JP2003013508A - Fastening device of strut and groundsill - Google Patents
Fastening device of strut and groundsillInfo
- Publication number
- JP2003013508A JP2003013508A JP2001200658A JP2001200658A JP2003013508A JP 2003013508 A JP2003013508 A JP 2003013508A JP 2001200658 A JP2001200658 A JP 2001200658A JP 2001200658 A JP2001200658 A JP 2001200658A JP 2003013508 A JP2003013508 A JP 2003013508A
- Authority
- JP
- Japan
- Prior art keywords
- base
- joining
- substrate
- foundation concrete
- spacer
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、木造建物における柱と
土台の締結装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fastening device for a pillar and a base in a wooden building.
【0002】[0002]
【従来の技術】ほぞ接合手段が用いられており、接合
(締結)強度を補うため、所謂ホールダウン金物(引寄
せ金物)を用いて柱を土台を介して基礎コンクリートに
緊結するようにしている。2. Description of the Related Art Tenon joining means are used, and in order to supplement joining (fastening) strength, so-called hole-down hardware (pulling hardware) is used to bond columns to foundation concrete through a foundation. .
【0003】[0003]
【発明が解決しようとする課題】前記従来例は、ホール
ダウン金物を用いることによりほぞ接合では機能しない
接合強度を補うものではあるが、ホールダウン金物は基
礎コンクリートに突設したアンカーボルトの位置に合わ
せて柱の周面に突設して配置するため、これを壁内に納
める必要があり、従って、壁構造を制約することにな
る。The above-mentioned conventional example is to supplement the joint strength, which does not work in tenon joint, by using the hole-down hardware, but the hole-down hardware is located at the position of the anchor bolt projecting on the foundation concrete. Since it is also arranged so as to project on the peripheral surface of the column, it must be housed in the wall, thus limiting the wall structure.
【0004】本発明は、ホールダウン金物を用いた同様
に柱を土台を介して基礎コンクリートに締結することが
でき、ホールダウン金物を省略することによる壁構造の
選択の自由等々の種々の利点を期待できる斬新な構造の
柱と土台の締結装置を提供することを目的として創案し
たものである。According to the present invention, similarly to the case where the hole-down hardware is used, the column can be fastened to the foundation concrete through the foundation, and various advantages such as freedom of selection of the wall structure by omitting the hole-down hardware can be obtained. It was created for the purpose of providing a promising novel structure of the pillar and the base fastening device.
【0005】[0005]
【課題を解決するための手段】基礎コンクリート上に載
置した土台と、基板に接合板を立設して構成した接合金
物の前記土台上に載置した前記基板を、前記基礎コンク
リートに突設したアンカーボルトとこれに螺合したナッ
トによって前記基礎コンクリートに締付けると共に、前
記ナットを係合したスペーサを介して前記基板上に起立
させた柱と、前記スペーサを通じて該柱に嵌挿した前記
接合板を、固定杆で互いに止着したことを基本的手段と
し、接合金物の基板を土台の上面に形成した凹入部に密
嵌させた構成にすることにより、土台に対する接合金物
の動きを規制して、柱の土台乃至基礎コンクリートに対
するより安定した締結状態を得られる。[Means for Solving the Problems] A base placed on a foundation concrete, and a substrate placed on the base of a joint metal article constituted by vertically arranging a joint plate on the substrate are projected on the foundation concrete. The anchor bolt and the nut screwed to the anchor bolt are tightened to the basic concrete, and the pillar is erected on the substrate through the spacer engaged with the nut, and the joint plate fitted into the pillar through the spacer. The basic means is that they are fixed to each other with a fixed rod, and the movement of the joining metal object with respect to the base is regulated by making the structure in which the substrate of the joining metal object is tightly fitted in the recess formed on the upper surface of the base. , A more stable fastening condition can be obtained for the foundation of pillars or foundation concrete.
【0006】[0006]
【実施例】図面は本発明に係る柱と土台の締結装置の一
実施例を示し、図1は縦断面図、図2は図1の中央縦断
面図、図3は各部材を分解して示した斜視図、図4は締
結金具の斜視図、図5はスペーサの斜視図である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawings show an embodiment of a fastening device for a pillar and a base according to the present invention. FIG. 1 is a vertical sectional view, FIG. 2 is a central vertical sectional view of FIG. 1, and FIG. The perspective view shown, FIG. 4 is a perspective view of the fastener, and FIG. 5 is a perspective view of the spacer.
