JP2006046020A - Construction method of ground sill and metal member for receiving ground sill - Google Patents

Construction method of ground sill and metal member for receiving ground sill Download PDF

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JP2006046020A
JP2006046020A JP2004232200A JP2004232200A JP2006046020A JP 2006046020 A JP2006046020 A JP 2006046020A JP 2004232200 A JP2004232200 A JP 2004232200A JP 2004232200 A JP2004232200 A JP 2004232200A JP 2006046020 A JP2006046020 A JP 2006046020A
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base
foundation
plate
bracket
state
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Koichiro Mori
幸一郎 毛利
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a metal member for receiving a ground sill which enables the ground sill to be lifted from the foundation in a state that the metal member is directly fixed onto the foundation, excels in construction efficiency and load bearing strength, and lowers the cost by reducing the number of parts. <P>SOLUTION: The metal member 1 for receiving the ground sill comprises a bottom plate 3 having a long opening 2, and supporting plates 5 provided at an upper part of the bottom plate 3 to hold the ground sill in a state that the ground sill is lifted from the foundation. The metal member 1 is placed directly on the foundation, and fixed to the foundation by tightening up a fastening bolt threadably fitted to a nut of an anchor bolt embedded in the foundation. Then, the ground sill is fitted onto the supporting plates 5 of the metal member 1. The metal member 1 and the ground sill are connected by a fastener in a squeezed state that the top end of the ground sill and the lower part of the metal member 1 are compressed. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、木造建築の構築時において、基礎に土台を固定する土台の施工方法と、この施工方法に用いる土台受け金具に関する。   TECHNICAL FIELD The present invention relates to a foundation construction method for fixing a foundation to a foundation at the time of construction of a wooden building, and a foundation bracket used in this construction method.

基礎に土台を固定する従来の一般的な施工方法は、基礎に所定間隔の配置でアンカーボルトを上端が所定長さ突出するように埋設し、この基礎上に固定する土台の各アンカーボルトと対応する位置に、アンカーボルトの挿通孔を上下に貫通するよう設け、この土台を基礎上に、各挿通孔をアンカーボルトに挿入することによって載置し、土台の天端側からアンカーボルトにナットを螺合し、座金を介して締め付けることにより、基礎に土台を固定するものである。   The conventional general construction method for fixing the foundation to the foundation is to embed the anchor bolt in the foundation so that the upper end protrudes a predetermined length at a predetermined interval, and correspond to each anchor bolt of the foundation to be fixed on this foundation At the position where the anchor bolt is inserted, the anchor bolt insertion hole is vertically penetrated, and this base is placed on the foundation by inserting each insertion hole into the anchor bolt, and a nut is attached to the anchor bolt from the top end side of the base. The foundation is fixed to the foundation by screwing and fastening via a washer.

上記のような施工方法は、土台にアンカーボルトの挿通孔を上下に貫通するよう設ける必要があるため、挿通孔の穿設のために木屑が発生し、作業や清掃に手間がかかり、ゴミの処理に経費がかかるという問題がある。   The construction method as described above needs to be provided in the base so that the insertion hole of the anchor bolt penetrates up and down, so that wood chips are generated for the insertion of the insertion hole, and it takes time and labor for work and cleaning. There is a problem that processing is expensive.

また、土台に挿通孔を設けることによって土台自体の断面積が欠損し、土台の構造上の強度が損なわれると共に、基礎に直接土台を重ねると土台に腐食が生じるという問題もある。   In addition, by providing the insertion hole in the base, there is a problem that the cross-sectional area of the base itself is lost, the structural strength of the base is lost, and if the base is directly stacked on the foundation, the base is corroded.

このような問題点を解決するため、基礎から土台を浮かせることができると共に、土台にアンカーボルトの挿通孔を設けずに基礎に固定することができる土台の施工方法がすでに提案されている。   In order to solve such problems, there has already been proposed a method for constructing a foundation that can float the foundation from the foundation and can be fixed to the foundation without providing an anchor bolt insertion hole in the foundation.

この施工方法は、基礎の上端部に埋め込まれる基礎側金具と、土台の下部及び側部を受けて支持する垂直断面略コ字形の支持金具とからなり、上記基礎側金具には係合部が設けられる一方、上記支持金具の底部には上記係合部に分離可能に係合する被係合部が設けられ、基礎上に固定した支持金具に土台を嵌め込み、この支持金具と土台を釘の打ち込みによって固定するものである(特許文献1参照)。   This construction method consists of a foundation side metal fitting embedded in the upper end of the foundation and a support metal fitting having a substantially U-shaped vertical section that receives and supports the lower part and side part of the foundation. On the other hand, the bottom of the support bracket is provided with an engaged portion that is detachably engaged with the engagement portion, and a base is fitted into the support bracket fixed on the foundation, and the support bracket and the base are attached to the nail. It is fixed by driving in (see Patent Document 1).

また、別の施工方法としては、基礎上にパッキンを載置して孔にアンカーボルトの頭部を挿通し、このパッキン上にU字形状の金具をその両側部が基礎の長手方向に沿うように載置してその孔をアンカーボルトの頭部に挿通し、アンカーボルトに螺合したナットにより固定し、そして、金具の両側部の間に土台を収納し、各釘孔から釘を打ち込んで金具に土台を固定するものである(特許文献2参照)。
特開平11−217835号公報 特開平11−100911号公報
As another construction method, the packing is placed on the foundation, the head of the anchor bolt is inserted into the hole, and the U-shaped metal fitting is placed on the packing so that both sides thereof are along the longitudinal direction of the foundation. Insert the hole into the head of the anchor bolt, fix it with the nut screwed to the anchor bolt, and store the base between both sides of the bracket, and drive the nail through each nail hole A base is fixed to the metal fitting (see Patent Document 2).
JP 11-217835 A Japanese Patent Laid-Open No. 11-10091

ところで、前者の施工方法は、基礎側金具と支持金具を螺軸やナットからなる係合部と被係合部で結合するため、基礎から土台を浮かせることができるが、結合作業に手間と時間がかかり施工能率が悪いだけでなく、結果的に基礎上の螺軸で土台の重量を支持することになるので、荷重支持強度に不安がある。   By the way, in the former construction method, since the foundation side metal fitting and the support metal fitting are coupled with the engaging portion made of a screw shaft or nut and the engaged portion, the foundation can be lifted from the foundation, but it takes time and effort for the coupling work. As a result, not only the construction efficiency is poor, but also the weight of the foundation is supported by the screw shaft on the foundation, so there is anxiety in the load support strength.

