JP2008045335A - Vertical wood member erecting metal fitting - Google Patents

Vertical wood member erecting metal fitting Download PDF

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JP2008045335A
JP2008045335A JP2006222023A JP2006222023A JP2008045335A JP 2008045335 A JP2008045335 A JP 2008045335A JP 2006222023 A JP2006222023 A JP 2006222023A JP 2006222023 A JP2006222023 A JP 2006222023A JP 2008045335 A JP2008045335 A JP 2008045335A
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foundation
metal fitting
hole
vertical
erecting
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JP4970873B2 (en
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Takao Hirata
孝雄 平田
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a vertical wood member erecting metal fitting capable of improving mechanical strength, work efficiency and workability, by erecting a vertical wood member on a foundation directly or via a horizontal wood member. <P>SOLUTION: A column erecting metal fitting 1 is an erecting metal fitting for directly erecting a column 52 being the vertical wood member on the foundation 51, and has a leg metal fitting 2 embedded in the foundation 51, a pulling bolt 3 as a connecting member and a hole down pipe 4 as a connecting object member. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、縦木部材立設金具に関し、特に、基礎に、直接的にあるいは横木部材を介して、縦木部材を立設することができ、さらに、機械的強度、作業性及び施工性を向上させることができる、脚金具が基礎に埋設される縦木部材立設金具に関する。   TECHNICAL FIELD The present invention relates to a vertical member erecting bracket, in particular, a vertical member can be erected directly or through a cross member on a foundation, and further, mechanical strength, workability and workability can be improved. The present invention relates to a vertical wood member standing metal fitting in which a leg metal fitting is embedded in a foundation, which can be improved.

従来、木造建築の骨組の施工において、コンクリート基礎上に柱を立設する際、アンカーボルトやホールダウン金物などが用いられてきた。通常、柱下部側面に取り付けられるホールダウン金物とアンカーボルトを用いて、柱脚と基礎とを連結していた。このようにすると、地震のときに土台から柱が抜けるのを効果的に防ぐことができた。
近年、柱立設金具を用いて柱を立設すると、柱への仕口加工を簡略化できたり、柱の立設強度を向上させることができることから、様々な構造の柱立設金具が提案されている。
Conventionally, in the construction of a framework of a wooden building, anchor bolts, hole-down hardware, and the like have been used when standing columns on a concrete foundation. Usually, the column base and the foundation are connected using a hole down hardware and an anchor bolt attached to the lower side of the column. In this way, it was possible to effectively prevent the pillar from coming off the base during an earthquake.
In recent years, when a column is erected using a column erection bracket, it is possible to simplify the processing of the column and improve the column erection strength. Has been.

(従来例)
たとえば、特許文献1には、基礎上に配設する土台に形成した土台孔に係合収納され、基礎上に突出するアンカーボルトに連結する土台埋設部と、土台上に立設する柱の底部に形成した柱孔に挿入されるホゾ部とを、別体に構成するとともに基礎上に土台を配設した後連結し得るように構成した柱脚金具の技術が開示されている。この柱脚金具は、土台埋設部が、アンカーボルト連結部を下部に有し、上部にホゾ部の下部が係合連結するホゾ部連結部を有し、また、ホゾ部が、ホゾ部連結部に係合連結する係合部を下部に有し、上部に連結孔の穿設された棒状の連結棒部を有する構成としてある。
この技術によれば、土台内に収まる構成としながらも、土台の横設も柱の立設も容易に行え、基礎のアンカーボルトと土台上の柱とを連結できる画期的な柱脚金具を提供することができる。
(Conventional example)
For example, in Patent Document 1, a base embedded portion that is engaged and accommodated in a base hole formed on a base disposed on the base and is connected to an anchor bolt that protrudes on the base, and a bottom portion of a column that is erected on the base There is disclosed a technique of a column base metal fitting that is configured so that a horn part inserted into a column hole formed in the above can be connected separately after disposing a base on a foundation. In this column base metal fitting, the base burying portion has an anchor bolt connecting portion at the lower portion, and an upper portion has a horn portion connecting portion to which the lower portion of the horn portion is engaged and connected. The engaging portion that engages and connects to the lower portion is provided at the lower portion, and the upper portion includes a rod-like connecting rod portion that is formed with a connecting hole.
According to this technology, while having a configuration that fits within the foundation, it is possible to easily lay the foundation horizontally and stand the pillar, and to make an epoch-making column base bracket that can connect the anchor bolt of the foundation and the pillar on the foundation. Can be provided.

また、特許文献2には、基礎上の土台内に頭部を係止されるボルト部材と、ボルト部材の基部に固定される歯車と、ボルト部材と螺合され、柱に嵌挿固定される固定部材と、歯車と噛み合う噛合部を有する緊結用ピンとを備えた緊結装置の技術が開示されている。この緊結装置は、土台2に形成された挿入孔に緊結用ピンを挿入して歯車を回転させることにより、ボルト部材を固定部材に螺入させて土台と柱とを緊結する。
この技術によれば、土台に柱を引き寄せることができ、柱と土台を隙間なく強固に緊結することができる。
特開2002−294875号公報 特開平11−36446号公報
Further, in Patent Document 2, a bolt member whose head is locked in a base on a foundation, a gear fixed to a base portion of the bolt member, and a bolt member are screwed together and fitted and fixed to a pillar. A technique of a fastening device that includes a fixing member and a fastening pin having a meshing portion that meshes with a gear is disclosed. In this fastening device, a fastening pin is inserted into an insertion hole formed in the base 2 and a gear is rotated, whereby a bolt member is screwed into a fixing member to fasten the base and the column.
According to this technique, the pillar can be drawn to the base, and the pillar and the base can be firmly bonded without a gap.
JP 2002-294875 A JP-A-11-36446