【0007】図中、1は基礎コンクリート2上に載置し
た土台で、土台1は、長手方向(見付け方向)に沿う中
央に並べて設けた一対の貫通孔3,3に前記基礎コンク
リート2にアンカー部4a,4aを埋設して突設した一
対のアンカーボルト4,4のボルト部4b,4bを貫通
させるようにして前記の通り基礎コンクリート2上に載
置したものである。この土台1の前記貫通孔3,3と重
なり合う上面部分には接合金物5の方形状の基板5aの
厚さの深さにして、かつ、一致する大きさの凹入部6
(この凹入部があることにより柱13の位置が決まり、
後工事の作業が行い易い)を設けてあり、該凹入部6
に、透孔7において前記ボルト部4bを貫通さえるよう
にして前記基板5aを密嵌(この密嵌により外力である
圧縮や引張り力だけでなく水平力に対しても有効に働く
ことになる)して前記接合金物5を載置し、基板5aよ
り突出するボルト部4b(アンカーボルト4)の先端に
ナット8を螺合して基礎コンクリート2に締付けてあ
る。In the figure, 1 is a foundation placed on a foundation concrete 2, and the foundation 1 is anchored to the foundation concrete 2 in a pair of through holes 3 and 3 arranged in the center along the longitudinal direction (finding direction). The pair of anchor bolts 4, 4 in which the portions 4a, 4a are embedded and projected are placed on the concrete foundation 2 as described above so that the bolt portions 4b, 4b of the pair of anchor bolts 4, 4 penetrate. In the upper surface portion of the base 1 which overlaps the through holes 3 and 3, the recessed portion 6 having the same depth as the thickness of the rectangular substrate 5a of the metal joint 5 is formed.
(The position of the pillar 13 is determined by the presence of this recess,
It is easy to carry out post-construction work), and the recess 6
In addition, the substrate 5a is tightly fitted so as to penetrate the bolt portion 4b in the through hole 7 (this tight fitting effectively acts not only on the external force of compression or tension but also on the horizontal force). Then, the joint metal 5 is placed, and a nut 8 is screwed onto the tip of a bolt portion 4b (anchor bolt 4) projecting from the substrate 5a and tightened to the basic concrete 2.
【0008】接合金物5は、前記基板5aと該基板5a
見付け方向の中央に立設した接合板5bとで成り、接合
板5bを中央にして両側に接合板5bから互いに等距離
を置いて前記一対の透孔7,7を基板5aに設けて構成
したもので、この接合金物5の基板5a上には、見付け
方向中央に設けたスリット9に金具5の前記接合板5b
を嵌挿させ、かつ、該スリット9を中央として両側に設
けた透孔状の嵌合空間10に前記ナット8およびナット
8より突出するボルト4(ボルト部4b)の先端部を嵌
合させるようにしてスペーサ11を載置し、このスペー
サ11上に見付け方向の中央に設けたスリット12にス
ペーサ11より突出する接合金物5の前記接合板5bの
上部を嵌挿するようにして柱13を載置起立させ、該柱
13の所要個所に設けた貫通孔14をこれに一致するよ
うにして接合板5bに設けた透孔15に固定杆(実施例
ではドリフトピン)16を嵌挿して柱13と接合金物5
を締結して実施例装置とするのである。The metal joint 5 comprises the substrate 5a and the substrate 5a.
The joining plate 5b is provided upright at the center in the finding direction, and the pair of through holes 7 and 7 are provided in the substrate 5a at equal distances from the joining plate 5b on both sides with the joining plate 5b as the center. On the board 5a of the metal fitting 5, the slit 9 provided at the center of the fitting direction is provided with the joining plate 5b of the metal fitting 5.
So that the nut 8 and the tip of the bolt 4 (bolt portion 4b) protruding from the nut 8 are fitted into the through hole-like fitting space 10 provided on both sides with the slit 9 as the center. Then, the spacer 11 is placed, and the column 13 is placed so that the upper portion of the joining plate 5b of the joining metal 5 protruding from the spacer 11 is fitted into the slit 12 provided on the spacer 11 at the center in the finding direction. The column 13 is erected upright, and the through hole 14 provided at a required position of the column 13 is fitted into the through hole 15 provided in the joining plate 5b, and the fixed rod (drift pin in the embodiment) 16 is inserted therein. And joining hardware 5
Are fastened to form the apparatus of the embodiment.
【0009】なお、図示、17は大引で、大引17は端
面に設けたほぞ18を土台1の側面に設けたほぞ穴19
に係合して組付け、該組付け部分に、前記接合金具5
(基板5a)と柱13を載置して大引17(ほぞ18)
の土台1(ほぞ穴19)からの浮き上りを防ぐようにし
てある。In the figure, 17 is a large pull, and the large pull 17 has a tenon 18 provided on the end face and a tenon 19 provided on the side surface of the base 1.
Assembling by engaging with the
Placing the (substrate 5a) and the pillar 13 on, the Daihiki 17 (tenon 18)
It is designed to prevent lifting from the base 1 (mortise 19).
