JP2008002231A - Metal fitting for binding - Google Patents

Metal fitting for binding Download PDF

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JP2008002231A
JP2008002231A JP2006175301A JP2006175301A JP2008002231A JP 2008002231 A JP2008002231 A JP 2008002231A JP 2006175301 A JP2006175301 A JP 2006175301A JP 2006175301 A JP2006175301 A JP 2006175301A JP 2008002231 A JP2008002231 A JP 2008002231A
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foundation
base
hole
fixed
fastening
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Shoichi Goto
昭一 後藤
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ITEC KK
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ITEC KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a novel metal fitting for binding which simply firmly binds a concrete base and a vertical material such as a pillar or a vertical bar of a wall which is erected on a foundation on the concrete base. <P>SOLUTION: A stop rod 3 such as a driving rod or a stop bolt inserted into a through hole 2a is driven to the side surface of the concrete base 1 or is inserted and fixed to an insertion part 5 formed on the side surface. A mounting plate part 2 along the base is attached and fixed along the side surface of the concrete base 1. A lower part which is the base end part of a screw bolt part 4 is fixed to the mounting plate part 2 along the base. An upper part which is the top end part of the screw bolt part 4 is erected not in the upper direction of the lateral part of the foundation 6 horizontally formed on the concrete base 1 but in the upper direction of the central part in the width direction of the foundation 6. The vertical material 7 and the concrete base 1 are bound by allowing the screw part 4a of the top end part of the erected screw bolt part 4 to be screwed and fixed to a coupling metal fitting 8 such as a hold-down hardware attached to the side surface of the vertical material 7 erected on the foundation 6. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、建築物のコンクリート基礎と、このコンクリート基礎上に横設する土台に立設される柱や壁の縦桟などの縦材とを緊結する緊結用金具に関するものである。   The present invention relates to a fastening metal fitting for connecting a concrete foundation of a building and a vertical member such as a column or a vertical wall of a wall standing on a foundation laid horizontally on the concrete foundation.

建築物のコンクリート基礎上に横設する土台と、この土台に立設する柱とを補強金具により連結する構造が従来から実施されているが、このように、単に土台と柱とを連結する構造の場合、地震や強風などの外力に対して十分な強度が得られない場合がある。特に、大地震などにより大きな揺れがあった場合、柱が土台から引きずり上げられ(引き外れ)、これにより倒壊してしまう木造建築が多く見られる。   A structure that connects the foundation horizontally installed on the concrete foundation of the building and the pillar standing on this foundation with a reinforcing metal fitting has been practiced in the past, but in this way the structure simply connects the foundation and the pillar. In such cases, sufficient strength may not be obtained against external forces such as earthquakes and strong winds. In particular, when there is a large shaking due to a large earthquake or the like, there are many wooden buildings where the pillars are pulled up (disengaged) from the base, and thus collapse.

このような観点から、近年では、十分な強度(耐震強度)を得るべく、土台と柱とではなく、コンクリート基礎(以下、単に基礎と呼ぶ)と柱とを連結する連結構造の実施が強く望まれている。   From this point of view, in recent years, in order to obtain sufficient strength (seismic strength), it is strongly desired to implement a connection structure that connects a concrete foundation (hereinafter simply referred to as a foundation) and a pillar, not a foundation and a pillar. It is rare.

ところで、このように基礎と柱とを連結する連結構造としては、例えば、特開2000−064422号公報(特許文献1)や、特開2003−3006974号公報(特許文献2)に開示されているように、柱の側面に付設した連結金物(ホールダウン金物)と、基礎から土台を貫通し上方に向けて突出状態に立設したアンカーボルトとを連結固定することでこの基礎と柱とを緊結する構造が一般的である。   By the way, as a connection structure which connects a foundation and a pillar in this way, it is disclosed by Unexamined-Japanese-Patent No. 2000-064422 (patent document 1) and Unexamined-Japanese-Patent No. 2003-3006974 (patent document 2), for example. In this way, the foundation and the column are tightly connected by connecting and fixing the connecting hardware (hole-down hardware) attached to the side of the column and the anchor bolt that passes through the base from the foundation and protrudes upward. The structure to do is common.

従って、上記の基礎と柱との連結構造を実施するには、柱に付設されたホールダウン金物と連結するために、この柱の立設位置に応じてアンカーボルトが立設されていることが必須となる。   Therefore, in order to implement the above-mentioned structure for connecting the foundation and the pillar, anchor bolts are erected according to the standing position of the pillar in order to connect to the hole-down hardware attached to the pillar. Required.

しかしながら、アンカーボルトは本来、基礎の施工時(コンクリートを打設して基礎を成形する際)にこのアンカーボルトの下部側を基礎に埋め込んで一体化してこの基礎に埋設状態に立設するものなので、既に建築済みの建築物に後付けはできない。   However, because anchor bolts are originally constructed when the foundation is constructed (when concrete is cast and the foundation is formed), the lower side of the anchor bolt is embedded in the foundation and integrated to stand upright in this foundation. It cannot be retrofitted to an already built building.

そこで、建築済みの建築物の基礎に後付けするための後付けタイプのアンカーボルトも従来から提案されているが、しかし、この後付けタイプは、基礎に上方から縦溝を穿設し、この縦溝にアンカーボルトを差し込み、溝内に接着剤を充填して止着固定する構造のため、どうしても、基礎の施工時に埋め込んで基礎と一体化する本来のアンカーボルトに比して強度(特に上方への引き抜き強度)に劣る。   Therefore, a retrofit type anchor bolt for retrofitting to a foundation of a built building has been proposed in the past, however, this retrofit type has a vertical groove formed in the base from above, and this vertical groove is formed in the vertical groove. The anchor bolt is inserted and the adhesive is filled into the groove to fix it, so it is absolutely stronger than the original anchor bolt that is embedded in the foundation and integrated with the foundation (particularly pulling upward) Strength).

また、例えば特開平06−065931号公報(特許文献3)に開示されているように、基礎に穿設する縦溝を、単にストレート形状とせず下部に拡張スペースを有する形状とし、この縦溝に差し込んだアンカーボルトの下部を前記拡幅スペース内で拡張することで、アンカーボルトの下部を縦溝の下部の拡張スペース内に抜け止めする構成(特許文献3,図4参照)など、引き抜き強度の向上を図った後付けタイプも従来から提案されているものの、どうしても構成が複雑で施工も面倒となる上に、結局上述した基礎の施工時に埋め込んで基礎と一体化する本来のアンカーボルトと同様の高い引き抜き強度を得ることは困難であった。   Further, as disclosed in, for example, Japanese Patent Application Laid-Open No. 06-065931 (Patent Document 3), the vertical groove drilled in the foundation is not simply a straight shape, but has a shape having an expansion space at the lower portion. Improved pull-out strength, such as a structure that prevents the lower part of the anchor bolt from falling into the expansion space below the vertical groove by expanding the lower part of the inserted anchor bolt in the widening space (see Patent Document 3 and FIG. 4). Although the retrofit type has been proposed in the past, the construction is inevitably complicated and the construction is troublesome. In addition, the high pull-out is the same as the original anchor bolt that is embedded in the foundation and integrated with the foundation. It was difficult to obtain strength.

このように、近年では、耐震性などの強度上の観点から基礎と柱との連結が強く望まれており、既に建築済みの建築物に追加でアンカーボルトが要求される場合が多々ある(特に、旧来の建築工法で建築された建築物の場合、大黒柱や隅柱など主要な縦材の立設位置には予めアンカーボルトが立設されるが、それ以外の例えば壁の縦桟などの各縦材にアンカーボルトが立設されることは殆ど無く、これら主要以外の縦材にホールダウン金物を付設して基礎と連結したい場合には追加でアンカーボルトが要求される)ものの、これまでには、十分な強度(引き抜き強度)を有するアンカーボルトを基礎の所望の位置に簡単に後付けできる有効な手段が無いのが現状であった。   As described above, in recent years, there has been a strong demand for connection between a foundation and a pillar from the viewpoint of strength such as earthquake resistance, and there are many cases where an anchor bolt is required for an already built building (in particular, In the case of a building constructed by an old construction method, anchor bolts are erected in advance at major vertical members such as large black pillars and corner pillars. Anchor bolts are rarely erected on vertical members, and additional anchor bolts are required if you want to attach hole-down hardware to these other vertical members and connect them to the foundation.) However, there is no effective means for easily attaching an anchor bolt having sufficient strength (pullout strength) to a desired position on the foundation.