しかしながら、上記特許文献1にかかる柱脚金具は、土台埋設部の埋設される土台孔を土台に加工する必要があり、土台孔による加工欠損が大きく圧縮強度が低下するといった問題があった。また、大きな直径の土台孔を加工するため、作業性が低下したり、係止ピンの位置がずれた場合などに、施工性が低下するといった問題があった。さらに、基礎上に直接的に柱を立設する場合を想定していないので、かかる目的に使用することができないといった問題があった。
また、特許文献2にかかる緊結装置は、構造が複雑であり実用性に欠けるといった問題があった。また、土台にアンカーコア用の孔を加工する必要があり、この孔による加工欠損が大きく圧縮強度が低下するといった問題があった。さらに、基礎上に直接的に柱を立設する場合を想定していないので、かかる目的に使用することができないといった問題があった。
However, the column base metal fitting according to Patent Document 1 needs to process the base hole embedded in the base embedded portion into the base, and there is a problem that the processing defect due to the base hole is large and the compressive strength is lowered. In addition, since a large-diameter base hole is processed, there is a problem that workability is lowered, and workability is lowered when the position of the locking pin is shifted. Furthermore, since it is not assumed that the pillar is directly erected on the foundation, there is a problem that it cannot be used for this purpose.
Further, the fastening device according to Patent Document 2 has a problem that the structure is complicated and lacks practicality. In addition, it is necessary to process the hole for the anchor core in the base, and there is a problem that the processing defect due to the hole is large and the compressive strength is lowered. Furthermore, since it is not assumed that the pillar is directly erected on the foundation, there is a problem that it cannot be used for this purpose.

本発明は、上記諸問題を解決すべく、基礎に、直接的にあるいは横木部材を介して、縦木部材を立設することができ、さらに、機械的強度、作業性及び施工性を向上させることができる縦木部材立設金具の提供を目的とする。   In order to solve the above-described problems, the present invention can erect a vertical member on a foundation directly or through a cross member, and further improve mechanical strength, workability and workability. An object of the present invention is to provide a vertical member that can be installed.

この目的を達成するために、本発明の縦木部材立設金具は、基礎に、直接的にあるいは横木部材を介して、縦木部材を立設するための縦木部材立設金具としてある。この縦木部材立設金具は、前記基礎に埋設され、内部に連結板が取り付けられた有底筒状の脚金具と、前記連結板に位置調整自在に固定される連結部材と、前記連結部材に連結され、前記縦木部材に装入される棒状又は筒状の被連結部材と、前記縦木部材に前記被連結部材を固定する固定部材とを備えた構成としてある。
このようにすると、位置調整スペース(芯ずれ調整スペース)を基礎内部に設けることができるので、縦木部材を直接的に基礎に立設することができる。また、横木部材や縦木部材への加工量が低減されるので、機械的強度の低下を防止することができる。さらに、作業性及び施工性を向上させることができる。
In order to achieve this object, the vertical member erecting bracket of the present invention is a vertical member erecting bracket for erecting a vertical member directly or via a cross member on a foundation. This vertical wooden member erected metal fitting is a bottomed cylindrical leg metal fitting embedded in the foundation and having a connecting plate attached therein, a connecting member fixed to the connecting plate so as to be adjustable in position, and the connecting member It is set as the structure provided with the rod-shaped or cylindrical to-be-connected member inserted by the said vertical wood member, and the fixing member which fixes the said to-be-connected member to the said vertical wood member.
If it does in this way, since a position adjustment space (center deviation adjustment space) can be provided in a foundation inside, a vertical wood member can be erected directly on a foundation. Moreover, since the amount of processing to the cross member or the vertical member is reduced, it is possible to prevent the mechanical strength from being lowered. Furthermore, workability and workability can be improved.

また、好ましくは、前記脚金具が、前記基礎に埋設されるアンカー部材を有するとよい。
このようにすると、基礎に対する脚金具の埋設強度を向上させることができ、縦木部材の立設強度を向上させることができる。また、脚金具の側面に棒状のアンカー部材を溶接することにより、アンカー部材が、基礎に埋設された基礎鉄と干渉するのを好適に回避することができる。
Preferably, the leg metal fitting has an anchor member embedded in the foundation.
If it does in this way, the embedding strength of the leg metal fittings to the foundation can be improved, and the standing strength of the vertical wood member can be improved. Moreover, it can avoid suitably that an anchor member interferes with the foundation iron embed | buried under the foundation by welding a rod-shaped anchor member to the side surface of a leg metal fitting.

また、好ましくは、前記連結部材を、下方から前記連結板の貫通孔に挿入されナットによって前記連結板に螺着される引付ボルトとし、前記被連結部材の下端に、前記引付ボルトに螺合する雌ねじが切られた構成とするとよい。
このようにすると、構造を単純化することができ、製造原価のコストダウンを図ることができる。また、位置調整を容易に行うことができる。
Preferably, the connecting member is a pulling bolt that is inserted into the through hole of the connecting plate from below and is screwed to the connecting plate by a nut, and the lower end of the connected member is screwed to the pulling bolt. It is preferable that the mating female screw is cut off.
In this way, the structure can be simplified and the manufacturing cost can be reduced. Further, the position adjustment can be easily performed.

また、好ましくは、前記引付ボルトの頭部と前記連結板との間に、クッション部材を設けるとよい。
このようにすると、縦木部材を倒そうとする方向や上方に大きな外力が作用したとき、その衝撃を吸収することができる。
Preferably, a cushion member is provided between the head of the pulling bolt and the connecting plate.
If it does in this way, when big external force acts on the direction which tries to incline a vertical member, or upwards, the impact can be absorbed.

また、好ましくは、前記被連結部材が、前記基礎上に設置される前記横木部材、及び,該横木部材上に立設される縦木部材に装入されるとよい。
このようにすると、基礎に設置される横木部材上に、縦木部材を容易に立設することができる。
Preferably, the member to be connected is inserted into the cross member installed on the foundation and the vertical member installed upright on the cross member.
If it does in this way, a vertical member can be erected easily on a cross member installed in a foundation.

本発明における縦木部材立設金具によれば、基礎に、直接的にあるいは横木部材を介して、縦木部材を立設することができ、さらに、機械的強度、作業性及び施工性を向上させることができる。   According to the vertical member erecting bracket in the present invention, the vertical member can be erected directly or through the cross member on the foundation, and further improved in mechanical strength, workability and workability. Can be made.

図1は、本発明の一実施形態にかかる縦木部材立設金具の概略正面図を示している。
同図において、縦木部材立設金具としての柱立設金具1は、基礎51に、直接的に縦木部材である柱52を立設する立設金具であって、基礎51に埋設される脚金具2、連結部材としての引付ボルト3、及び、被連結部材としてのホールダウンパイプ4を備えている。ここで、“直接的に”とは、直に、あるいは、基礎パッキンなどを介して、といった意味である。
なお、本実施形態では、基礎パッキン511を介して柱52を基礎51上に立設する例について説明するが、本発明の縦木部材立設金具を用いて立設する縦木部材は、この例に限定されるものではない。
FIG. 1: has shown the schematic front view of the vertical member erecting metal fitting concerning one Embodiment of this invention.
In the figure, a column standing metal fitting 1 as a vertical wood member standing metal fitting is a standing metal fitting for standing a pillar 52 which is a vertical wood member directly on a foundation 51, and is embedded in the foundation 51. A leg fitting 2, a pulling bolt 3 as a connecting member, and a hole down pipe 4 as a connected member are provided. Here, “directly” means directly or through basic packing or the like.
In this embodiment, an example in which the pillar 52 is erected on the foundation 51 via the foundation packing 511 will be described. However, the longitudinal member that is erected using the vertical member erecting bracket of the present invention is It is not limited to examples.

(脚金具)
図2は、本発明の一実施形態にかかる縦木部材立設金具の脚金具の概略図であり、(a)は正面図を、(b)は平面図を示している。
同図において、脚金具2は、筒状部材21、連結板22、カバー23及びアンカー24とからなっている。この脚金具2は、コンクリートで基礎51を形成する際に、基礎51に埋設される。
筒状部材21は、金属製の円筒であり、通常、市販されている鋼管を切断したものが使用される。
連結板22は、筒状部材21の内部に嵌入される外径を有する金属製の円板であり、中央部に、引付ボルト3が挿入される貫通孔221が穿設されている。貫通孔221の直径は、柱52の位置調整を行うために、通常のボルトとボルト孔における直径より大きくしてある。この連結板22は、筒状部材21の上部に嵌入され、溶接接合される。
(Leg bracket)
2A and 2B are schematic views of a leg bracket of the vertical member erecting bracket according to the embodiment of the present invention, wherein FIG. 2A is a front view and FIG. 2B is a plan view.
In the figure, the leg fitting 2 is composed of a cylindrical member 21, a connecting plate 22, a cover 23 and an anchor 24. The leg bracket 2 is embedded in the foundation 51 when the foundation 51 is formed of concrete.
The cylindrical member 21 is a metal cylinder, and a member obtained by cutting a commercially available steel pipe is usually used.
The connecting plate 22 is a metal disc having an outer diameter that is fitted inside the tubular member 21, and a through hole 221 into which the pulling bolt 3 is inserted is formed in the center portion. The diameter of the through hole 221 is larger than the diameter of the normal bolt and the bolt hole in order to adjust the position of the column 52. The connecting plate 22 is inserted into the upper part of the tubular member 21 and welded.

カバー23は、筒状部材21の下部を塞ぐ形状の円板である。このカバー23は、平座金31、クッション部材32及び長穴付き座金33が順に取り付けられた引付ボルト3を、下方から貫通孔221に挿入させた状態で、筒状部材21の下部に取り付けられる。本実施形態のカバー23は、ふすまの引き手のような形状にプレス加工により打ち抜かれた金属板としてあり、筒状部材21に圧入されているが、この構成に限定されるものではない。カバー23は、脚金具2をコンクリート製の基礎51に埋設する際に、固まる前のコンクリートが筒状部材21の内部に入り込むのを防止するカバーであればよく、たとえば、木製や樹脂製であってもよく、また、接着や係止などによって取り付けてもよい。   The cover 23 is a disk having a shape that closes the lower portion of the tubular member 21. The cover 23 is attached to the lower part of the cylindrical member 21 in a state where the pulling bolt 3 to which the plain washer 31, the cushion member 32, and the washer 33 with the elongated hole are sequentially attached is inserted into the through hole 221 from below. . The cover 23 of the present embodiment is a metal plate punched out into a shape like a bran puller by press working, and is press-fitted into the tubular member 21, but is not limited to this configuration. The cover 23 may be a cover that prevents the concrete before solidifying from entering the inside of the tubular member 21 when the leg metal fitting 2 is embedded in the concrete foundation 51. For example, the cover 23 may be made of wood or resin. It may also be attached by adhesion or locking.

筒状部材21は、アンカー24の間に固定されている。本実施形態のアンカー24は、下部が鉤状に折り曲げられた一対の金属製の棒としてある。また、アンカー24は、上端面が筒状部材21の上端面と同じ高さ位置となり、かつ、各折曲げ部が基礎51に沿って反対方向を向くように、筒状部材21の側面に対向して溶接接合されている。このアンカー24は、基礎51に埋設され、脚金具2の基礎51に対する埋設強度を向上させ、柱52の立設強度を向上させる。   The tubular member 21 is fixed between the anchors 24. The anchor 24 of the present embodiment is a pair of metal bars whose lower part is bent into a bowl shape. The anchor 24 faces the side surface of the tubular member 21 so that the upper end surface is at the same height as the upper end surface of the tubular member 21 and each bent portion faces the opposite direction along the foundation 51. And are welded together. The anchor 24 is embedded in the foundation 51, improves the embedding strength of the leg bracket 2 with respect to the foundation 51, and improves the standing strength of the column 52.

なお、アンカー24の構造は、上記構造に限定されるものではなく、基礎51に対する脚金具2の埋設強度を補強する構造であればよい。
また、アンカー24の折曲げ部が向く方向、すなわち、アンカー24の取付け角度は、基礎51の形状などに応じて自由に設定することができ、さらに、アンカー24の溶接位置も自由に設定することができる。したがって、たとえば、基礎51に基礎鉄(図示せず)が埋設される場合には、一対のアンカー24が基礎鉄を挟む溶接位置に溶接され、さらに、アンカー24の折曲げ部が、基礎鉄と平行となる方向を向いた状態で溶接される。このようにすると、アンカー24が、基礎鉄と干渉するのを好適に回避することができるとともに、直線状の基礎51や直角に曲った角部の基礎51に、脚金具2を埋設することができる。
The structure of the anchor 24 is not limited to the above structure, and any structure that reinforces the embedding strength of the leg fitting 2 with respect to the foundation 51 may be used.
Further, the direction in which the bent portion of the anchor 24 faces, that is, the attachment angle of the anchor 24 can be freely set according to the shape of the foundation 51 and the welding position of the anchor 24 can also be freely set. Can do. Therefore, for example, when foundation iron (not shown) is embedded in the foundation 51, the pair of anchors 24 are welded to a welding position sandwiching the foundation iron, and the bent portion of the anchor 24 is connected to the foundation iron. Welded in a state of facing the parallel direction. If it does in this way, while being able to avoid suitably the anchor 24 interfering with a foundation iron, the leg metal fitting 2 can be embed | buried in the foundation 51 of the corner | angular part curved at right angles and the straight foundation 51. it can.

(引付ボルト)
引付ボルト3は、脚金具2の筒状部材21に螺着され、ホールダウンパイプ4の雌ねじ43と螺合するボルトである。また、脚金具2が基礎51に埋設される際、引付ボルト3は、頭部が脚金具2に収納された状態であり、ナット34を締め込む際、頭部を保持することができない。このため、図示してないが、引付ボルト3は、ねじ部端面に溝を形成したり、ねじ部側面に平行に対向する係止面を形成するとよい。このようにすると、マイナスドライバーやスパナを用いて引付ボルト3の空回りを防止でき、また、位置調整を容易に行うことができ、作業性を向上させることができる。この引付ボルト3は、大きな直径の貫通孔221及び長穴付き座金33によって、貫通孔221内において位置調整自在に、連結板22に螺着される。
(Pulling bolt)
The pulling bolt 3 is a bolt that is screwed to the cylindrical member 21 of the leg metal fitting 2 and is screwed to the female screw 43 of the hole-down pipe 4. Further, when the leg bracket 2 is embedded in the foundation 51, the pulling bolt 3 is in a state where the head is housed in the leg bracket 2, and cannot hold the head when the nut 34 is tightened. For this reason, although not shown in the figure, the pulling bolt 3 may be formed with a groove on the end face of the screw part or with a locking face that faces the side face of the screw part in parallel. If it does in this way, the idle rotation of the attracting bolt 3 can be prevented using a flathead screwdriver or a spanner, the position can be adjusted easily, and workability can be improved. The pulling bolt 3 is screwed to the connecting plate 22 by a through hole 221 having a large diameter and a washer 33 with a long hole so that the position of the pulling bolt 3 can be adjusted in the through hole 221.

クッション部材32は、樹脂やゴムなどの衝撃吸収性を有する材料からなる円筒あるいは円環状の板である。このクッション部材32は、引付ボルト3の頭部と連結板22の間に設けられ、地震などの際、柱52を倒そうとする方向や上方に大きな外力が作用しても、その衝撃を効果的に吸収する。   The cushion member 32 is a cylindrical or annular plate made of a material having an impact absorption property such as resin or rubber. This cushion member 32 is provided between the head of the pulling bolt 3 and the connecting plate 22, and in the event of an earthquake or the like, even if a large external force acts in the direction or upward of the column 52, Absorb effectively.

長穴付き座金33は、図3に示すように、金属製の厚い円板からなる座金であり、中央部から周縁部に向けて長穴331が穿設された構造としてある。引付ボルト3を貫通孔221内のいずれかの方向に移動させようとすると、長穴付き座金33が回転し、引付ボルト3が長穴331内を移動する。この長穴付き座金33を用いることにより、連結板22の外径に対して貫通孔221の穴径を大きくすることができ、引付ボルト3の位置調整可能範囲を効率よく拡大することができる。なお、本実施形態では、上記平座金31を用いているが、この平座金31の代わりに、長穴付き座金33を使用してもよい。   As shown in FIG. 3, the washer 33 with a long hole is a washer made of a thick disc made of metal, and has a structure in which a long hole 331 is drilled from the central part toward the peripheral part. When trying to move the pulling bolt 3 in any direction in the through hole 221, the washer 33 with the long hole rotates, and the pulling bolt 3 moves in the long hole 331. By using the washer 33 with the long hole, the hole diameter of the through hole 221 can be increased with respect to the outer diameter of the connecting plate 22, and the position adjustable range of the pulling bolt 3 can be efficiently expanded. . In the present embodiment, the plain washer 31 is used, but a washer 33 with a long hole may be used instead of the plain washer 31.

(ホールダウンパイプ)
ホールダウンパイプ4は、金属製の円筒としてあり、通常、市販されている鋼管を切断したものが用いられる。このホールダウンパイプ4は、下端に、引付ボルト3に螺合する雌ねじ43が切られており、また、雌ねじ43の上方の二箇所に、真上から見て直交する向きに貫通孔44が穿設されている。ホールダウンパイプ4は、まず、引付ボルト3に締め込まれ、次に、基礎51の下端面に穿設された装入穴521に装入され、さらに、柱52の側面から挿入孔522及び貫通孔44にボルト41が挿入され、ナット42が締め付けられることにより、柱52に固定される。
なお、本実施形態では、固定部材として、ボルト41及びナット42を使用しているが、これに限定されるものではなく、たとえば、ドリフトピンなどを使用して、ホールダウンパイプ4を柱52に固定してもよい。また、本実施形態のホールダウンパイプ4は、鋼管を使用しているが、これに限定されるものではなく、たとえば、丸鋼を使用してもよい。
(Hall down pipe)
The hole down pipe 4 is a metal cylinder, and a commercially available steel pipe is usually used. The hole down pipe 4 has a female screw 43 screwed into the pulling bolt 3 at the lower end, and through holes 44 are formed at two positions above the female screw 43 in a direction orthogonal to each other when viewed from directly above. It has been drilled. The hole down pipe 4 is first tightened into the pulling bolt 3, and then inserted into the insertion hole 521 drilled in the lower end surface of the foundation 51, and further, the insertion hole 522 and The bolts 41 are inserted into the through holes 44 and the nuts 42 are tightened to fix the pillars 52.
In the present embodiment, the bolt 41 and the nut 42 are used as the fixing members, but the present invention is not limited to this. For example, the hole down pipe 4 is attached to the column 52 using a drift pin or the like. It may be fixed. Moreover, although the steel pipe is used for the hole down pipe 4 of this embodiment, it is not limited to this, For example, you may use a round steel.

次に、上記構成の柱立設金具1の立設手順及び立設状態について、図面を参照して説明する。
図5は、本発明の一実施形態にかかる縦木部材立設金具の使用方法を説明するための概略図であり、脚金具が基礎に埋設された状態の正面図を示している。
同図において、柱立設金具1は、まず、脚金具2が基礎51に埋設されている。一般的に、コンクリートで基礎51を造る際、型枠内のコンクリートに脚金具2が埋め込まれ、コンクリートが固まることにより、脚金具2が基礎51に埋設される。ここで、脚金具2は、筒状部材21の上端面が、基礎51の上面と同一面となるように埋設される。また、脚金具2は、平座金31、クッション部材32及び長穴付き座金33の取り付けられた引付ボルト3が収納されており、引付ボルト3のねじ部が、連結板22の貫通孔221から突出している。
Next, a standing procedure and a standing state of the columnar bracket 1 having the above-described configuration will be described with reference to the drawings.
FIG. 5: is the schematic for demonstrating the usage method of the vertical member erecting metal fitting concerning one Embodiment of this invention, and has shown the front view of the state by which the leg metal fitting was embed | buried under the foundation.
In the figure, the columnar bracket 1 is such that the leg bracket 2 is first embedded in the foundation 51. In general, when the foundation 51 is made of concrete, the leg metal fitting 2 is embedded in the concrete in the mold, and the concrete is solidified, whereby the leg metal fitting 2 is embedded in the foundation 51. Here, the leg bracket 2 is embedded so that the upper end surface of the cylindrical member 21 is flush with the upper surface of the foundation 51. Further, the leg bracket 2 accommodates a pulling bolt 3 to which a flat washer 31, a cushion member 32, and a long washer 33 are attached, and a threaded portion of the pulling bolt 3 is a through hole 221 of the connecting plate 22. Protruding from.

図6は、本発明の一実施形態にかかる縦木部材立設金具の使用方法を説明するための概略図であり、ホールダウンパイプが取り付けられた状態の正面図を示している。
同図において、柱立設金具1は、まず、連結板22から突出した引付ボルト3のねじ部に、長穴付き座金33が取り付けられ、ナット34が締め込まれる。ナット34が締め込まれると、引付ボルト3が上昇し、上下方向の遊びがなくなったところで、引付ボルト3の位置調整が行われる。この位置調整は、柱52を所定の位置に精度よく立設するためのものであり、引付ボルト3が連結板22の貫通孔221内を自由に移動するので、所定の位置に容易に位置決めすることができる。また、位置決めされた引付ボルト3は、ナット34が締め付けられることにより、連結板22に螺着される。
なお、本実施形態では、連結板22の上方の長穴付き座金33は、連結板22の下方の長穴付き座金33と同じ厚さとしてあるが、薄い板厚としてもよく、また、長穴付き座金33の代わりに、平座金31を使用してもよい。
FIG. 6 is a schematic view for explaining a method of using the vertical member erecting metal fitting according to the embodiment of the present invention, and shows a front view in a state where a hole down pipe is attached.
In the figure, in the column-standing metal fitting 1, first, a washer 33 with a long hole is attached to the thread portion of the pulling bolt 3 protruding from the connecting plate 22, and the nut 34 is tightened. When the nut 34 is tightened, the pulling bolt 3 rises, and the position of the pulling bolt 3 is adjusted when there is no play in the vertical direction. This position adjustment is for accurately standing the column 52 at a predetermined position, and the pulling bolt 3 freely moves in the through hole 221 of the connecting plate 22, so that it is easily positioned at the predetermined position. can do. Further, the positioned pulling bolt 3 is screwed to the connecting plate 22 by tightening the nut 34.
In the present embodiment, the washer 33 with the elongated hole above the connecting plate 22 has the same thickness as the washer 33 with the elongated hole below the connecting plate 22, but may have a thin plate thickness, A plain washer 31 may be used instead of the attached washer 33.

また、本実施形態では、ナット34の上部が基礎51の上面より上方に位置する構成としてあるが、ナット34の最大外形寸法が、ホールダウンパイプ4の外径より小さいので、柱52の装入穴521に収納される。
なお、ナット34の上部が基礎51の上面より上方に位置する構成に限定されるものではなく、たとえば、締め付けられたナット34の上面が、基礎51の上面より下に位置する構成としてもよい。
In this embodiment, the upper portion of the nut 34 is positioned above the upper surface of the foundation 51. However, since the maximum outer dimension of the nut 34 is smaller than the outer diameter of the hole-down pipe 4, the column 52 is inserted. It is stored in the hole 521.
Note that the upper portion of the nut 34 is not limited to the configuration positioned above the upper surface of the foundation 51, and for example, the upper surface of the tightened nut 34 may be positioned below the upper surface of the foundation 51.

次に、固定された引付ボルト3に、ホールダウンパイプ4が締め込まれる。
この際、ホールダウンパイプ4は、貫通孔44が、所定の向きを向いて基礎51上に載置される柱52の挿入孔522とほぼ同じ高さ位置に位置し、かつ、貫通孔44と挿入孔522の中心線どうしがほぼ一致するように締め込まれる。このようにすると、ボルト41をスムースに挿入することができ、かつ、柱52を所定の向き(通常、基礎51の側面と柱52の側面が平行となる向き)に立設することができる。
Next, the hole down pipe 4 is fastened to the fixed pulling bolt 3.
At this time, the hole down pipe 4 has the through hole 44 positioned substantially at the same height as the insertion hole 522 of the column 52 placed on the foundation 51 in a predetermined direction. It is tightened so that the center lines of the insertion holes 522 substantially coincide with each other. In this way, the bolt 41 can be smoothly inserted, and the column 52 can be erected in a predetermined direction (usually the direction in which the side surface of the foundation 51 and the side surface of the column 52 are parallel).

なお、本実施形態のホールダウンパイプ4は、下面がナット34と当接ぜず、所定の隙間(調整代)を有する状態で、引付ボルト3と連結されているが、これに限定されるものではない。
たとえば、図7に示すように、ナット34によって螺着された引付ボルト3に、位置調整ナット35を取り付ける。続いて、ホールダウンパイプ4の貫通孔44が、所定の向きを向いて基礎51上に載置される柱52の挿入孔522とほぼ同じ高さ位置に位置し、かつ、貫通孔44と挿入孔522の中心線どうしがほぼ一致するように、ホールダウンパイプ4を締め込み、位置調整ナット35をホールダウンパイプ4側に締め付ける。このようにすると、位置調整ナット35によってホールダウンパイプ4が引付ボルト3に螺着されるので、柱52の立設強度を向上させることができる。
The hole down pipe 4 of the present embodiment is connected to the pulling bolt 3 in a state where the lower surface does not contact the nut 34 and has a predetermined gap (adjustment allowance), but is limited to this. It is not a thing.
For example, as shown in FIG. 7, a position adjusting nut 35 is attached to the pulling bolt 3 screwed by the nut 34. Subsequently, the through-hole 44 of the hole-down pipe 4 is positioned at substantially the same height as the insertion hole 522 of the column 52 placed on the foundation 51 in a predetermined direction, and is inserted into the through-hole 44. The hole down pipe 4 is tightened so that the center lines of the holes 522 substantially coincide with each other, and the position adjusting nut 35 is tightened to the hole down pipe 4 side. In this way, the hole down pipe 4 is screwed to the pulling bolt 3 by the position adjusting nut 35, so that the standing strength of the column 52 can be improved.

次に、図1に示すように、基礎51上に基礎パッキン511を載置し、さらに、ホールダウンパイプ4を装入穴521に装入させながら、柱52を基礎パッキン511上に載置する。続いて、挿入孔522及び貫通孔44にボルト41が挿入され、ナット42が締め付けられ、柱52が基礎51に立設される。   Next, as shown in FIG. 1, the foundation packing 511 is placed on the foundation 51, and the column 52 is placed on the foundation packing 511 while the hole down pipe 4 is inserted into the insertion hole 521. . Subsequently, the bolt 41 is inserted into the insertion hole 522 and the through hole 44, the nut 42 is tightened, and the column 52 is erected on the foundation 51.

上述したように、本実施形態の柱立設金具1によれば、柱52の位置決めを行うための位置調整スペース(芯ずれ調整スペース)を、基礎51内部に、すなわち、基礎51に埋設された脚金具2の内部に設けることができるので、柱52を基礎51に直接的に立設することができる。また、柱52への加工量が低減されるので、機械的強度の低下を防止することができる。さらに、作業性及び施工性を向上させることができる。また、連結部材としての引付ボルト3及び被連結部材としてのホールダウンパイプ4を用いることにより、構造を単純化することができ、製造原価のコストダウンを図ることができる。   As described above, according to the columnar mounting bracket 1 of the present embodiment, the position adjustment space (center misalignment adjustment space) for positioning the column 52 is embedded in the foundation 51, that is, in the foundation 51. Since it can be provided inside the leg bracket 2, the column 52 can be erected directly on the foundation 51. Moreover, since the amount of processing to the column 52 is reduced, it is possible to prevent a decrease in mechanical strength. Furthermore, workability and workability can be improved. Further, by using the pulling bolt 3 as the connecting member and the hole down pipe 4 as the connected member, the structure can be simplified and the manufacturing cost can be reduced.

以上、本発明の縦木部材立設金具について、好ましい実施形態を示して説明したが、本発明に係る縦木部材立設金具は、上述した実施形態にのみ限定されるものではなく、本発明の範囲で種々の変更実施が可能であることは言うまでもない。
例えば、上記実施形態は、柱52を基礎51に直に立設する構成としてあるが、これに限定されるものではなく、たとえば、基礎51上に土台53を設置し、続いて、この土台53上に、柱52を立設する構成としてもよい。
次に、この土台53を介して、基礎51上に柱52を立設する応用例について、図面を参照して説明する。
As mentioned above, although the preferred embodiment was shown and demonstrated about the vertical member erecting metal fitting of this invention, the vertical wood member erecting metal fitting which concerns on this invention is not limited only to embodiment mentioned above, this invention It goes without saying that various modifications can be made within the range described above.
For example, in the above-described embodiment, the pillar 52 is erected directly on the foundation 51. However, the present invention is not limited to this. For example, the foundation 53 is installed on the foundation 51, and then the foundation 53 is provided. The pillar 52 may be erected on the top.
Next, an application example in which the pillar 52 is erected on the foundation 51 through the base 53 will be described with reference to the drawings.