【0010】大引(又は他の土台)の土台1に対する組
付けは実施例のようなほぞ接合手段の他に接合金物を用
いる手段もある。For assembling the Daihiki (or other base) to the base 1, there is a means for using a joining metal object other than the tenon joining means as in the embodiment.
【0011】また、スペーサ11は合成樹脂を素材とし
たが金属でも良い。このスペーサ11のスリット9の開
口端を拡開状にしたのは、接合金物5の接合板5bを該
スリット9に嵌挿する際の案内機能をさせることと、接
合金物5を得る(製造する)際の接合板5bと基板5a
との熔接部の「逃げ」とするためである。Although the spacer 11 is made of synthetic resin, it may be made of metal. The open end of the slit 9 of the spacer 11 is expanded so that the joint plate 5b of the metal joint 5 is guided and inserted into the slit 9 and the metal joint 5 is obtained. ) Bonding plate 5b and substrate 5a
This is because it is an "escape" of the welded part with.
【0012】なおまた、接合金物5の接合板5bの上端
を円弧状と成し、該円弧状に一致するように柱13に設
けたスリット12の上端を円弧状にしたのは、施工時、
接合板5bに対し柱13を上方側から降下してきたとき
(クレーンで吊り下げて)、この上端の円弧状(接合板
5b側とスリット12側の)が互いに一致して接合板5
b側の透孔15と柱13側の貫通孔14の「位置だし」
を容易に行えるようにするためである。柱13側の円弧
状の加工は、プレカット加工の際の丸鋸の円弧形をその
まま適用でき(接合板5b側の円弧はもとよりこれに一
致させて)るから、時間の短縮を図ることができる。The upper end of the joint plate 5b of the joint metal 5 is formed in an arc shape, and the upper end of the slit 12 provided in the pillar 13 so as to match the arc shape is formed in an arc shape.
When the pillar 13 is descended from the upper side with respect to the joining plate 5b (suspended by a crane), the arc shapes of the upper ends (on the joining plate 5b side and the slit 12 side) are aligned with each other and the joining plate 5
"Positioning" of the through hole 15 on the b side and the through hole 14 on the pillar 13 side
This is for facilitating the operation. The circular arc processing on the column 13 side can be applied as it is in the circular saw circular arc shape at the time of pre-cut processing (the circular arc on the joining plate 5b side as well as the circular arc shape on the joining plate 5b) can be applied, so that the time can be shortened. it can.
【0013】[0013]
【発明の効果】本発明は、前記の通り、アンカーボルト
に組付けた接合金物に柱を組付けた構成を採るから、柱
は該アンカーボルトを突設した基礎コンクリートと一体
的となった動き(揺れ)をすることになり、地震などを
原因とする振動に対して耐久的な締結装置を提供でき
る。As described above, according to the present invention, since the pillar is assembled to the joint metal fitting assembled to the anchor bolt, the pillar is integrated with the basic concrete projecting the anchor bolt. (Swaying), it is possible to provide a fastening device that is durable against vibration caused by an earthquake or the like.
【図1】縦断面図。FIG. 1 is a vertical sectional view.
【図2】図1の中央縦断面図。FIG. 2 is a central longitudinal sectional view of FIG.
【図3】各部材を分解して示した斜視図。FIG. 3 is an exploded perspective view of each member.
【図4】締結金具の斜視図。FIG. 4 is a perspective view of a fastener.
【図5】スペーサの斜視図。FIG. 5 is a perspective view of a spacer.
1 土台 2 基礎コンクリート 4 アンカーボルト 5 接合金物 5a 基板 5b 接合板 8 ナット 11 スペーサ 13 柱 1 foundation 2 foundation concrete 4 anchor bolts 5 Joining hardware 5a substrate 5b Bonding plate 8 nuts 11 Spacer 13 pillars
───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E125 AA03 AA18 AA45 AB12 AC23 AG03 AG04 AG12 AG23 AG38 BB02 BB09 BB12 BB22 BB36 BC09 BD01 BE02 BE04 BE07 BE08 BF06 CA04 CA05 CA09 CA14 CA79 EA17 EA33 EB02 EB04 EB08 ─────────────────────────────────────────────────── ─── Continued front page F term (reference) 2E125 AA03 AA18 AA45 AB12 AC23 AG03 AG04 AG12 AG23 AG38 BB02 BB09 BB12 BB22 BB36 BC09 BD01 BE02 BE04 BE07 BE08 BF06 CA04 CA05 CA09 CA14 CA79 EA17 EA33 EB02 EB04 EB08
Claims (2)
基板に接合板を立設して構成した接合金物の前記土台上
に載置した前記基板を、前記基礎コンクリートに突設し
たアンカーボルトとこれに螺合したナットによって前記
基礎コンクリートに締付けると共に、前記ナットを係合
したスペーサを介して前記基板上に起立させた柱と、前
記スペーサを通じて該柱に嵌挿した前記接合板を、固定
杆で互いに止着した、柱と土台の締結装置。1. A base placed on foundation concrete,
The substrate placed on the base of the joining metal article formed by standing the joining plate on the substrate, the anchor bolt projecting on the foundation concrete and tightened to the foundation concrete by a nut screwed to the anchor bolt, A post-base fastening device in which a post erected on the substrate via a spacer engaged with a nut and the joint plate fitted into the post through the spacer are fixed to each other with a fixing rod.