また、後者の施工方法は、別にパッキンを必要とし、部品点数が増えるだけでなく、木製のパッキンに上下の貫通する孔を設ける必要があるため、孔の穿設のために木屑が発生し、しかも、木製のパッキンが基礎上に直接接触するので、パッキンに腐食が生じるという問題もある。   In addition, the latter construction method requires a separate packing, and not only the number of parts increases, but also it is necessary to provide a through hole in the top and bottom of the wooden packing, so wood chips are generated for drilling the hole, Moreover, since the wooden packing is in direct contact with the foundation, there is also a problem that the packing is corroded.

そこで、この発明の課題は、土台受け金具を基礎上に直接固定した状態で、基礎から土台を浮かせることができ、施工能率と荷重支持強度に優れ、部品点数が少なくてコスト的に安価な土台の施工方法と土台受け金具を提供することにある。   Therefore, the problem of the present invention is that the foundation can be lifted from the foundation in a state where the foundation bracket is directly fixed on the foundation, and it is excellent in construction efficiency and load supporting strength, and has a low number of parts and is inexpensive in terms of cost. It is to provide the construction method and the mounting bracket.

上記のような課題を解決するため、請求項1の発明は、基礎にアンカーボルトを埋設し、長孔を設けた底板の上部に土台を基礎から浮かせた状態で保持する嵌合部を設けた土台受け金具を、前記アンカーボルトに長孔が対応するよう基礎上に直接載置し、この土台受け金具をアンカーボルトのナットに螺合したボルトの締付けで基礎に固定した後、上記土台受け金具の嵌合部に土台を嵌め込み、この土台の天端と土台受け金具の下部を圧縮した絞込み状態で、土台受け金具と土台を締結具によって結合する構成を採用したものである。   In order to solve the above problems, the invention of claim 1 is provided with an anchor bolt embedded in the foundation, and a fitting portion for holding the base in a state of floating from the foundation on the upper portion of the bottom plate provided with the long hole. The base bracket is placed directly on the foundation so that the long hole corresponds to the anchor bolt, and the base bracket is fixed to the foundation by tightening the bolt screwed to the nut of the anchor bolt. A structure is adopted in which the base is fitted into the fitting portion, and the base bracket and the base are coupled by a fastener in a narrowed state where the top end of the base and the lower portion of the base bracket are compressed.

請求項2の発明は、請求項1の発明において、上記アンカーボルトの上端部に設けた長ナットに養生キャップを被せたボルトを螺合し、このアンカーボルトを基礎内に前記養生キャップを被せたボルトが上面に突出するよう埋設し、基礎コンクリートの養生後に長ナットからボルトと養生キャップを取外し、基礎コンクリートに上面から長ナットに達する空洞を形成し、土台受け金具を基礎に固定するボルトの長ナットへの螺合を可能にする構成を採用したものである。   According to a second aspect of the present invention, in the first aspect of the present invention, a bolt with a curing cap is screwed onto a long nut provided at the upper end of the anchor bolt, and the curing cap is covered with the anchor bolt in a foundation. The length of the bolt that embeds the bolt so that it protrudes from the upper surface, removes the bolt and the curing cap from the long nut after curing the foundation concrete, forms a cavity in the foundation concrete from the upper surface to the long nut, and fixes the base bracket to the foundation A configuration that enables screwing to the nut is adopted.

請求項3の発明は、長孔を設けた底板の両端部に、土台を基礎から浮かせた状態で保持する水平の支持板を連成し、両支持板の外端部に土台が嵌合する間隔で対向する起立板を設け、両起立板に土台を固定する締結具の挿通孔を設けた構成を採用したものである。   According to the invention of claim 3, a horizontal support plate that holds the base in a state of being floated from the foundation is coupled to both ends of the bottom plate provided with the long holes, and the base is fitted to the outer end portions of both support plates. The structure which provided the standing plate which opposes at intervals, and provided the penetration hole of the fastener which fixes a base to both standing plates is employ | adopted.

請求項4の発明は、長孔を設けた底板の両端部に、土台を基礎から浮かせた状態で保持する水平の支持板を連成し、一方支持板の外端部に起立板を設け、この起立板の上端部に土台の天端に重なる上板を設け、前記起立板と天板とに土台を固定する締結具の挿通孔を設けた構成を採用したものである。   In the invention of claim 4, the horizontal support plate that holds the base in a state of floating from the foundation is coupled to both ends of the bottom plate provided with the long holes, while the standing plate is provided on the outer end of the support plate, A configuration is adopted in which an upper plate that overlaps the top end of the base is provided at the upper end of the upright plate, and a fastener insertion hole for fixing the base is provided between the upright plate and the top plate.

請求項5の発明は、長孔を設けた底板の両端部に土台が嵌合する間隔で対向する起立板を設け、この両起立板の対向面で下部寄りの位置に、土台を基礎から浮かせた状態で保持する支持板を切り起しによって突設し、両起立板に土台を固定する締結具の挿通孔を設けた構成を採用したものである。   According to the invention of claim 5, the upright plates facing each other at intervals at which the base is fitted are provided at both ends of the bottom plate provided with the long holes, and the base is floated from the foundation at a position closer to the lower part on the facing surfaces of the two upright plates. The support plate held in a raised state is cut and raised to provide a structure in which insertion holes for fasteners for fixing the base are provided on both standing plates.

