JP2002167868A - Column-base metallic material for wooden building - Google Patents

Column-base metallic material for wooden building

Info

Publication number
JP2002167868A
JP2002167868A JP2000360768A JP2000360768A JP2002167868A JP 2002167868 A JP2002167868 A JP 2002167868A JP 2000360768 A JP2000360768 A JP 2000360768A JP 2000360768 A JP2000360768 A JP 2000360768A JP 2002167868 A JP2002167868 A JP 2002167868A
Authority
JP
Japan
Prior art keywords
plate
column
anchor bolt
receiving plate
leg
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
Application number
JP2000360768A
Other languages
Japanese (ja)
Other versions
JP4384802B2 (en
Inventor
Takashi Yoshida
吉田孝志
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kaneshin Co Ltd
Original Assignee
Kaneshin Co Ltd
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 Kaneshin Co Ltd filed Critical Kaneshin Co Ltd
Priority to JP2000360768A priority Critical patent/JP4384802B2/en
Publication of JP2002167868A publication Critical patent/JP2002167868A/en
Application granted granted Critical
Publication of JP4384802B2 publication Critical patent/JP4384802B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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Abstract

PROBLEM TO BE SOLVED: To provide a durable column-base metallic material which enables base concrete to be directly fixed by applying an anchor bolt and makes a column supported reliably. SOLUTION: Paired tripod plates 3 and 3 with a bent-shape cross section are installed in such a standing manner as to face each other while having an operating gap 8 for a nut 10, whereinto the anchor bolt 11 is screwed, on a base plate 2 formed with an assembling hole 1 whereinto the anchor bolt 11 installed protrusively in the base concrete 13 is inserted. A receiving plate 4, whereon the column 12 is placed for fixation, is installed on the tripod plates 3 and 3.

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、柱を基礎コンクリート
に直接固定するために用いる木造建物用柱脚金物に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column base fitting for a wooden building used for directly fixing a column to a foundation concrete.

【0002】[0002]

【従来の技術】基板上にアンカーボルトの組付け孔を介
して一対の脚板を相対して立設し、該脚板上に柱を載置
して固定する受板を架設して構成し、組付け孔に基礎コ
ンクリートに突設したアンカーボルトを貫通させて該ボ
ルトにナットを螺合締付けることにより基板を前記基礎
コンクリートに固定し、受板上に柱を載置して固定する
ようにした構造のものがある。
2. Description of the Related Art A pair of leg plates are erected on a substrate via mounting holes for anchor bolts, and a receiving plate for mounting and fixing a pillar on the leg plates is erected. A structure in which an anchor bolt protruding from a foundation concrete penetrates a mounting hole and a nut is screwed into the bolt to fix a board to the foundation concrete, and a column is placed on a receiving plate and fixed. There are things.

【0003】[0003]

【発明が解決しようとする課題】前記従来例は、相対す
る一対の脚板で受板を支持させることにより、受板と基
板との間に空間を形成し、この空間を利用して組付け孔
に貫通させたボルト先端にナットを螺合し、これを締付
ける操作をするようにしたものであるが、脚板を平板体
で構成しているため、揺れに弱く、地震等に因る外力の
負荷に容易に変形することが、強度試験の結果、判明し
た。
In the prior art, a space is formed between the receiving plate and the substrate by supporting the receiving plate with a pair of opposing leg plates, and an assembling hole is formed by utilizing this space. The nut is screwed into the tip of the bolt that has penetrated the bolt, and the nut is tightened.However, since the leg plate is made of a flat plate, it is vulnerable to shaking and is subject to the load of external force due to an earthquake or the like. As a result of a strength test, it was found that the material easily deformed.

【0004】本発明は、前記従来例の欠点を除去して前
記従来例より耐震性の有る柱脚金物を提供すべく創案し
たものである。
The present invention has been made to eliminate the drawbacks of the conventional example and to provide a column base metal which is more earthquake-resistant than the conventional example.

【0005】[0005]

【課題を解決するための手段】基礎コンクリートに突設
したアンカーボルトを挿通する組付け孔を設けた基板上
に、前記アンカーボルトに螺合するナットの操作間隙を
存して一対の横断面屈曲形状の脚板を相対して立設し、
該脚板上に柱を載置して固定する受板を設けたことを基
本的手段とし、受板に、柱に設けたスリットに嵌挿して
前記柱に固定する接続板を立設し、該接続板は、前記受
板に設けた長孔を通じて部片を前記脚板間に介在させて
該脚板と互いに熔接した構成にすることにより尚一層強
固に柱を支持するようにするのである。
Means for Solving the Problems A pair of cross sections are bent on a substrate provided with an assembling hole for inserting an anchor bolt projecting from a foundation concrete, with an operation gap of a nut screwed into the anchor bolt. Erect legboards facing each other,
As a basic means, a receiving plate for mounting and fixing a pillar on the leg plate is provided, and a connecting plate fixed to the pillar by being inserted into a slit provided in the pillar is provided on the receiving plate, The connecting plate has a structure in which a piece is interposed between the leg plates through an elongated hole provided in the receiving plate and is welded to the leg plate so as to further strongly support the column.