凹入部に密嵌させた、請求項1記載の柱と土台の締結装
置。2. The pillar-to-base fastening device according to claim 1, wherein the substrate of the bonded metal article is tightly fitted in the recess formed in the upper surface of the base.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001200658A JP3583389B2 (en) | 2001-07-02 | 2001-07-02 | Column and base fastening device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001200658A JP3583389B2 (en) | 2001-07-02 | 2001-07-02 | Column and base fastening device |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2003013508A true JP2003013508A (en) | 2003-01-15 |
JP3583389B2 JP3583389B2 (en) | 2004-11-04 |
Family
ID=19037745
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001200658A Expired - Lifetime JP3583389B2 (en) | 2001-07-02 | 2001-07-02 | Column and base fastening device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3583389B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006291665A (en) * | 2005-04-14 | 2006-10-26 | Iida Sangyo:Kk | Structure with column standing on horizontal member |
JP2007186954A (en) * | 2006-01-16 | 2007-07-26 | Kaneshin:Kk | Joining device for column and sill |
JP2007191869A (en) * | 2006-01-17 | 2007-08-02 | Kaneshin:Kk | Joining system for column and sill |
JP2007217945A (en) * | 2006-02-16 | 2007-08-30 | Kaneshin:Kk | Connection device of column and foundation |
-
2001
- 2001-07-02 JP JP2001200658A patent/JP3583389B2/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006291665A (en) * | 2005-04-14 | 2006-10-26 | Iida Sangyo:Kk | Structure with column standing on horizontal member |
JP2007186954A (en) * | 2006-01-16 | 2007-07-26 | Kaneshin:Kk | Joining device for column and sill |
JP2007191869A (en) * | 2006-01-17 | 2007-08-02 | Kaneshin:Kk | Joining system for column and sill |
JP2007217945A (en) * | 2006-02-16 | 2007-08-30 | Kaneshin:Kk | Connection device of column and foundation |
Also Published As
Publication number | Publication date |
---|---|
JP3583389B2 (en) | 2004-11-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3714902B2 (en) | Column and cross member joining device | |
JP2003013508A (en) | Fastening device of strut and groundsill | |
JP2008014123A (en) | Vertical lumber member installation hardware | |
JP2002013200A (en) | Connecting structure for wooden building | |
JP2575549Y2 (en) | Glued-column joint structure | |
JP5032028B2 (en) | Column and foundation joining device | |
JP4718234B2 (en) | Column joining device | |
JP2003293458A (en) | Hanging fixture structure for housing unit | |
JP3130864B2 (en) | Wooden building | |
JPH0533351A (en) | Steel column base of steel frame structure and execution thereof | |
JPH09273213A (en) | Fixing metal fitting, installation method thereof, and column base foundation joint construction | |
JP3618308B2 (en) | Upper column and lower column joining device | |
JP4837393B2 (en) | Column and foundation joining device | |
JP2959757B2 (en) | Attracting hardware of wooden building | |
JP2004244965A (en) | Rigid frame for wooden structure | |
JP2003020724A (en) | Joining device of column and horizontal member | |
JPH09111877A (en) | Column base-column beam connecting structure, and metallic material used therein | |
JP3084496U (en) | Pillar / base fastening structure and its fasteners in wooden buildings | |
JPH11229502A (en) | Joining tool, joining method and joining structure of house unit | |
JP2005171525A (en) | Column base fixture, and connection structure between column and foundation using the column base fixture | |
JP2891415B1 (en) | Equipment for joining horizontal members in wooden buildings | |
JP2002266440A (en) | Column fixing device | |
JPS62288238A (en) | Column base support jig | |
JP2003278281A (en) | Setting structure of column of building | |
JPH0988191A (en) | Sill plate |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20040209 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20040309 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20040506 |
|
A911 | Transfer to examiner for re-examination before appeal (zenchi) |
Free format text: JAPANESE INTERMEDIATE CODE: A911 Effective date: 20040528 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20040629 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20040728 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 3583389 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20070806 Year of fee payment: 3 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080806 Year of fee payment: 4 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090806 Year of fee payment: 5 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090806 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100806 Year of fee payment: 6 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110806 Year of fee payment: 7 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110806 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120806 Year of fee payment: 8 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130806 Year of fee payment: 9 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313115 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |