JP2902633B1 - Pillar fixing device for wooden buildings - Google Patents

Pillar fixing device for wooden buildings

Info

Publication number
JP2902633B1
JP2902633B1 JP14683698A JP14683698A JP2902633B1 JP 2902633 B1 JP2902633 B1 JP 2902633B1 JP 14683698 A JP14683698 A JP 14683698A JP 14683698 A JP14683698 A JP 14683698A JP 2902633 B1 JP2902633 B1 JP 2902633B1
Authority
JP
Japan
Prior art keywords
column
foundation concrete
receiving
pillar
holding piece
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.)
Expired - Fee Related
Application number
JP14683698A
Other languages
Japanese (ja)
Other versions
JPH11336191A (en
Inventor
藤原恭史
Original Assignee
株式会社トーアエンジニアリング
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 株式会社トーアエンジニアリング filed Critical 株式会社トーアエンジニアリング
Priority to JP14683698A priority Critical patent/JP2902633B1/en
Application granted granted Critical
Publication of JP2902633B1 publication Critical patent/JP2902633B1/en
Publication of JPH11336191A publication Critical patent/JPH11336191A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

【要約】 【課題】 柱を強固に固定でき、斬新な構造の柱固定装
置を提供する。 【解決手段】 基礎コンクリートBc上に載置した柱受
盤2上に柱Pを立設する。柱Pに縦設した係合穴6に、
基板5に接合杆4を突設して成る接合金具Bの前記接合
杆4を前記柱受盤2を通じて嵌挿し、該接合杆4と前記
柱Pを固定杆9で互いに止着する。また、前記柱受盤2
の両側に突設した一対の受杆3,3の適所に、押え片1
2の両端を載置し、前記基礎コンクリートBcに立設し
て前記押え片12を貫通させたアンカーボルトaに第一
締付けナット15を螺合して前記押え片12を前記基礎
コンクリートBcに締付ける。前記アンカーボルトa
を、前記基礎コンクリートBcに前記受杆3乃至前記押
え片12を介して載置した土台bに貫通させ、土台bよ
り突出するボルトa先端に第二締付けナット16を螺合
する。
Abstract: PROBLEM TO BE SOLVED: To provide a column fixing device having a novel structure capable of firmly fixing a column. SOLUTION: A pillar P is erected on a pillar receiving board 2 placed on a foundation concrete Bc. In the engagement hole 6 vertically installed in the pillar P,
The joint rod 4 of the joint fitting B formed by projecting the joint rod 4 on the substrate 5 is inserted through the column receiving plate 2, and the joint rod 4 and the column P are fixed to each other by the fixed rod 9. In addition, the pillar receiving board 2
Pressing piece 1 is put in place of a pair of receiving rods 3, 3 protruding on both sides of
2 are placed, and the first fastening nut 15 is screwed into an anchor bolt a which is erected on the foundation concrete Bc and penetrates the holding piece 12 to fasten the holding piece 12 to the foundation concrete Bc. . The anchor bolt a
Is passed through the base b placed on the foundation concrete Bc via the receiving rods 3 to the holding pieces 12, and a second tightening nut 16 is screwed into a tip of a bolt a protruding from the base b.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は木造建物の柱固定装置に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column fixing device for a wooden building.

【0002】[0002]

【従来の技術】基礎コンクリート上に突設したアンカー
ボルトを用いて土台を固定し、該土台に設けたほぞ穴に
ほぞを嵌合して前記土台上に立設するようにしている。
2. Description of the Related Art A base is fixed by using anchor bolts projecting from a foundation concrete, and a tenon is fitted into a tenon provided on the base to stand on the base.

【0003】[0003]

【発明が解決しようとする課題】前記従来例は、所謂ほ
ぞ接合のみで、柱を土台に組付けているため、その組付
け強度が弱く、例えば、筋違い装置などの補強装置を必
要とするのみならず、ほぞとほぞ穴の結合作業が煩雑で
ある。
In the conventional example, since the pillar is mounted on the base only by so-called tenon connection, the mounting strength is low. For example, only a reinforcing device such as a bracing device is required. In addition, the work of joining the tenon and tenon is complicated.

【0004】本発明は斯様な従来例の欠点に着目し、こ
れまでにない斬新な構造を備えた固定装置を提供すべく
創案したものである。
The present invention has been made in view of such a drawback of the conventional example, and has been devised to provide a fixing device having an unprecedented novel structure.

【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
置した柱受盤上に柱を立設し、該柱に縦設した係合穴
に、基板に接合杆を突設して成る接合金具の前記接合杆
を前記柱受盤を通じて嵌挿し、該接合杆と前記柱を固定
杆で互いに止着する一方、前記柱受盤の両側に突設した
一対の受杆の適所に、押え片の両端を載置し、前記基礎
コンクリートに立設して前記押え片を貫通させたアンカ
ーボルトに第一締付けナットを螺合して前記押え片を前
記基礎コンクリートに締付けると共に、このアンカーボ
ルトを、前記基礎コンクリートに前記受杆乃至前記押え
片を介して載置した土台に貫通させ、土台より突出する
ボルト先端に第二締付けナットを螺合したことを基本的
手段とする。
SUMMARY OF THE INVENTION A joint fitting comprising a pillar erected on a pillar receiving plate placed on a foundation concrete, and a joining rod protruding from a substrate in an engaging hole vertically provided in the pillar. The connecting rod is inserted through the column receiving plate, and the connecting rod and the column are fixed to each other with a fixed rod, while a pressing piece is provided at a proper position of a pair of receiving rods protruding on both sides of the column receiving plate. Both ends are placed, and a first tightening nut is screwed into an anchor bolt that is erected on the foundation concrete and penetrated the holding piece to fasten the holding piece to the foundation concrete. The basic means is to penetrate a base placed on the foundation concrete via the receiving rod or the holding piece, and screw a second tightening nut to a tip of a bolt protruding from the base.

【0006】[0006]

【実施例】図面は本発明に係る木造建物の柱固定装置の
一実施例を示し、図1は縦断面図、図2は柱を省略して
示した平面図、図3は金具の斜視図である。
1 is a longitudinal sectional view, FIG. 2 is a plan view showing a column without a pillar, and FIG. 3 is a perspective view of a bracket. It is.

【0007】図中、Aは固定金具で、固定金具Aは、中
央に係合孔1を設けた方形状(柱Pの端面形とほぼ一致
する)の柱受盤2の三方に、それぞれ一対の断面方形状
の受杆3,3を突設して構成し、柱受盤2の係合孔1
に、接合金具Bの接合杆4を柱受盤2の下側から貫通さ
せて接合金具Bと組合わせて、柱受盤2および該柱受け
盤2の三方に突設した前記受杆3,3をそれぞれ基礎コ
ンクリートBc上に載置したものである。
In the figure, A is a fixing bracket, and a pair of fixing brackets A are provided on each of three sides of a square (substantially coincident with the end face of the pillar P) pillar-shaped receiving plate 2 having an engaging hole 1 at the center. Are formed by projecting receiving rods 3 and 3 having a square cross section of
In addition, the connecting rod 4 of the connecting bracket B is penetrated from the lower side of the column receiving plate 2 and is combined with the connecting member B to form the column receiving plate 2 and the receiving rods 3 protruding from three sides of the column receiving plate 2. 3 are placed on the foundation concrete Bc.

【0008】前記接合金具Bは、柱受盤2の下側におい
て該柱受盤2に重ね合わせた基板5に前記接合杆4を立
設して構成し、該接合金具Bの接合杆4を柱受盤2を通
じて柱受盤2より突出せしめ、柱受盤2上に載置した前
記柱Pに縦設した係合穴6に嵌挿し、該接合杆4に設け
た透孔7と、該透孔7に一致するように前記柱Pに設け
た貫通孔8に固定杆(実施例では所謂ドリフトピンを用
いているが、ボルト,ナットを用いても良く、ドリフト
ピント称するものでなくとも良い)9を嵌挿して柱Pに
固着したものである。
[0008] The joining bracket B is constructed by erection of the joining rod 4 on a substrate 5 superposed on the pillar receiving board 2 below the pillar receiving board 2. A through hole 7 provided in the connecting rod 4 by projecting from the column receiving plate 2 through the column receiving plate 2, being inserted into an engaging hole 6 provided vertically on the column P mounted on the column receiving plate 2, A fixed rod (a so-called drift pin is used in the embodiment, but a bolt and a nut may be used, and it may not be what is called a drift focus) in the through hole 8 provided in the column P so as to coincide with the through hole 7. 9) is inserted and fixed to the column P.

【0009】この接合金具Bの、柱受盤2と基礎コンク
リートBc間に介在させた前記基板5には、柱受盤2よ
り水平方向に突出する延長部片5Aを設け、該延長部片
5Aを、他の一対二組の受杆3,3.3,3に対して直
交する方向に配した一対の受杆33間に介在させてあ
る。
The base plate 5 of the joint fitting B interposed between the column receiving plate 2 and the foundation concrete Bc is provided with an extension 5A projecting from the column receiving plate 2 in the horizontal direction. Is interposed between a pair of receiving rods 33 arranged in a direction orthogonal to the other pair of two receiving rods 3, 3.3, 3.

【0010】なお、受杆3は基端部を柱受盤2に熔接し
て前記接合金具Bを構成するものであるが、柱受盤2は
受杆3に対して、前記基板5(乃至延長部片5A)の板
厚分上方に位置し、すなわち、図1で示すとおり、柱受
盤1と基礎コンクリートBcとの間に、基板5(乃至延
長部片5A)介装間隙10が形成されるように、柱受盤
2は受杆3に支持されている。
The supporting rod 3 has a base end welded to the column receiving plate 2 to constitute the joint fitting B. The column receiving plate 2 is connected to the receiving plate 3 by the substrate 5 (or The board | substrate 5 (or extension piece 5A) interposition gap | interval 10 is located above the extension piece 5A) by the board thickness, ie, as shown in FIG. As shown, the column receiving plate 2 is supported by the receiving rod 3.

【0011】また、延長部片5Aの基部に形成した切欠
11は熔接代を係合するためのものである。
A notch 11 formed at the base of the extension piece 5A is for engaging a welding margin.

【0012】基礎コンクリートBc上に載置し、各一対
の受杆3,3には、押え片12の両端の係合部片12
A,12Aを載置して組合わせ、押え片12は、基礎コ
ンクリートBc(土台b)の幅員方向に長い長孔13を
備えた中央部片12Bの両端に、前記受杆3の角形を一
致するL字形の係合部片12Aを備えたもので、この押
え片12の前記長孔13に、基礎コンクリートBcに突
設したアンカーボルトaを貫通させるようにして、押え
片12を前記受杆3,3に載置して組合わせ、押え片1
2により突出するアンカーボルトaに第一締付けナット
15を螺合して押え片12を基礎コンクリートBcに受
杆3を介して締付け固着してある。
The pair of receiving rods 3 and 3 are placed on the foundation concrete Bc, and the pair of engaging rods 12
A and 12A are placed and combined, and the holding piece 12 matches the square shape of the receiving rod 3 with both ends of the central piece 12B provided with the elongated hole 13 in the width direction of the foundation concrete Bc (base b). An L-shaped engaging piece 12A is provided. An anchor bolt a protruding from a foundation concrete Bc is passed through the long hole 13 of the holding piece 12 so that the holding piece 12 is connected to the receiving rod. Place on 3 and 3 and combine, presser 1
The first tightening nut 15 is screwed into the anchor bolt a protruding by 2 and the pressing piece 12 is tightened and fixed to the foundation concrete Bc via the receiving rod 3.