請求項6の発明は、土台を基礎から浮かせた状態で保持する支持台の側部下縁に長孔を有する固定板を設け、前記支持台上の両端部に土台が嵌合する間隔で対向する起立板を設け、両起立板に土台を固定する締結具の挿通孔を設けた構成を採用したものである。   The invention of claim 6 is provided with a fixing plate having a long hole at the lower edge of the side portion of the support base that holds the base in a state of floating from the foundation, and is opposed to the both ends on the support base at an interval at which the base is fitted. The structure which provided the standing board and provided the insertion hole of the fastener which fixes a base to both standing boards is employ | adopted.

請求項7の発明は、土台を基礎から浮かせた状態で保持する支持台を上面に裂溝を有する角筒形に形成し、この支持台の底板に長孔を設け、前記支持台上の両端部に土台が嵌合する間隔で対向する起立板を設け、両起立板に土台を固定する締結具の挿通孔を設けた構成を採用したものである。   According to the seventh aspect of the present invention, the support base for holding the base in a state of floating from the foundation is formed in a rectangular tube shape having a fissure on the upper surface, a long hole is provided in the bottom plate of the support base, and both ends on the support base are provided. The structure which provided the standing plate which opposes at the space | interval which a base fits in a part, and provided the penetration hole of the fastener which fixes a base to both standing plates is employ | adopted.

ここで、土台受け金具は、十分な強度を有する金属板を用い、プレス加工によって形成し、土台の天端と土台受け金具の下部を万力等の工具で挟みこむことで、土台を圧縮した絞込み状態とし、この状態で土台受け金具と土台を挿通孔から土台に締結具であるビスをねじ込むことによって結合する。   Here, the base bracket is formed by press working using a metal plate having sufficient strength, and the base is compressed by sandwiching the top of the base and the bottom of the base bracket with a tool such as a vise. In this state, the base bracket and the base are joined by screwing a screw as a fastener into the base from the insertion hole.

また、土台受け金具は、基礎上に直接載置し、長孔に挿通したボルトをアンカーボルトの長ナットに螺締めすることによって固定し、土台受け金具が基礎から土台を浮かせた状態で支持しているので、土台受け金具と土台の固定後に、土台の下部空間を利用して前記ボルトの完全な締め付け操作が行えることになる。   The base bracket is placed directly on the foundation, fixed by screwing the bolt inserted through the long hole into the long nut of the anchor bolt, and supported with the foundation bracket floating from the foundation. Therefore, after the base bracket and the base are fixed, the bolt can be completely tightened using the lower space of the base.

この発明によると、基礎に固定した土台受け金具に土台を嵌め込み、この土台の天端と土台受け金具の下部を圧縮した絞込み状態で、土台受け金具と土台を締結具によって結合するようにしたので、基礎上に土台を浮き上がりの発生がない状態で配置することができ、
土台のレベル出しが正確に行える。
According to the present invention, the base is fitted into the base bracket fixed to the foundation, and the base bracket and the base are coupled by the fastener in a compressed state in which the top end of the base and the lower portion of the base bracket are compressed. , The foundation can be placed on the foundation without the occurrence of lifting,
The level of the foundation can be accurately determined.

また、アンカーボルトの上端部に設けた長ナットに養生キャップを被せたボルトを螺合し、このアンカーボルトを基礎内に前記養生キャップを被せたボルトが上面に突出するよう埋設し、基礎コンクリートの養生後に長ナットからボルトと養生キャップを取外し、基礎コンクリートに上面から長ナットに達する空洞を形成するようにしたので、基礎に土台受け金具を直接ボルト止めによって固定化することができ、しかも、土台受け金具が基礎から土台を浮かせることができるので、土台の配置後に土台受け金具を固定するボルトの締め付けが可能になり、土台の配置精度を向上させることができる。   In addition, a bolt with a curing cap is screwed onto a long nut provided at the upper end of the anchor bolt, and this anchor bolt is embedded in the foundation so that the bolt with the curing cap protrudes from the upper surface. After curing, the bolt and the curing cap were removed from the long nut, and a cavity reaching the long nut from the top surface was formed in the foundation concrete, so the base bracket could be fixed directly to the foundation by bolting, and the foundation Since the base can lift the base from the foundation, it is possible to tighten the bolts for fixing the base base after the base is placed, and the base placement accuracy can be improved.

更に、基礎に土台受け金具を直接ボルト止めによって固定化するので、土台の固定が土台受け金具だけで行え、これによって、施工能率と荷重支持強度に優れ、部品点数が少なくてコスト的に安価な土台の施工が可能になる。   In addition, since the base bracket is fixed directly to the foundation by bolting, the base can be fixed only by the base bracket, which provides excellent construction efficiency and load support strength, and reduces the number of parts and is inexpensive. The foundation can be constructed.

以下、この発明の実施の形態を図示例に基づいて説明する。   Hereinafter, embodiments of the present invention will be described based on illustrated examples.

図1乃至図5に示す土台受け金具1の第1の実施の形態は、中央部に前後方向の長孔2を設けた矩形状底板3の前後方向両端部に立ち上がり板4を設け、両立ち上がり板4の上端部に、土台Aを基礎Bから浮かせた状態で保持する水平の支持板5を互に相反する外側に突出するよう連成し、両支持板5の外端部に土台Aが嵌合する間隔で対向する起立板6を設け、両起立板6に土台Aを固定する締結具の挿通孔7をそれぞれ設けた構造になっている。   In the first embodiment of the base metal fitting 1 shown in FIGS. 1 to 5, rising plates 4 are provided at both ends in the front-rear direction of a rectangular bottom plate 3 having a long hole 2 in the front-rear direction at the center. A horizontal support plate 5 that holds the base A in a state of floating from the foundation B is coupled to the upper end of the plate 4 so as to protrude outwardly opposite each other, and the base A is formed at the outer end portions of both support plates 5. The upright plates 6 that face each other at intervals of fitting are provided, and the insertion holes 7 of the fasteners that fix the base A to the upright plates 6 are provided.

この土台受け金具1は、十分な強度を有する一枚の金属板からプレス成形によって折り曲げ加工し、基礎Bの上面に直接載置し、土台Aを基礎Bから浮かせた状態で固定するようになっている。   The base metal fitting 1 is bent by press molding from a single metal plate having sufficient strength, placed directly on the upper surface of the foundation B, and fixed in a state where the foundation A is floated from the foundation B. ing.

上記土台受け金具1を基礎Bに固定するため、基礎Bに埋設するアンカーボルト8は、その上端部に螺合して設けた長ナット9に、コンクリートに対する剥離性のある養生キャップ10を被せたボルト11を螺合し、このアンカーボルト9を基礎B内に前記養生キャップ10を被せたボルト11が上面に突出するよう埋設し、基礎コンクリートの養生後に長ナット9からボルト11と養生キャップ10を取外し、基礎コンクリートに上面から長ナット9に達する空洞12を形成し、土台受け金具1を基礎Bに固定する締結ボルト13の長ナット9への螺合を可能にしている。   In order to fix the base receiving metal fitting 1 to the foundation B, the anchor bolt 8 embedded in the foundation B is covered with a curing cap 10 that is peelable from concrete on a long nut 9 screwed to the upper end portion thereof. Bolts 11 are screwed together, and the anchor bolts 9 are embedded in the foundation B so that the bolts 11 covered with the curing caps 10 protrude from the upper surface, and after the foundation concrete is cured, the bolts 11 and the curing caps 10 are connected from the long nuts 9. A cavity 12 reaching the long nut 9 from the upper surface is formed in the foundation concrete, and the fastening bolt 13 for fixing the base bracket 1 to the foundation B can be screwed to the long nut 9.

第1の実施の形態の土台受け金具1は、上記のような構成であり、土台Aの施工を行うには、先ず、アンカーボルト8を所定の間隔で埋設した基礎Bを構築する。   The base receiving metal fitting 1 according to the first embodiment has the above-described configuration, and in order to perform the base A construction, first, a foundation B in which anchor bolts 8 are embedded at a predetermined interval is constructed.

上記アンカーボルト8は、図5のように、上端部に螺合して設けた長ナット9に、養生キャップ10を被せたボルト11を螺合し、このアンカーボルト8を基礎B内に前記養生キャップ10を被せたボルト11が上面に突出するよう埋設し、基礎コンクリートの養生後に長ナット9からボルト11と養生キャップ10を取外し、基礎コンクリートに上面から長ナット9に達する空洞12を形成する。   As shown in FIG. 5, the anchor bolt 8 is screwed with a bolt 11 covered with a curing cap 10 to a long nut 9 screwed to the upper end portion, and the anchor bolt 8 is put into the foundation B in the curing state. The bolt 11 covered with the cap 10 is buried so as to protrude from the upper surface, and after curing the basic concrete, the bolt 11 and the curing cap 10 are removed from the long nut 9 to form a cavity 12 reaching the long nut 9 from the upper surface in the basic concrete.

次に、基礎B上の空洞12の部分の上に土台受け金具1を直接載置し、底板3の長孔2から空洞12に挿入した締結ボルト13を長ナットに螺合し、座金を介して土台受け金具1を基礎Bに固定した後、基礎B上に臨ませた土台Aを土台受け金具1の起立板6間に嵌め込み、水平の支持板5で土台Aを支持し、この土台Aの天端と土台受け金具1の支持板5の下面によって生じた下部の段部を、万力等の工具で絞込んで圧縮し、この圧縮状態で、起立板6に設けた挿通孔7から土台Aにねじを用いた締結具14をねじ込み、土台受け金具1を介して基礎B上に土台Aを固定する。   Next, the base support 1 is placed directly on the portion of the cavity 12 on the foundation B, the fastening bolt 13 inserted into the cavity 12 from the long hole 2 of the bottom plate 3 is screwed into the long nut, and the washer is interposed. After fixing the base bracket 1 to the base B, the base A facing the base B is fitted between the upright plates 6 of the base bracket 1, and the base A is supported by the horizontal support plate 5, and this base A The lower step formed by the top of the base plate and the lower surface of the support plate 5 of the base bracket 1 is compressed and compressed with a tool such as a vise, and in this compressed state, from the insertion hole 7 provided in the upright plate 6 A fastener 14 using screws is screwed into the base A, and the base A is fixed on the foundation B via the base bracket 1.

なお、土台Aの土台受け金具1間における途中は、基礎パッキン15によって支持するようにすればよく、基礎パッキン15の併用によって土台Aの十分な支持強度が確保でき、また、この基礎パッキン15は通常高さ寸法が2cmであるので、土台受け金具1は底板3の底面から支持板5の上面までの高さ寸法を基礎パッキン15に一致するように設定する。   In addition, what is necessary is just to be supported by the foundation packing 15 in the middle between the foundation receiving metal 1 of the foundation A, and sufficient support strength of the foundation A can be ensured by the combined use of the foundation packing 15, and the foundation packing 15 Since the normal height dimension is 2 cm, the base metal fitting 1 is set so that the height dimension from the bottom surface of the bottom plate 3 to the top surface of the support plate 5 matches the basic packing 15.