【0006】[0006]

【実施例】図面は本発明に係る木造建物の柱脚金物の一
実施例を示し、図1は使用状態を示す一部欠截正面図、
図2は一部欠截正面図、図3は一部欠截平面図である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 shows an embodiment of a pillar base of a wooden building according to the present invention. FIG.
2 is a partially cutaway front view, and FIG. 3 is a partially cutaway plan view.

【0007】実施例の柱脚金物Aは、中央に組付け孔1
を設けた正方形状の基板2の上面に、前記組付け孔1を
介して一対の脚板3,3を相対して立設し、該脚板3,
3には受板4を架設し、受板4の中央に設けた長孔5に
接続板6の部片6aを貫通させて前記脚板3,3間に介
在させて互いに熔接して前記受板4の中央に接続板6を
立設して構成したものである。
The column base metal A of the embodiment has an assembling hole 1 in the center.
A pair of leg plates 3 and 3 are erected on the upper surface of a square substrate 2 provided with
3, a receiving plate 4 is erected, and a part 6a of a connecting plate 6 is passed through an elongated hole 5 provided at the center of the receiving plate 4 so as to be interposed between the leg plates 3, 3 and welded to each other. The connection plate 6 is provided upright at the center of the reference numeral 4.

【0008】前記一対の脚板3,3は、相対向面側を対
向方向に膨らませた断面円弧状の屈曲板で構成し、前記
対向方向に直交する方向の中央を前記組付け孔1に最も
近接させて基板2に熔接したもので、脚板3,3間には
ナット10をアンカーボルト11に螺合締付け操作する
ための工具を係合するに充分な操作間隙8が形成される
ようにしてある。
Each of the pair of leg plates 3 and 3 is formed of a bent plate having an arcuate cross section in which opposing surfaces are swelled in opposing directions, and a center in a direction orthogonal to the opposing direction is closest to the mounting hole 1. It is welded to the substrate 2 so that an operation gap 8 sufficient to engage a tool for screwing the nut 10 to the anchor bolt 11 is formed between the leg plates 3. .

【0009】脚板3,3上に架設した受板4は柱12の
断面形とほぼ同形と成して、脚板3,3に熔接したもの
で、この受板4の中央に設けた長孔5に部片6aを貫通
させて脚板3,3間に介在させて、該部片6aと前記脚
板3の上部を互いに熔接して、接続板6と受板4上に立
設したのは、熔接部aが受板4上に残存しないようにし
て柱12と受板4の密接が確実に行われるようにしたも
のである。
The receiving plate 4 erected on the leg plates 3, 3 has substantially the same cross-sectional shape as the column 12, and is welded to the leg plates 3, 3, and has a long hole 5 provided at the center of the receiving plate 4. The part 6a and the upper part of the leg plate 3 are welded to each other by interposing the part 6a between the leg plates 3 and 3, and the connecting member 6 and the receiving plate 4 are erected on the connecting plate 6 and the receiving plate 4 by welding. The part a does not remain on the receiving plate 4 so that the column 12 and the receiving plate 4 are securely in close contact with each other.

【0010】もっとも、受板4を通じて接続板6と脚板
3を熔接してあるので、これら3部材はより強固に固定
されることになり、脚板3の横断面屈曲形状に相俟って
捻れ変形がしにくく、従って、柱を尚一層強固に支持す
ることができる。
However, since the connecting plate 6 and the leg plate 3 are welded to each other through the receiving plate 4, these three members are more firmly fixed, and the torsion deformation is caused by the cross-sectional bent shape of the leg plate 3. Thus, the pillars can be more firmly supported.

【0011】脚板3は、横断面V字形等々があり、実施
例の形状に限定する必要がない。
The leg plate 3 has a V-shaped cross section and the like, and need not be limited to the shape of the embodiment.

【0012】しかして、基礎コンクリート13に突設し
たアンカーボルト11に組付け孔1を係合して(アンカ
ーボルト11を組付け孔1に貫通させるようにして)、
アンカーボルト11に柱脚金物Aを基板2部において組
合わせ、組付け孔1(基板2)より突出するアンカーボ
ルト11の先端にナット10を螺合、締付けることによ
り柱脚金物Aは基礎コンクリート13に固定される。そ
して、柱12を、下端に設けたスリット14に金物Aの
接続板6を係合するようにして受板4上に載置し、柱1
2に設けた貫通孔および接続板6に設けた透孔16に接
続ボルト17を貫通させ、ボルト17先端にナットを螺
合、締付けることにより、柱12は柱脚金物Aに受支固
定される。
Thus, the mounting holes 1 are engaged with the anchor bolts 11 protruding from the foundation concrete 13 (so that the anchor bolts 11 pass through the mounting holes 1),
The column base metal A is combined with the anchor bolt 11 at the substrate 2 portion, and the nut 10 is screwed and fastened to the tip of the anchor bolt 11 protruding from the mounting hole 1 (substrate 2). Fixed to Then, the column 12 is placed on the receiving plate 4 such that the connection plate 6 of the metal piece A is engaged with the slit 14 provided at the lower end.
The connection bolt 17 is passed through the through hole provided in the connection hole 2 and the through hole 16 provided in the connection plate 6, and a nut is screwed and fastened to the tip of the bolt 17, so that the column 12 is supported and fixed to the column base hardware A. .