図8は、本発明の一実施形態にかかる縦木部材立設金具の応用例の概略正面図を示している。
同図において、柱立設金具1aは、上記実施形態と比べて、土台53の装入孔531及び柱52の装入穴521に装入されるホールダウンパイプ4aを備えた点が相違する。他の構成要素は柱立設金具1とほぼ同様としてある。
したがって、図8において、図1と同様の構成部分については同一の符号を付して、その詳細な説明を省略する。
FIG. 8: has shown the schematic front view of the example of application of the vertical member erecting metal fitting concerning one Embodiment of this invention.
In the figure, the column stand metal fitting 1a is different from the above embodiment in that it includes a hole down pipe 4a that is inserted into the insertion hole 531 of the base 53 and the insertion hole 521 of the column 52. The other components are almost the same as those of the column stand 1.
Therefore, in FIG. 8, the same components as those in FIG. 1 are denoted by the same reference numerals, and detailed description thereof is omitted.

ホールダウンパイプ4aは、土台53の装入孔531に装入されるため、その分長い形状としてあり、二本のボルト41及びナット42によって、柱52がホールダウンパイプ4aに取り付けられる。
この柱立設金具1aは、上述したように、ホールダウンパイプ4aが引付ボルト3に取り付けられ、次に、土台53の装入孔531にホールダウンパイプ4aが装入された状態で、土台53が基礎51の基礎パッキン511上に設置される。続いて、土台53から突出したホールダウンパイプ4aが装入穴521に装入された状態で、柱52が土台53上に載置される。そして、ボルト41及びナット42によって、柱52及び土台53がホールダウンパイプ4aに固定され、柱52を土台53上に立設することができる。
Since the hole down pipe 4a is inserted into the insertion hole 531 of the base 53, the hole down pipe 4a has a longer shape. The column 52 is attached to the hole down pipe 4a by two bolts 41 and a nut 42.
As described above, the pillar-standing metal fitting 1a is constructed in such a manner that the hole down pipe 4a is attached to the pulling bolt 3 and then the hole down pipe 4a is inserted into the insertion hole 531 of the base 53. 53 is installed on the foundation packing 511 of the foundation 51. Subsequently, the column 52 is placed on the base 53 in a state where the hole down pipe 4 a protruding from the base 53 is inserted into the insertion hole 521. The pillar 52 and the base 53 are fixed to the hole-down pipe 4 a by the bolt 41 and the nut 42, and the pillar 52 can be erected on the base 53.

このように、柱立設金具1aによれば、土台53を介して、柱52を土台53上に立設することができる。また、土台53への加工が、装入孔531などのわずかな加工ですむので、圧縮強度などが低下するといった不具合を防止することができる。   As described above, according to the pillar standing metal fitting 1 a, the pillar 52 can be erected on the base 53 via the base 53. In addition, since the processing to the base 53 requires only a slight processing such as the insertion hole 531, it is possible to prevent a problem such as a decrease in compressive strength.

図1は、本発明の一実施形態にかかる縦木部材立設金具の概略正面図を示している。FIG. 1: has shown the schematic front view of the vertical member erecting metal fitting concerning one Embodiment of this invention. 図2は、本発明の一実施形態にかかる縦木部材立設金具の脚金具の概略図であり、(a)は正面図を、(b)は平面図を示している。2A and 2B are schematic views of a leg bracket of the vertical member erecting bracket according to the embodiment of the present invention, wherein FIG. 2A is a front view and FIG. 2B is a plan view. 図3は、本発明の一実施形態にかかる縦木部材立設金具の長穴付き座金の概略図であり、(a)は平面図を、(b)は側面図を示している。FIG. 3: is the schematic of the washer with a slotted hole of the vertical member erecting metal fitting concerning one Embodiment of this invention, (a) is a top view, (b) has shown the side view. 図4は、本発明の一実施形態にかかる縦木部材立設金具のホールダウンパイプの概略図であり、(a)は正面図を、(b)は上面図を示している。4A and 4B are schematic views of a hole down pipe of the vertical member erecting metal fitting according to the embodiment of the present invention, in which FIG. 4A is a front view and FIG. 4B is a top view. 図5は、本発明の一実施形態にかかる縦木部材立設金具の使用方法を説明するための概略図であり、脚金具が基礎に埋設された状態の正面図を示している。FIG. 5: is the schematic for demonstrating the usage method of the vertical member erecting metal fitting concerning one Embodiment of this invention, and has shown the front view of the state by which the leg metal fitting was embed | buried under the foundation. 図6は、本発明の一実施形態にかかる縦木部材立設金具の使用方法を説明するための概略図であり、ホールダウンパイプが取り付けられた状態の正面図を示している。FIG. 6 is a schematic view for explaining a method of using the vertical member erecting metal fitting according to the embodiment of the present invention, and shows a front view in a state where a hole down pipe is attached. 図7は、本発明の一実施形態にかかる縦木部材立設金具の使用方法を説明するための概略図であり、位置調整ナットを用いてホールダウンパイプが取り付けられた状態の正面図を示している。FIG. 7 is a schematic view for explaining a method for using the vertical member erecting bracket according to the embodiment of the present invention, and shows a front view of a state in which a hole down pipe is attached using a position adjusting nut. ing. 図8は、本発明の一実施形態にかかる縦木部材立設金具の応用例の概略正面図を示している。FIG. 8: has shown the schematic front view of the example of application of the vertical member erecting metal fitting concerning one Embodiment of this invention.

符号の説明Explanation of symbols

1,1a 柱立設金具
2 脚金具
3 引付ボルト
4,4a ホールダウンパイプ
21 筒状部材
22 連結板
23 カバー
24 アンカー
31 平座金
32 クッション部材
33 長穴付き座金
34 ナット
35 位置調整ナット
41 ボルト
42 ナット
43 雌ねじ
44 貫通孔
51 基礎
52 柱
53 土台
221 貫通孔
331 長穴
511 基礎パッキン
521 装入穴
522 挿入孔
531 装入孔
1, 1a Pillar bracket 2 Leg bracket 3 Pull bolt 4, 4a Hole down pipe 21 Cylindrical member 22 Connecting plate 23 Cover 24 Anchor 31 Plain washer 32 Cushion member 33 Washer with long hole 34 Nut 35 Position adjustment nut 41 Bolt 42 Nut 43 Female thread 44 Through hole 51 Foundation 52 Pillar 53 Base 221 Through hole 331 Long hole 511 Foundation packing 521 Insertion hole 522 Insertion hole 531 Insertion hole

Claims (5)

基礎に、直接的にあるいは横木部材を介して、縦木部材を立設するための縦木部材立設金具であって、
前記基礎に埋設され、内部に連結板が取り付けられた有底筒状の脚金具と、
前記連結板に位置調整自在に固定される連結部材と、
前記連結部材に連結され、前記縦木部材に装入される棒状又は筒状の被連結部材と、
前記縦木部材に前記被連結部材を固定する固定部材と
を備えたことを特徴とする縦木部材立設金具。
A vertical member erecting bracket for erecting a vertical member on a foundation directly or through a cross member,
A bottomed cylindrical leg bracket embedded in the foundation and having a connecting plate attached inside,
A connecting member fixed to the connecting plate so as to be adjustable in position;
A rod-shaped or cylindrical connected member connected to the connecting member and inserted into the vertical wood member;
A vertical member mounting bracket comprising: a fixing member that fixes the connected member to the vertical member.
前記脚金具が、前記基礎に埋設されるアンカー部材を有することを特徴とする請求項1に記載の縦木部材立設金具。   The vertical wooden member erecting metal fitting according to claim 1, wherein the leg metal fitting has an anchor member embedded in the foundation. 前記連結部材を、下方から前記連結板の貫通孔に挿入されナットによって前記連結板に螺着される引付ボルトとし、前記被連結部材の下端に、前記引付ボルトに螺合する雌ねじが切られたことを特徴とする請求項1又は2に記載の縦木部材立設金具。   The connecting member is a pulling bolt that is inserted into the through hole of the connecting plate from below and is screwed to the connecting plate by a nut, and a female screw that is screwed to the pulling bolt is cut at the lower end of the connected member. The vertical member erecting metal fitting according to claim 1 or 2, wherein 前記引付ボルトの頭部と前記連結板との間に、クッション部材を設けたことを特徴とする請求項3に記載の縦木部材立設金具。   The vertical member mounting bracket according to claim 3, wherein a cushion member is provided between a head of the pulling bolt and the connecting plate. 前記被連結部材が、前記基礎上に設置される前記横木部材、及び,該横木部材上に立設される縦木部材に装入されることを特徴とする請求項1〜4のいずれか一項に記載の縦木部材立設金具。   The said to-be-connected member is inserted in the said cross member installed on the said foundation, and the vertical member installed upright on this cross member, The any one of Claims 1-4 characterized by the above-mentioned. The vertical member erecting bracket according to the item.
JP2006222023A 2006-08-16 2006-08-16 Vertical member Expired - Fee Related JP4970873B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014206033A (en) * 2013-04-11 2014-10-30 義邦 大倉 Pedestal hardware
KR101555034B1 (en) * 2015-01-19 2015-09-22 전봉희 Bridge supporter having increased horizontal combination force with supporter and being easily constructable
JP7466595B2 (en) 2022-07-28 2024-04-12 株式会社ポラス暮し科学研究所 Column base hardware

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5291503A (en) * 1976-01-27 1977-08-02 Kubota Ltd Method of fixing stud
JPS6383322A (en) * 1986-09-24 1988-04-14 Kajima Corp Jointing construction for pedestal and jointing metal fittings
JP2002167866A (en) * 2000-11-30 2002-06-11 Ueki House Kk Tool for coupling foundation, sill and column, and wooden building
JP2002242315A (en) * 2001-02-22 2002-08-28 Kaneshin:Kk Fixing device for column in wooden building
JP2003184316A (en) * 2001-12-25 2003-07-03 Excellence:Kk Earthquake-resisting reinforcing metallic material for post-attachment for existing wooden house

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5291503A (en) * 1976-01-27 1977-08-02 Kubota Ltd Method of fixing stud
JPS6383322A (en) * 1986-09-24 1988-04-14 Kajima Corp Jointing construction for pedestal and jointing metal fittings
JP2002167866A (en) * 2000-11-30 2002-06-11 Ueki House Kk Tool for coupling foundation, sill and column, and wooden building
JP2002242315A (en) * 2001-02-22 2002-08-28 Kaneshin:Kk Fixing device for column in wooden building
JP2003184316A (en) * 2001-12-25 2003-07-03 Excellence:Kk Earthquake-resisting reinforcing metallic material for post-attachment for existing wooden house

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014206033A (en) * 2013-04-11 2014-10-30 義邦 大倉 Pedestal hardware
KR101555034B1 (en) * 2015-01-19 2015-09-22 전봉희 Bridge supporter having increased horizontal combination force with supporter and being easily constructable
JP7466595B2 (en) 2022-07-28 2024-04-12 株式会社ポラス暮し科学研究所 Column base hardware

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