上記のように、土台受け金具1は、底板3に設けた長孔2によって、アンカーボルト8に対する前後の位置調整が可能となり、アンカーボルト8の埋設位置の誤差を吸収することができると共に、土台Aの天端と土台受け金具1の下部の段部を絞込んだ圧縮状態で、起立板6に土台Aを締結具14で固定するので、土台Aの浮き上がり発生を無くし、土台Aのレベル出しが正確に行えることになる。   As described above, the base bracket 1 can be adjusted in the front-rear position with respect to the anchor bolt 8 by the long hole 2 provided in the bottom plate 3, can absorb errors in the embedded position of the anchor bolt 8, and Since the base A is fixed to the upright plate 6 with the fasteners 14 in a compressed state in which the top of A and the lower step of the base bracket 1 are narrowed down, the base A is lifted and the level of the base A is raised. Can be done accurately.

図6と図7に示す土台受け金具1の第2の実施の形態は、上述した第1の実施の形態の土台受け金具の変形例である。なお、第2の実施の形態及びそれ以降の土台受け金具1において、第1の実施の形態と同一部分は、同一符号を用いて説明する。   The second embodiment of the base bracket 1 shown in FIGS. 6 and 7 is a modification of the base bracket of the first embodiment described above. In addition, in 2nd Embodiment and the base metal fitting 1 after it, the same part as 1st Embodiment is demonstrated using the same code | symbol.

この第2の実施の形態の土台受け金具1は、長孔2を設けた矩形状底板3の前後方向両端部に立ち上がり板4を設け、両立ち上がり板4の上端部に、土台Aを基礎Bから浮かせた状態で保持する水平の支持板5を互に相反する外側に突出するよう連成し、一方支持板5の外端部に起立板6を設け、この起立板6の上端部に土台Aの天端に重なる上板16を設け、前記起立板6と上板16とに土台Aを固定する締結具14の挿通孔7を設けた構造になっている。   The base metal fitting 1 of this second embodiment is provided with rising plates 4 at both ends in the front-rear direction of a rectangular bottom plate 3 provided with a long hole 2, and a base A as a foundation B at the upper ends of both rising plates 4. A horizontal support plate 5 that is held in a floating state is coupled so as to protrude outwardly opposite to each other, and an upright plate 6 is provided at an outer end portion of the support plate 5, and a base is provided at an upper end portion of the upright plate 6. An upper plate 16 that overlaps the top end of A is provided, and an insertion hole 7 for a fastener 14 that fixes the base A is provided on the upright plate 6 and the upper plate 16.

この第2の実施の形態の土台受け金具1においては、図7のように、土台Aを支持板5と上板16の間に嵌め込んだ状態で支持板5上に載置し、上板16と土台Aを締結具14で固定する以外は、第1の実施の形態と同様の方法で、基礎B上に土台Aを基礎Bから浮かせた状態で固定することができる。   In the base bracket 1 of the second embodiment, the base A is placed on the support plate 5 with the base A fitted between the support plate 5 and the upper plate 16 as shown in FIG. Except for fixing 16 and the base A with the fastener 14, the base A can be fixed on the base B in a state of floating from the base B by the same method as in the first embodiment.

図8乃至図10に示す第3の実施の形態の土台受け金具1は、中央部に前後方向の長孔2を設けた矩形状底板3の前後方向両端部に、土台Aが嵌合する間隔で対向する起立板6を設け、両起立板6の対向面で下部寄りの位置に上向きコ字状の切れ目を入れ、この切れ目で囲まれた部分を内側に折り曲げて水平に突出させ、土台Aを基礎Bから浮かせた状態で保持する支持板3を切り起こしによって形成し、両支持板3の下部が角孔17になっていると共に、両起立板3に土台Aを固定する締結具14の挿通孔7をそれぞれ設けた構造になっている。   The base metal fitting 1 of the third embodiment shown in FIG. 8 to FIG. 10 is an interval in which the base A is fitted to both ends in the front-rear direction of a rectangular bottom plate 3 provided with a long hole 2 in the front-rear direction at the center. The upright plate 6 facing each other is provided, an upward U-shaped cut is made at a position near the lower part on the opposed surfaces of the upright plates 6, the portion surrounded by the cut is bent inwardly and protruded horizontally, and the base A Is formed by cutting and raising the support plate 3 that is held up from the base B, and the lower portions of both support plates 3 are formed as square holes 17, and the fastener 14 that fixes the base A to both standing plates 3. The insertion holes 7 are provided.

この第3の実施の形態の土台受け金具1も、上述した第1の実施の形態の土台受け金具1と同様の方法で、基礎B上に土台Aを基礎Bから浮かせた状態で固定することができるが、特に前後面に角孔17を有するので、この角孔17の部分からスパナを挿入して締結ボルト13の締め付け作業が行え、このため、土台受け金具1を土台Aに先付け固定し、基礎B上に土台Aを配置して、長孔2に予め挿入しておいた締結ボルト13をアンカーボルト8にねじ込むという固定方法が採用できる。   The base bracket 1 of the third embodiment is also fixed in a state where the base A is lifted from the base B on the base B in the same manner as the base bracket 1 of the first embodiment described above. However, since the square holes 17 are provided on the front and rear surfaces, the wrench can be inserted into the square holes 17 to fasten the fastening bolts 13. For this reason, the base bracket 1 is fixed to the base A in advance. A fixing method in which the base A is arranged on the foundation B and the fastening bolt 13 inserted in advance in the long hole 2 is screwed into the anchor bolt 8 can be adopted.

また、このような、土台受け金具1を土台Aに先付け固定した場合、締結ボルト13のねじ込みによって土台Aを引き下げることができ、図16のように、土台Aに生じている反りを修正することができる。   In addition, when the base bracket 1 is fixed to the base A in advance, the base A can be pulled down by screwing the fastening bolts 13, and the warp generated in the base A can be corrected as shown in FIG. Can do.