【0013】なお、図中19は硬質ゴムで防振効果を期
待する。
Incidentally, numeral 19 in the figure is a hard rubber, and an anti-vibration effect is expected.

【0014】[0014]

【発明の効果】本発明は前記の通りの構成であるから、
脚板の板面方向に外力が負荷しても横断面屈曲形状のた
め容易に変形しにくく、また、捻れ方向の外力に対して
耐久的で、従って、アンカーボルトを適用して基礎コン
クリートに直接固定することのできる柱脚金物として
は、耐久的で、かつ、柱を確実に支持できる製品を提供
できる。
The present invention has the configuration described above,
Even if external force is applied in the direction of the leg plate surface, it is not easily deformed due to the cross-sectional bending shape, and it is durable against external force in the torsion direction, so it is directly fixed to the foundation concrete by applying anchor bolts As the pillar base hardware that can be used, a product that is durable and can reliably support the pillar can be provided.

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

【図1】使用状態を示す一部欠截正面図。FIG. 1 is a partially cutaway front view showing a use state.

【図2】一部欠截正面図。FIG. 2 is a partially cutaway front view.

【図3】一部欠截平面図。FIG. 3 is a partially cutaway plan view.

【符号の説明】 1 組付け孔 2 基板 3 脚板 4 受板 11 アンカーボルト 12 柱 13 基礎コンクリート[Description of Signs] 1 Assembly hole 2 Board 3 Leg plate 4 Receiving plate 11 Anchor bolt 12 Pillar 13 Foundation concrete

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 基礎コンクリートに突設したアンカーボ
ルトを挿通する組付け孔を設けた基板上に、前記アンカ
ーボルトに螺合するナットの操作間隙を存して一対の横
断面屈曲形状の脚板を相対して立設し、該脚板上に柱を
載置して固定する受板を設けた、木造建物用柱脚金物。
1. A pair of leg plates having a cross-sectionally bent shape with an operation gap for a nut screwed into the anchor bolt, on a substrate provided with an assembling hole for inserting an anchor bolt protruding from the foundation concrete. A column base metal fitting for a wooden building, which is provided standing upright and has a receiving plate for mounting and fixing a column on the leg plate.
【請求項2】 受板に、柱に設けたスリットに嵌挿して
前記柱に固定する接続板を立設し、該接続板は、前記受
板に設けた長孔を通じて部片を前記脚板間に介在させて
該脚板と互いに熔接した、請求項1記載の木造建物用柱
脚金物。
2. A connecting plate, which is inserted into a slit provided on a pillar and fixed to the pillar, is erected on the receiving plate, and the connecting plate is connected to the leg plate through an elongated hole provided on the receiving plate. The column base metal fitting for a wooden building according to claim 1, wherein the column base metal and the leg plate are welded to each other by being interposed.
JP2000360768A 2000-11-28 2000-11-28 Column base hardware for wooden construction Expired - Fee Related JP4384802B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000360768A JP4384802B2 (en) 2000-11-28 2000-11-28 Column base hardware for wooden construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000360768A JP4384802B2 (en) 2000-11-28 2000-11-28 Column base hardware for wooden construction

Publications (2)

Publication Number Publication Date
JP2002167868A true JP2002167868A (en) 2002-06-11
JP4384802B2 JP4384802B2 (en) 2009-12-16

Family

ID=18832309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000360768A Expired - Fee Related JP4384802B2 (en) 2000-11-28 2000-11-28 Column base hardware for wooden construction

Country Status (1)

Country Link
JP (1) JP4384802B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011058235A (en) * 2009-09-09 2011-03-24 Ncn:Kk Structure of base plate and washer for fixing bolt, and column base fitting undergoing application of the structure
JP2013167133A (en) * 2012-02-17 2013-08-29 Ncn:Kk Column base joint metal fitting and building structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53134505U (en) * 1977-03-31 1978-10-25
JPH10292492A (en) * 1998-04-22 1998-11-04 Shinji Goto Column beam connection structure, metal fixture used for it, and wooden building

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53134505U (en) * 1977-03-31 1978-10-25
JPH10292492A (en) * 1998-04-22 1998-11-04 Shinji Goto Column beam connection structure, metal fixture used for it, and wooden building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011058235A (en) * 2009-09-09 2011-03-24 Ncn:Kk Structure of base plate and washer for fixing bolt, and column base fitting undergoing application of the structure
JP2013167133A (en) * 2012-02-17 2013-08-29 Ncn:Kk Column base joint metal fitting and building structure

Also Published As

Publication number Publication date
JP4384802B2 (en) 2009-12-16

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