【0013】押え片12に設けた基礎コンクリートBc
の幅員方向に長い長孔13にアンカーボルトaを貫通さ
せるようにしたのは、アンカーボルトaの基礎コンクリ
ートBcの幅員方向の設置誤差を吸収するためで、ま
た、押え片12を受杆3(固定金具A)に対して別体に
したのは、アンカーボルトaの基礎コンクリートBcの
長手方向の設置誤差を吸収するためである(元より、工
事現場において設置位置の異なるアンカーボルトとの組
合わせを行えるためでもある)。
The base concrete Bc provided on the holding piece 12
The anchor bolts a are made to penetrate through the elongated holes 13 long in the width direction in order to absorb an installation error of the anchor bolts a in the width direction of the foundation concrete Bc. The reason why the fixing bolt A is separated from the fixing bracket A) is to absorb an installation error of the anchor bolt a in the longitudinal direction of the foundation concrete Bc (in combination with an anchor bolt having a different installation position at the construction site from the beginning). Is also possible).

【0014】図中、前記土台bは前記アンカーボルトa
位置と対応する貫通孔14を予め形成しておき、該貫通
孔14に第一締付けナット15より突出するアンカーボ
ルトaの先端を貫通させるようにして、前記受杆3乃至
押え片12を介して基礎コンクリートBc上に載置し、
貫通孔14より突出するボルト先端に第二締付けナット
16を螺合締付けて基礎コンクリートBcに固定してあ
る。
In the drawing, the base b is the anchor bolt a
A through hole 14 corresponding to the position is formed in advance, and the tip of an anchor bolt a protruding from the first tightening nut 15 is penetrated through the through hole 14 through the receiving rod 3 or the holding piece 12. Placed on the foundation concrete Bc,
A second tightening nut 16 is screwed to the tip of the bolt protruding from the through hole 14 and fixed to the foundation concrete Bc.

【0015】なお、固定金具A(受杆2)部以外の土台
bと基礎コンクリートBc間には、例えば、実公平1−
24248号公報所載のような換気口材17を点在さ
せ、該換気口17間の土台bと基礎コンクリートBcと
の間に生じる間隔を床下換気口として機能させる。
In addition, between the base b and the base concrete Bc other than the fixing bracket A (the receiving rod 2), for example,
The ventilation port material 17 as disclosed in Japanese Patent No. 24248 is scattered, and an interval generated between the base b and the foundation concrete Bc between the ventilation ports 17 functions as an underfloor ventilation port.

【0016】この換気口材17は、板厚は前記柱受盤1
の厚みとほぼ同幅にし、従って、土台bの下面と柱受盤
2の上面は互いに同一平面上に存するようにして配さ
れ、土台bの下端縁と柱Pの下縁は互いに一致するよう
にして土台bは基礎コンクリートBc上に固定してあ
る。
The ventilation opening member 17 has a plate thickness equal to that of the column receiving plate 1.
Therefore, the lower surface of the base b and the upper surface of the column receiving plate 2 are arranged so as to be on the same plane with each other, and the lower edge of the base b and the lower edge of the column P coincide with each other. The base b is fixed on the foundation concrete Bc.

【0017】なお、実施例は、柱Pを介在する三方に土
台b,b,bを配するようにしたものであるが、土台を
四方に、或いは二方に配するものでも、本発明の実施は
可能である。
In the embodiment, the bases b, b, b are arranged on three sides with the pillar P interposed therebetween. However, even if the bases are arranged on four sides or two sides, the present invention can be applied. Implementation is possible.

【0018】[0018]

【発明の効果】本発明は前記の通りの構成であるから、
従来のほぞ接合と較べ柱を強固に固定することができ、
しかも、対土台だけではなく基礎コンクリートに固定し
た構成を採るから立設状態を確実に保持し、斬新な構造
の柱固定装置を提供できる。
The present invention has the configuration described above,
Compared with conventional tenon joints, the pillars can be firmly fixed,
In addition, since it adopts a configuration in which it is fixed not only to the base but also to the foundation concrete, the standing state can be reliably maintained, and a column fixing device having a novel structure can be provided.

【0019】また、請求項2発明にあっては、接合作業
中、接合金具の回動を防ぎ、従って、実施例のように設
けた透孔と貫通孔の位置ずれが生じることなく、固定杆
の接合作業を円滑に行うことができる。
According to the second aspect of the present invention, during the joining operation, the rotation of the joining metal fitting is prevented, so that the positional deviation between the through hole and the through hole provided as in the embodiment does not occur, and the fixed rod does not move. Can be performed smoothly.