上記第3の実施の形態の土台受け金具1において、図9と図10のように、起立板6の内面に水平の山形突条18を多段に設け、土台Aとの固定時に山形突条18を土台Aに食い込ませるようにすることにより、土台Aと起立板6の結合を一段と強固に行えるようにした例を示している。   In the base metal fitting 1 of the third embodiment, as shown in FIGS. 9 and 10, horizontal ridges 18 are provided in multiple stages on the inner surface of the upright plate 6, and the ridges 18 are fixed to the base A. In this example, the base A and the upright plate 6 can be joined more firmly by causing the base A to penetrate into the base A.

このような山形突条18は、上述した第1と第2の実施の形態及び、以下に示す各実施の形態にも適用することができる。   Such a chevron ridge 18 can also be applied to the first and second embodiments described above and the following embodiments.

図11に示す第4の実施の形態の土台受け金具1は、土台Aを基礎Bから浮かせた状態で保持する支持台19の側部下縁に長孔2を有する固定板20を設け、前記支持台19上の前後両端部に土台Aが嵌合する間隔で対向する起立板6を設け、両起立板6に土台Aを固定する締結具14の挿通孔7を設けた構造になっている。   The base bracket 1 of the fourth embodiment shown in FIG. 11 is provided with a fixing plate 20 having a long hole 2 at the lower edge of the side of a support base 19 that holds the base A in a state where it floats from the foundation B. The upright plates 6 facing each other at the interval at which the base A is fitted are provided at both front and rear ends on the base 19, and the insertion holes 7 of the fasteners 14 for fixing the base A are provided in both the upright plates 6.

上記支持台19は、矩形状となる支持板3と、この支持板3の両側に設けた垂直の側板21と、一方側板の下縁に設けた設置板22と、他方側板21の下縁に設けた固定板20及び支持板3の両端に設けた起立板6を一枚の金属板から折り曲げ形成したものであり、上述した第1の実施の形態の土台受け金具1と同様の方法で、基礎B上に土台Aを基礎Bから浮かせた状態で固定することができる。   The support base 19 includes a rectangular support plate 3, vertical side plates 21 provided on both sides of the support plate 3, an installation plate 22 provided on the lower edge of the one side plate, and a lower edge of the other side plate 21. The fixed plate 20 provided and the upright plate 6 provided at both ends of the support plate 3 are formed by bending from a single metal plate, and in the same manner as the base bracket 1 of the first embodiment described above, The base A can be fixed on the foundation B in a state of being lifted from the foundation B.

図12に示す第5の実施の形態の土台受け金具1は、土台Aを基礎Bから浮かせた状態で保持する支持台23を上面に裂溝24を有する角筒形に形成し、この支持台23の底板3に長孔2を設け、前記支持台23上の支持板5となる両端部に土台Aが嵌合する間隔で対向する起立板6を設け、両起立板6に土台Aを固定する締結具14の挿通孔7を設けたものであり、第4の実施の形態の土台受け金具1と同様、一枚の金属板から折り曲げ形成したものであり、上述した第1の実施の形態の土台受け金具1と同様の方法で、基礎B上に土台Aを基礎Bから浮かせた状態で固定することができる。   The base bracket 1 of the fifth embodiment shown in FIG. 12 is formed by forming a support base 23 that holds the base A in a state of floating from the foundation B into a rectangular tube shape having a fissure 24 on the upper surface. The long plate 2 is provided in the bottom plate 3 of the base plate 23, the upright plates 6 that are opposed to each other at the interval at which the base A is fitted are provided at both end portions of the support plate 23 on the support plate 23, and the base A is fixed to both the upright plates 6 The insertion hole 7 of the fastener 14 to be provided is provided, and is formed by bending from a single metal plate in the same manner as the base bracket 1 of the fourth embodiment, and the first embodiment described above. The base A can be fixed on the base B in a state where it is floated from the base B in the same manner as the base bracket 1.

図13に示す第6の実施の形態の土台受け金具1は、土台Aを基礎Bから浮かせた状態で保持する支持台25を、長孔2を設けた底板3の両側に対向する立ち上がり板26と、この立ち上がり板26から外方に屈曲する水平の支持板5とを設け、両水平支持板5の両端部に起立板6を設け、両起立板6に土台Aを固定する締結具14の挿通孔7を設けたものであり、第4の実施の形態の土台受け金具1と同様は、一枚の金属板から折り曲げ形成したものであり、上述した第1の実施の形態の土台受け金具1と同様の方法で、基礎B上に土台Aを基礎Bから浮かせた状態で固定することができる。   The base metal fitting 1 of the sixth embodiment shown in FIG. 13 has a rising plate 26 facing the both sides of the bottom plate 3 provided with the long holes 2, with the support base 25 holding the base A in a state of floating from the foundation B. And a horizontal support plate 5 that is bent outward from the rising plate 26, a rising plate 6 is provided at both ends of both horizontal support plates 5, and the fastener 14 that fixes the base A to both the rising plates 6 is provided. Similar to the base bracket 1 of the fourth embodiment, the insertion hole 7 is provided. The base bracket 1 is bent from a single metal plate, and the base bracket of the first embodiment described above. 1, the base A can be fixed on the foundation B in a state of floating from the foundation B.

図14に示す第7の実施の形態の土台受け金具1は、第5の実施の形態の変形例であり、支持板5の両端部に土台Aが嵌合する間隔で対向するよう設けた起立板6を両側一体構造とすると共に、一方起立板6の上端に上方への延長板27を設け、この延長板27に締結具14の挿通孔7を設けたものであり、図15に示すように、基礎B上に土台Aを基礎Bから浮かせた状態で固定すると同時に、土台A上の柱Cと延長板27を締結具14で固定化できるようにしたものである。   The base bracket 1 of the seventh embodiment shown in FIG. 14 is a modification of the fifth embodiment, and is a stand that is provided to face both ends of the support plate 5 at intervals where the base A is fitted. The plate 6 has an integrated structure on both sides, and an upward extension plate 27 is provided at the upper end of the upright plate 6, and an insertion hole 7 for the fastener 14 is provided in the extension plate 27, as shown in FIG. In addition, the base A is fixed on the base B in a state where it is floated from the base B, and at the same time, the pillar C and the extension plate 27 on the base A can be fixed by the fastener 14.

この第7の実施の形態の土台受け金具1において、土台Aに設けたホゾ孔に柱Cのホゾを差込み、起立板6の挿通孔7から土台Aにねじ込んだ締結具をホゾに達するようにすれば、土台Aと柱Cの結合強度を向上させることができる。   In the base bracket 1 of the seventh embodiment, the boss of the column C is inserted into the basal hole provided in the base A, and the fastener screwed into the base A from the insertion hole 7 of the upright plate 6 reaches the basin. If it does so, the joint strength of the base A and the pillar C can be improved.

上記のように、各実施の形態の土台受け金具1は、基礎Bの上に直接固定して土台Aを基礎Bから浮かせた状態で固定することができ、各土台受け金具1は土台の途中の付き合わせ部分や柱の部分でも使用することができ、しかも、土台受け金具1を一枚の金属板から折り曲げ加工することにより、施工能率と荷重支持強度に優れ、部品点数が少なくてコスト的に安価な土台の施工が行えるだけでなく、かつ、土台Aの天端と土台受け金具1の下部を圧縮した絞込み状態で結合することにより、基礎B上に土台Aを浮き上がりの発生がない状態で配置することができ、土台Aのレベル出しが正確に行えることになる。   As described above, the base bracket 1 of each embodiment can be fixed directly on the foundation B and fixed in a state where the base A is floated from the foundation B, and each foundation bracket 1 is in the middle of the foundation. It can also be used in the assembling part and pillar part, and by bending the base bracket 1 from a single metal plate, it has excellent construction efficiency and load support strength, and has a small number of parts and is cost-effective In addition to being able to construct an inexpensive base, the top of the base A and the lower part of the base bracket 1 are joined in a compressed and narrowed state so that the base A is not lifted on the foundation B The level of the base A can be accurately obtained.

第1の実施の形態の土台受け金具を示す斜視図The perspective view which shows the base metal fitting of 1st Embodiment 第1の実施の形態の土台受け金具を示す使用状態の縦断正面図Longitudinal front view of the usage state showing the base bracket of the first embodiment 第1の実施の形態の土台受け金具を示す使用状態の拡大した縦断側面図The expanded vertical side view of the use condition which shows the base metal fitting of 1st Embodiment 第1の実施の形態の土台受け金具を示す平面図The top view which shows the base metal fitting of 1st Embodiment 基礎に埋設するアンカーボルトの構造を示す拡大した縦断側面図An enlarged vertical side view showing the structure of anchor bolts embedded in the foundation 第2の実施の形態の土台受け金具を示す斜視図The perspective view which shows the base bracket of 2nd Embodiment 第2の実施の形態の土台受け金具を示す使用状態の縦断側面図Longitudinal side view of the usage state showing the base bracket of the second embodiment 第3の実施の形態の土台受け金具を示す斜視図The perspective view which shows the base bracket of 3rd Embodiment 第3の実施の形態の土台受け金具を示す使用状態の拡大した縦断側面図The expanded vertical side view of the use condition which shows the base metal fitting of 3rd Embodiment 同上要部の拡大した縦断側面図An enlarged vertical side view of the main part 第4の実施の形態の土台受け金具を示す斜視図The perspective view which shows the base bracket of 4th Embodiment 第5の実施の形態の土台受け金具を示す斜視図The perspective view which shows the base bracket of 5th Embodiment 第6の実施の形態の土台受け金具を示す斜視図The perspective view which shows the base metal fitting of 6th Embodiment 第7の実施の形態の土台受け金具を示す斜視図The perspective view which shows the base bracket of 7th Embodiment 第5と第7の実施の形態の土台受け金具を示す使用状態の縦断正面図Longitudinal front view of the usage state showing the base brackets of the fifth and seventh embodiments 第3の実施の形態の土台受け金具を使用して土台の反りを修正する方法を示す正面図The front view which shows the method of correcting the curvature of a foundation using the foundation bracket of 3rd Embodiment

符号の説明Explanation of symbols

1 土台受け金具
2 長孔
3 底板
4 立ち上がり板
5 支持板
6 起立板
7 挿通孔
8 アンカーボルト
9 長ナット
10 養生キャップ
11 ボルト
12 空洞
13 締結ボルト
14 締結具
15 基礎パッキン
16 上板
17 角孔
18 山形突条
19 支持台
20 固定板
21 側板
22 設置板
23 支持台
24 裂溝
25 支持台
26 立ち上がり板
27 延長板
DESCRIPTION OF SYMBOLS 1 Base mounting bracket 2 Long hole 3 Bottom plate 4 Standing plate 5 Support plate 6 Standing plate 7 Insertion hole 8 Anchor bolt 9 Long nut 10 Curing cap 11 Bolt 12 Cavity 13 Fastening bolt 14 Fastener 15 Base packing 16 Top plate 17 Square hole 18 Yamagata ridge 19 Support base 20 Fixing plate 21 Side plate 22 Installation plate 23 Support base 24 Fissure 25 Support base 26 Rising plate 27 Extension plate

Claims (7)

基礎にアンカーボルトを埋設し、長孔を設けた底板の上部に土台を基礎から浮かせた状態で保持する嵌合部を設けた土台受け金具を、前記アンカーボルトに長孔が対応するよう基礎上に直接載置し、この土台受け金具をアンカーボルトのナットに螺合したボルトの締付けで基礎に固定した後、上記土台受け金具の嵌合部に土台を嵌め込み、この土台の天端と土台受け金具の下部を圧縮した絞込み状態で、土台受け金具と土台を締結具によって結合する土台の施工方法。   An anchor bolt is embedded in the foundation, and a base receiving metal fitting with a fitting part that holds the base in a state of floating from the foundation is mounted on the top of the bottom plate provided with a long hole, so that the long hole corresponds to the anchor bolt. The base bracket is fixed to the foundation by tightening the bolts that are screwed into the nuts of the anchor bolts. Then, the base is fitted into the fitting portion of the base bracket, and the top end of the base and the base bracket are fixed. A foundation construction method in which the base bracket and the base are joined by a fastener in a narrowed state in which the lower part of the bracket is compressed. 上記アンカーボルトの上端部に設けた長ナットに養生キャップを被せたボルトを螺合し、
このアンカーボルトを基礎内に前記養生キャップを被せたボルトが上面に突出するよう埋設し、基礎コンクリートの養生後に長ナットからボルトと養生キャップを取外し、基礎コンクリートに上面から長ナットに達する空洞を形成し、土台受け金具を基礎に固定するボルトの長ナットへの螺合を可能にする請求項1に記載の土台の施工方法。
Screw a bolt with a curing cap on the long nut provided at the upper end of the anchor bolt,
This anchor bolt is embedded in the foundation so that the bolt with the curing cap protrudes from the top surface, and after curing the foundation concrete, the bolt and the curing cap are removed from the long nut to form a cavity in the foundation concrete that reaches the long nut from the top surface. The base construction method according to claim 1, wherein the base fixing metal fitting can be screwed onto the long nut of the bolt.
長孔を設けた底板の両端部に、土台を基礎から浮かせた状態で保持する水平の支持板を連成し、両支持板の外端部に土台が嵌合する間隔で対向する起立板を設け、両起立板に土台を固定する締結具の挿通孔を設けた土台受け金具。   A horizontal support plate that holds the base in a state of being floated from the foundation is coupled to both ends of the bottom plate provided with the long holes, and upright plates that are opposed to each other at intervals at which the base is fitted to the outer ends of both support plates. A base bracket that is provided and provided with insertion holes for fasteners that fix the base to both upright plates. 長孔を設けた底板の両端部に、土台を基礎から浮かせた状態で保持する水平の支持板を連成し、一方支持板の外端部に起立板を設け、この起立板の上端部に土台の天端に重なる上板を設け、前記起立板と天板とに土台を固定する締結具の挿通孔を設けた土台受け金具。   A horizontal support plate that holds the base in a state of floating from the foundation is coupled to both ends of the bottom plate provided with a long hole, while an upright plate is provided at the outer end of the support plate, and at the upper end of the upright plate A base receiving bracket provided with an upper plate that overlaps the top end of the base, and provided with an insertion hole for a fastener for fixing the base to the upright plate and the top plate. 長孔を設けた底板の両端部に土台が嵌合する間隔で対向する起立板を設け、この両起立板の対向面で下部寄りの位置に、土台を基礎から浮かせた状態で保持する支持板を切り起しによって突設し、両起立板に土台を固定する締結具の挿通孔を設けた土台受け金具。   A support plate is provided at both ends of the bottom plate provided with a long hole so as to face each other at intervals where the base is fitted, and the base is held in a state of being floated from the foundation at a position closer to the lower part on the opposing surface of the both stand plates. A base receiving metal fitting that is provided with a through hole for a fastener that projects by cutting up and fixes the base to both upright plates. 土台を基礎から浮かせた状態で保持する支持台の側部下縁に長孔を有する固定板を設け、前記支持台上の両端部に土台が嵌合する間隔で対向する起立板を設け、両起立板に土台を固定する締結具の挿通孔を設けた土台受け金具。   A fixed plate having a long hole is provided at the lower edge of the side of the support base that holds the base in a state of floating from the foundation, and upright plates facing each other at intervals where the base fits are provided at both ends on the support base. A base bracket with a fastener insertion hole for fixing the base to the plate. 土台を基礎から浮かせた状態で保持する支持台を上面に裂溝を有する角筒形に形成し、この支持台の底板に長孔を設け、前記支持台上の両端部に土台が嵌合する間隔で対向する起立板を設け、両起立板に土台を固定する締結具の挿通孔を設けた土台受け金具。

A support base that holds the base in a state of floating from the foundation is formed in a rectangular tube shape having a fissure on the upper surface, a long hole is provided in the bottom plate of the support base, and the base is fitted to both ends of the support base. A base bracket provided with upright plates facing each other at intervals, and provided with insertion holes for fasteners for fixing the bases to both the upright plates.

JP2004232200A 2004-08-09 2004-08-09 Construction method of ground sill and metal member for receiving ground sill Pending JP2006046020A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8793950B2 (en) 2009-12-29 2014-08-05 Huber Engineered Woods, Llc Apparatus for connecting framing components of a building to a foundation
JP2018003451A (en) * 2016-07-01 2018-01-11 株式会社アーク Earthquake-proof foundation for assembly house
JP2019065578A (en) * 2017-09-29 2019-04-25 源美 松▲崎▼ Sill supporting device and use of the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8793950B2 (en) 2009-12-29 2014-08-05 Huber Engineered Woods, Llc Apparatus for connecting framing components of a building to a foundation
JP2018003451A (en) * 2016-07-01 2018-01-11 株式会社アーク Earthquake-proof foundation for assembly house
JP2019065578A (en) * 2017-09-29 2019-04-25 源美 松▲崎▼ Sill supporting device and use of the same

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