and the column are fixed by a fastening pin (drift pin) driven from the side surface of the column. There exists a thing of the structure connected mutually (for example, patent document 1).
前記従来構造のものは、柱の軸線位置に配したアンカーボルトを利用して柱と土台を基礎コンクリートに接合するという意味合いでは、強度的に優れた接合装置を構成するものであるが、柱に負荷される外力は、結局のところ、アンカーボルトに集中する構成を採るため、耐久的に問題がある。 The above-mentioned conventional structure constitutes a joining device excellent in strength in the sense that the pillar and the base are joined to the foundation concrete by using anchor bolts arranged at the axis position of the pillar. After all, the external force to be loaded has a problem in terms of durability because it is configured to concentrate on the anchor bolt.
本発明は、従来例の斯様な欠点に着目し、柱に対する外力の負荷がアンカーボルトに集中することなく、総じて耐久的な接合装置を提供することを目的として創案したものである。 This invention pays attention to such a fault of a prior art example, and it was created for the purpose of providing a generally durable joining apparatus without the load of the external force with respect to a pillar concentrating on an anchor bolt.
基礎コンクリートに載置した土台に下側から前記基礎コンクリートに突設したアンカーボルトを、上側から接合筒をそれぞれ嵌挿して互いに螺合して接続すると共に、前記接合筒の上端を係合したほぞ基盤と該ほぞ基盤の上側中央に突設したほぞ筒とで成るほぞ金物の前記ほぞ基盤を、前記土台と該土台上に立設した柱の一方又は双方に係合し、このほぞ基盤に頭部を係止し、しかも、前記ほぞ筒に嵌挿した接続ボルトの先端と前記接合筒の上部を互いに螺合して接続し、さらに、ほぞ金物の前記ほぞ筒と該ほぞ筒を嵌挿した前記柱を固定杆で互いに止着した、構成とするのである。 Anchor bolts projecting on the foundation concrete from below on the foundation placed on the foundation concrete are connected to each other by inserting the joining cylinders from above and screwing them together, and the tenon engaging the upper end of the joining cylinder The tenon base of the tenon hardware comprising a base and a tenon tube projecting from the upper center of the tenon base is engaged with one or both of the base and the pillar erected on the base, The tip of the connecting bolt fitted into the tenon tube and the upper part of the joining tube are screwed together to connect the tenon tube to the tenon tube and the tenon tube. The pillars are fixed to each other with a fixing rod.
本発明によれば、柱と土台に嵌挿されたアンカーボルトの軸線が一致した状態で柱と土台は強固に接合することができ、柱に負荷された外力がアンカーボルトに集中することなく、柱と土台に境界部における剪断力を増大させ、総じて耐久的な接合装置を提供できる。 According to the present invention, the pillar and the base can be firmly joined in a state where the axes of the anchor bolts inserted into the pillar and the base coincide with each other, and the external force loaded on the pillar is not concentrated on the anchor bolt, It is possible to increase the shearing force at the boundary between the pillar and the base, and to provide a generally durable joining device.
図面は、本発明に係る柱と土台の接合装置の各実施例を示す断面図である。 Drawing is sectional drawing which shows each Example of the joining apparatus of the pillar and foundation which concerns on this invention.