【図面の簡単な説明】[Brief description of the drawings]

【図1】縦断面図。FIG. 1 is a longitudinal sectional view.

【図2】柱を省略して示した平面図。FIG. 2 is a plan view with columns omitted.

【図3】金具の斜視図。FIG. 3 is a perspective view of a fitting.

【符号の説明】[Explanation of symbols]

2 柱受盤 3 受杆 4 接合杆 5 基板 6 係合穴 9 固定杆 12 押え片 15 第一締付けナット 16 第二締付けナット B 接合金具 Bc 基礎コンクリート a アンカーボルト b 土台 P 柱 2 Pillar support 3 Receiving rod 4 Joining rod 5 Substrate 6 Engagement hole 9 Fixing rod 12 Holding piece 15 First tightening nut 16 Second tightening nut B Joint fitting Bc Foundation concrete a Anchor bolt b Base P Column

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 基礎コンクリート上に載置した柱受盤上
に柱を立設し、該柱に縦設した係合穴に、基板に接合杆
を突設して成る接合金具の前記接合杆を前記柱受盤を通
じて嵌挿し、該接合杆と前記柱を固定杆で互いに止着す
る一方、前記柱受盤の両側に突設した一対の受杆の適所
に、押え片の両端を載置し、前記基礎コンクリートに立
設して前記押え片を貫通させたアンカーボルトに第一締
付けナットを螺合して前記押え片を前記基礎コンクリー
トに締付けると共に、このアンカーボルトを、前記基礎
コンクリートに前記受杆乃至前記押え片を介して載置し
た土台に貫通させ、土台より突出するボルト先端に第二
締付けナットを螺合した、木造建物の柱固定装置。
1. A connecting rod of a connecting metal fitting comprising a column standing on a column receiving board placed on a foundation concrete, and a connecting rod protruding from a substrate in an engaging hole vertically provided in the column. Are inserted through the column receiving plate, and the connecting rod and the column are fixed to each other with fixed rods, and both ends of the holding piece are placed at appropriate positions of a pair of receiving rods protruding on both sides of the column receiving plate. Then, a first tightening nut is screwed into an anchor bolt that is erected on the foundation concrete and the holding piece is penetrated, and the holding piece is fastened to the foundation concrete, and the anchor bolt is attached to the foundation concrete. A pillar fixing device for a wooden building, wherein the second fastening nut is screwed into a tip of a bolt protruding from the base, penetrating the mounted base via the receiving rod or the holding piece.
【請求項2】 係合穴と接合杆を断面円形状にし、前記
接合杆とで接合金具を構成する基板の一側に、受杆間に
係合する延長部片を設けた、請求項1記載の木造建物の
柱固定装置。
2. An engagement hole and a connecting rod having a circular cross section, and an extension piece engaged between the receiving rods is provided on one side of a substrate which forms a connecting fitting with the connecting rod. The column fixing device of the described wooden building.
JP14683698A 1998-05-28 1998-05-28 Pillar fixing device for wooden buildings Expired - Fee Related JP2902633B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14683698A JP2902633B1 (en) 1998-05-28 1998-05-28 Pillar fixing device for wooden buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14683698A JP2902633B1 (en) 1998-05-28 1998-05-28 Pillar fixing device for wooden buildings

Publications (2)

Publication Number Publication Date
JP2902633B1 true JP2902633B1 (en) 1999-06-07
JPH11336191A JPH11336191A (en) 1999-12-07

Family

ID=15416634

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14683698A Expired - Fee Related JP2902633B1 (en) 1998-05-28 1998-05-28 Pillar fixing device for wooden buildings

Country Status (1)

Country Link
JP (1) JP2902633B1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101039015B1 (en) * 2010-12-14 2011-06-03 (주)중동 Fixing structure of wood guardrail pole

Also Published As

Publication number Publication date
JPH11336191A (en) 1999-12-07

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