本発明に係る柱と土台の接合装置は、ほぞ金物1と接合筒2およびこれらを接続ボルト3を用いて柱4と基礎コンクリート5上に載置した土台6を互いに接合して構成したものである。
The column / base joining apparatus according to the present invention is configured by joining together a
ほぞ金物1は、中央に貫通孔7を縦設し、上下両面の中央部を該貫通孔7を取り囲むようにして凹入部1a,1bとした平面視円形のほぞ基盤8の上面側凹入部1aにほぞ筒9の下端を嵌入して熔接して構成したもので、前記貫通孔7より大径の内径を備えた円筒体で構成した前記ほぞ筒9の周側には、上下の関係においては互いに直角方向に方向を違えた通し孔10を設けてある。
The
前記接合筒2は、円柱体の上側の一半に上側ねじ穴2a、下側の他の一半に下側ねじ穴2bを、該円柱体の軸線上に設けて構成し、上側ねじ穴2aは前記接続ボルト3の螺杆部と、また、下側ねじ穴2bは前記基礎コンクリート5に立設したアンカーボルト11の螺杆部とそれぞれ螺合するねじ径としたものである。
The joining
そして、土台6に設けた係合孔12に基礎コンクリート5に立設した前記アンカーボルト11を嵌挿するようにして該土台6を基礎コンクリート5上に載置し、前記係合孔12に嵌挿したアンカーボルト11の先端部と、接合筒2の下側のねじ穴2bを互いに螺合して締付けて接合筒2をアンカーボルト11に組付け、ほぞ金物1の下部の前記ほぞ基盤8の下側凹入部1bに接合筒2の上端部を係合させつつ係合して前記ほぞ金物1を土台6上に起立させて組合わせ、該ほぞ金物1の接合筒2に接続ボルト3を嵌挿入してほぞ基盤8に設けた貫通孔7を通じてその先端を接合筒2の上側ねじ穴2aに一致させ、適宜の工具を接合筒2に差し込んで接続ボルト3を回動操作して接続ボルト3を前記上側ねじ穴2aに螺合締付けて、ほぞ金物1を接合筒2を介してアンカーボルト11に接続し、かつ、土台6はほぞ金物1のほぞ基盤8に押圧されて基礎コンクリート5になお一層強固に締付けられる一方、ほぞ金物1の接合筒2は土台6上に突設される。
Then, the
そして、下面を開口して設けた縦穴4aに接続筒2を嵌挿し、かつ、該接続筒2に形成した前記通し孔10と該通し孔10に対応させるようにして前記縦穴4aを横切るようにして柱4下部側に設けた嵌挿孔12に一致させるようにして柱4を接続筒2に組合わせ、前記各孔10,12に固定杆(ドリフトピン)13を嵌挿することによって柱4と土台6は互いに接合されている。
Then, the connecting
図1で示す第一実施例は、接合筒2やほぞ筒9より大径にした、ほぞ金物1のほぞ基盤8を、柱4側の縦穴4aの大径にした下端部4a´に嵌合したものであり、第二実施例はこのほぞ基盤8の一半を柱4側の縦穴4aの大径にした下端部4a´に、他の一半を土台6側の係合孔12の大径にした上端部12´にそれぞれ嵌合したものであり、図3の第三実施例はほぞ基盤8を土台6側に設けた係合孔12の上端部12´のみに嵌合したもので、各実施例はこの点のみが相異するだけで残余の点は前記説明の通り同構成を採る。いずれにしても、ほぞ基盤8の存在は剪断力を増大させる。
In the first embodiment shown in FIG. 1, the
1 ほぞ金物
2 接合筒
3 接続ボルト
4 柱
5 基礎コンクリート
6 土台
8 ほぞ基盤
9 ほぞ筒
11 アンカーボルト
13 固定杆
DESCRIPTION OF
Claims (1)
Anchor bolts projecting on the foundation concrete from below on the foundation placed on the foundation concrete are connected to each other by inserting the joining cylinders from above and screwing them together, and the tenon engaging the upper end of the joining cylinder The tenon base of the tenon hardware comprising a base and a tenon tube projecting from the upper center of the tenon base is engaged with one or both of the base and the pillar erected on the base, and the head of the tenon base is engaged with the tenon base. The tip of the connecting bolt fitted into the tenon tube and the upper part of the joining tube are screwed together to connect the tenon tube to the tenon tube and the tenon tube. A column / base joining apparatus in which the columns are fixed to each other with a fixing rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2006085336A JP4774319B2 (en) | 2006-03-27 | 2006-03-27 | Column and foundation joining device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2006085336A JP4774319B2 (en) | 2006-03-27 | 2006-03-27 | Column and foundation joining device |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2007262665A JP2007262665A (en) | 2007-10-11 |
JP4774319B2 true JP4774319B2 (en) | 2011-09-14 |
Family
ID=38635915
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP2006085336A Expired - Fee Related JP4774319B2 (en) | 2006-03-27 | 2006-03-27 | Column and foundation joining device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103362223A (en) * | 2012-03-27 | 2013-10-23 | 住友林业株式会社 | Wooden member joint structure |
-
2006
- 2006-03-27 JP JP2006085336A patent/JP4774319B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103362223A (en) * | 2012-03-27 | 2013-10-23 | 住友林业株式会社 | Wooden member joint structure |
CN103362223B (en) * | 2012-03-27 | 2017-10-03 | 住友林业株式会社 | Wooden member joint structure |
Also Published As
Publication number | Publication date |
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JP2007262665A (en) | 2007-10-11 |
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