特開2000−064422号公報Japanese Patent Laid-Open No. 2000-064422 特開2003−306974号公報JP 2003-306974 A 特開平06−065931号公報Japanese Patent Application Laid-Open No. 06-065931

本発明は、このような現状に鑑みて完成したものであり、コンクリート基礎に基礎沿設取付板部を取り付け固定することでこのコンクリート基礎上の土台の上方に螺子杆部を立設状態に配設し、この螺子杆部の立設状態の先端部のネジ部に例えば柱や壁の縦桟などの縦材の側面に付設した連結金具(例えばホールダウン金物)を螺着固定して縦材とコンクリート基礎とを緊結することができ、しかもたとえ大きな外力が付与しても基礎沿設取付板部はコンクリート基礎の側面に沿設状態に取り付け固定する取り付け構造を採用したので、上方への引き抜き強度が極めて高くコンクリート基礎から縦材が上方に引き外されることを堅固に阻止することができ、よって、縦材の立設位置に応じて簡単にコンクリート基礎の所望の位置にアンカーボルトの代替としての螺子杆部を立設でき、このコンクリート基礎と縦材との堅固な連結構造を簡便に実現でき、しかも量産性にも秀れるなど画期的で極めて実用性に秀れた緊結用金具を提供することを課題とする。   The present invention has been completed in view of such a current situation, and by mounting and fixing the foundation installation plate on the concrete foundation, the screw collar portion is arranged upright above the foundation on the concrete foundation. A connecting member (for example, a hole-down hardware) attached to the side surface of a vertical member such as a column or a vertical wall of a wall is screwed and fixed to the screw part of the tip end portion of the screw rod part in a standing state. The concrete base plate can be tightly connected to the concrete foundation, and even if a large external force is applied, the foundation installation plate has a mounting structure that is fixed to the side of the concrete foundation so that it can be pulled upward. The strength is extremely high, and it is possible to firmly prevent the vertical member from being pulled upward from the concrete foundation. Therefore, depending on the standing position of the vertical member, the anchor bolt can be easily placed at a desired position on the concrete foundation. As a substitute for the screw, it is possible to stand up the screw ridge part, easily realize a solid connection structure between the concrete foundation and the vertical member, and excellent in mass production. It is an object to provide a fitting for fastening.

添付図面を参照して本発明の要旨を説明する。   The gist of the present invention will be described with reference to the accompanying drawings.

打込杆や止着ボルトなどの止着杆3を嵌挿する貫通孔2aを形成し、この貫通孔2aに嵌挿した前記止着杆3を、コンクリート基礎1の側面に打入することで,若しくはコンクリート基礎1の側面に形成した挿入部5に挿入固定することでこのコンクリート基礎1の側面に沿設状態に取り付け固定するように構成した基礎沿設取付板部2と、この基礎沿設取付板部2から上方に向けて突出状態に設ける螺子杆部4とから成り、前記螺子杆部4は、基端部にして下部を前記基礎沿設取付板部2に固定し、先端部にして上部は、前記基礎沿設取付板部2を取り付け固定したコンクリート基礎1上に横設する土台6の側方上方ではなく、この土台6の巾方向中央部の上方に立設状態に配設した構成とし、この立設状態の螺子杆部4の先端部のネジ部4aを、前記土台6に立設する縦材7の側面に付設した連結金具8に螺着固定することでこの縦材7と前記コンクリート基礎1とを緊結するように構成したことを特徴とする緊結用金具に係るものである。   By forming a through hole 2a into which a fixing rod 3 such as a driving rod or a fixing bolt is inserted, and inserting the fixing rod 3 inserted into the through hole 2a into the side surface of the concrete foundation 1 , Or a foundation side mounting plate part 2 configured to be fixed to the side surface of the concrete foundation 1 by being inserted and fixed in the insertion part 5 formed on the side surface of the concrete foundation 1, and the foundation side The screw rod portion 4 is provided so as to protrude upward from the mounting plate portion 2. The screw rod portion 4 has a base end portion and a lower portion fixed to the foundation side mounting plate portion 2 to be a distal end portion. The upper part is arranged in a standing state above the center part in the width direction of the foundation 6, not above the side of the foundation 6 that is horizontally installed on the concrete foundation 1 to which the foundation installation plate part 2 is fixed. The threaded portion at the tip of the screw rod portion 4 in the standing state The vertical member 7 and the concrete foundation 1 are tightly connected by screwing and fixing a to a connecting fitting 8 attached to the side surface of the vertical member 7 standing on the base 6. This relates to the fastening hardware.

また、前記螺子杆部4は、基端側にして下部を、前記基礎沿設取付板部2を取り付け固定した前記コンクリート基礎1の側方に配設し、先端側にして上部を、前記土台6の巾方向中央部の上方に立設状態に配設し、この基端部と先端部とを湾曲部若しくは屈曲部を介して連設して成る湾曲形状若しくは屈曲形状に形成したことを特徴とする請求項1記載の緊結用金具に係るものである。   The screw hook 4 is disposed on the side of the concrete foundation 1 to which the foundation side mounting plate 2 is attached and fixed, and the upper part is disposed on the base side. 6 is arranged in a standing state above the central portion in the width direction, and is formed in a curved shape or a bent shape in which the base end portion and the distal end portion are connected via a curved portion or a bent portion. The present invention relates to the fastening metal fitting according to claim 1.

また、前記螺子杆部4は、前記土台6の上方にしてこの土台6の近接位置に、この螺子杆部4を前記土台6の巾方向に湾曲若しくは屈曲する湾曲部若しくは屈曲部を有する形状に形成したことを特徴とする請求項2記載の緊結用金具に係るものである。   Further, the screw flange 4 is formed in a shape having a curved portion or a bent portion that bends or bends the screw flange 4 in the width direction of the base 6 at a position close to the base 6 above the base 6. The fastening hardware according to claim 2, wherein the fastening hardware is formed.

また、前記基礎沿設取付板部2は、前記貫通孔2aとは異なる第二の貫通孔2bを形成し、この第二の貫通孔2bに嵌挿した第二の止着杆10を、土台6の側面に打入することで,若しくは土台6の側面に形成した挿入部9に挿入固定することでこの土台6の側面に沿設状態に前記基礎沿設取付板部2を取り付け固定し得るように構成したことを特徴とする請求項1〜3のいずれか1項に記載の緊結用金具に係るものである。   Moreover, the said foundation installation board part 2 forms the 2nd through-hole 2b different from the said through-hole 2a, The 2nd fastening rod 10 inserted and inserted in this 2nd through-hole 2b is used as the foundation. 6 can be fixed by inserting into the side surface of the base 6 or by being inserted into and fixed to the insertion portion 9 formed on the side surface of the base 6. It is comprised as mentioned above, It concerns on the metal fitting for fastening of any one of Claims 1-3 characterized by the above-mentioned.

また、前記基礎沿設取付板部2の前記貫通孔2aは、前記止着杆3の上下動を許可せず左右動を許可する遊嵌状態にこの止着杆3を嵌挿する長孔形状に形成し、この基礎沿設取付板部2の前記第二の貫通孔2bは、この第二の貫通孔2bに嵌挿する第二の止着杆10と略合致する孔形状に形成したことを特徴とする請求項4記載の緊結用金具に係るものである。   Further, the through-hole 2a of the base-side mounting plate portion 2 has a long hole shape in which the fixing rod 3 is inserted into a loose fitting state in which the vertical movement of the fixing rod 3 is not permitted but left-right movement is permitted. The second through-hole 2b of the foundation side mounting plate portion 2 is formed in a hole shape that substantially matches the second fastening rod 10 that is inserted into the second through-hole 2b. The present invention relates to a fastening bracket according to claim 4.

本発明は上述のように構成したから、コンクリート基礎の側面に基礎沿設取付板部を取り付け固定するだけで、このコンクリート基礎上の土台の巾方向中央部の上方にしてこの土台に立設された縦材の立設位置に応じた所望の位置に、簡単にアンカーボルトの代替としての螺子杆部を立設状態に配設でき、この螺子杆部の先端部のネジ部を、前記縦材の側面に付設した連結金具と螺着固定して、縦材とコンクリート基礎との連結構造を簡単に実現できる。   Since the present invention is configured as described above, it can be erected on the foundation above the center in the width direction of the foundation on the concrete foundation simply by attaching and fixing the foundation mounting plate on the side surface of the concrete foundation. A screw hook portion as an alternative to the anchor bolt can be easily disposed in a standing position at a desired position corresponding to the vertical position of the vertical member, and the screw portion at the tip of the screw hook portion is connected to the vertical member. It is possible to easily realize the connecting structure between the vertical member and the concrete foundation by screwing and fixing the connecting metal fitting attached to the side surface.

しかも、基礎沿設取付板部は、コンクリート基礎の側面に固定する構成(コンクリート基礎に対して側方からの固定)であり、従来の後付けタイプのアンカーボルト(基礎に穿設した縦溝に差し込んで固定)に比してそれだけ上方への引き抜き強度に秀れ、よって、コンクリート基礎や土台から縦材が上方に引き外されてしまうことをそれだけ堅固に阻止でき、従来までの後付けタイプのアンカーボルトには無い秀れた耐震構造を実現することも可能である。   In addition, the foundation installation plate is fixed to the side of the concrete foundation (fixed from the side with respect to the concrete foundation) and is inserted into a conventional retrofit anchor bolt (vertical groove drilled in the foundation). It is excellent in pulling strength upward as compared with (fixed by), and thus it can be firmly prevented that the vertical material is pulled upward from the concrete foundation or foundation, and the conventional retrofitting type anchor bolt It is also possible to realize an excellent earthquake-resistant structure that is not available.

よって、本発明は、面倒な施工や複雑な構造無しで、アンカーボルトが立設されていない箇所に立設された縦材とコンクリート基礎との連結を達成でき、しかも従来の後付けタイプのアンカーボルトに比して引き抜き強度に秀れそれだけ秀れた耐震構造を実現でき、しかも容易に設計実現可能な簡易構成にして量産性にも秀れるなど、極めて実用性に秀れた画期的で商品価値の高い緊結用金具となる。   Therefore, the present invention can achieve the connection between the vertical member erected at the place where the anchor bolt is not erected and the concrete foundation without troublesome construction and complicated structure, and the conventional retrofitting type anchor bolt. Compared to the above, it is possible to realize a seismic structure that excels in pull-out strength, and can be easily designed and realized with a simple configuration that excels in mass productivity. It becomes a high-value fitting hardware.

また、請求項2,3記載の発明においては、本発明を実現するにあたり、簡単な構成で本発明の上記秀れた緊結・連結機能を確実に発揮でき得ることとなり、一層簡易設計実現可能な量産性及び実用性に秀れた緊結用金具となる。   Further, in the inventions of claims 2 and 3, when the present invention is realized, the excellent binding / coupling function of the present invention can be surely exhibited with a simple configuration, and a simpler design can be realized. It is a metal fitting for fastening that excels in mass production and practicality.

また、請求項4,5記載の発明においては、基礎沿設取付板部を、コンクリート基礎の側面に一層確実にして堅固に取り付け固定できるから、それだけコンクリート基礎と縦材とを一層確実にして堅固に緊結・連結できる実用性に秀れた緊結用金具となる。   Further, in the inventions according to claims 4 and 5, since the foundation installation plate portion can be more securely attached and fixed to the side surface of the concrete foundation, the concrete foundation and the longitudinal member can be more reliably secured. It is a metal fitting for fastening that excels in practicality.

好適と考える本発明の実施形態(発明をどのように実施するか)を、図面に基づいて本発明の作用を示して簡単に説明する。   Embodiments of the present invention that are considered suitable (how to carry out the invention) will be briefly described with reference to the drawings, illustrating the operation of the present invention.

基礎沿設取付板部2の貫通孔2aに嵌挿した打込杆や止着ボルトなどの止着杆3を、コンクリート基礎1の側面に打入する,若しくはコンクリート基礎1の側面に形成した挿入部5に挿入固定することで、このコンクリート基礎1の側面に基礎沿設取付板部2を沿設状態に取り付け固定する。   Inserting a fixing rod 3 such as a driving rod or a fixing bolt inserted into the through-hole 2a of the foundation installation plate portion 2 into the side surface of the concrete foundation 1 or an insertion formed on the side surface of the concrete foundation 1 By inserting and fixing to the part 5, the foundation installation plate part 2 is attached and fixed to the side surface of the concrete foundation 1 in the installation state.

ここで、この基礎沿設取付板部2に上方に向けて突出状態に設けた螺子杆部4は、その基端部にして下部を前記基礎沿設取付板部2に固定し、先端部にして上部は、コンクリート基礎1上に横設する土台6の側方上方ではなく、この土台6の巾方向中央部の上方に立設状態に配設する。   Here, the screw rod part 4 provided in a projecting state upward on the foundation side installation plate part 2 is fixed to the base side installation plate part 2 with the base end part thereof, and the tip part thereof. The upper part is arranged in a standing state above the center part in the width direction of the base 6, not on the side upper side of the base 6 laid horizontally on the concrete foundation 1.

従って、この土台6の巾方向中央部の上方に立設状態の螺子杆部4の先端部のネジ部4aを、前記土台6に立設する縦材7(例えば柱や壁の縦桟など)の側面に付設した連結金具8(例えばホールダウン金物など)に螺着固定することで、この縦材7と前記コンクリート基礎1とを緊結できる。   Accordingly, the vertical member 7 (for example, a column or a vertical wall of a wall) is provided so that the screw portion 4a at the tip of the screw rod portion 4 standing upright above the center in the width direction of the base 6 is erected on the base 6. The vertical member 7 and the concrete foundation 1 can be tightly connected by screwing and fixing to a connecting metal fitting 8 (for example, a hole-down metal fitting) provided on the side surface.

また、上記従来例に記載の通り、従来の後付けタイプのアンカーボルトは、コンクリート基礎に穿設した縦溝に差し込んで溝内に接着剤などで止着固定する構造なので、上方への引き抜き強度が弱いという問題があったが、この点、本発明は、基礎沿設取付板部2の貫通孔2aに嵌挿した止着杆3をコンクリート基礎1の側面に打入したり、この止着杆3をコンクリート基礎1の側面に形成した挿入部5に挿入固定したりして、基礎沿設取付板部2をコンクリート基礎1の側面に沿設状態に(密接状態に)取り付け固定する構成なので、上記従来例に比して極めて高い引き抜き強度を確保できる。   In addition, as described in the above-mentioned conventional example, the conventional retrofitting type anchor bolt is structured to be inserted into a vertical groove drilled in a concrete foundation and fastened and fixed with an adhesive or the like in the groove. There was a problem that it was weak, but in this respect, in the present invention, the fastening rod 3 inserted into the through hole 2a of the foundation mounting plate portion 2 is driven into the side surface of the concrete foundation 1 or the fastening rod. 3 is inserted and fixed in the insertion portion 5 formed on the side surface of the concrete foundation 1, and the foundation side mounting plate portion 2 is fixed to the side surface of the concrete foundation 1 in a side-by-side state (closely). As compared with the conventional example, it is possible to secure a very high pulling strength.

従って、本発明は、コンクリート基礎1の側面の所望の位置に基礎沿設取付板部2を取り付け固定するだけで前記縦材7の立設位置に応じた所望の位置にアンカーボルトの代替としての螺子杆部4を簡単に立設状態に配設でき、よって、従来の後付けタイプのアンカーボルトに比して引き抜き強度に秀れるこの螺子杆部4aに前記縦材7の連結金具8を螺着固定することで、アンカーボルトが立設されていなかった箇所の縦材7もコンクリート基礎1と簡単にして堅固に固定でき、耐震性に秀れた連結構造を簡便に実施可能とする画期的な緊結用金具となる。   Therefore, the present invention can be used as an alternative to an anchor bolt at a desired position corresponding to the standing position of the longitudinal member 7 simply by mounting and fixing the foundation installation plate portion 2 at a desired position on the side surface of the concrete foundation 1. The screw hook part 4 can be easily arranged in an upright state, and thus the connecting member 8 of the vertical member 7 is screwed onto the screw hook part 4a which is superior in pulling strength as compared with the conventional retrofitting type anchor bolt. By fixing, the vertical members 7 where the anchor bolts were not erected can be easily and firmly fixed to the concrete foundation 1, making it possible to easily implement a connection structure with excellent earthquake resistance. It becomes a secure fitting metal fitting.

また、例えば、前記螺子杆部4は、基端側にして下部を、前記基礎沿設取付板部2を取り付け固定した前記コンクリート基礎1の側方に配設し、先端側にして上部を、前記土台6の巾方向中央部の上方に立設状態に配設し、この基端部と先端部とを湾曲部若しくは屈曲部を介して連設して成る湾曲形状若しくは屈曲形状に形成した場合には、例えば、単に平板材で構成した基礎沿設取付板部2に、単に杆材を湾曲若しくは屈曲して構成した螺子杆部4を固定するだけの簡単な構成で本発明を設計実現できることとなり、一層量産性に秀れることとなる。   In addition, for example, the screw flange portion 4 is disposed on the side of the concrete foundation 1 to which the foundation side mounting plate portion 2 is attached and fixed, and the upper portion is disposed on the distal end side. When the base 6 is arranged in a standing state above the center in the width direction, and is formed in a curved shape or a bent shape by connecting the base end portion and the distal end portion via a curved portion or a bent portion. For example, the present invention can be designed and realized with a simple configuration in which the screw flange portion 4 simply formed by bending or bending the saddle member is fixed to the base side installation plate portion 2 constituted simply by a flat plate material. Therefore, it will be further excellent in mass productivity.

特に、例えば、前記螺子杆部4は、前記土台6の上方にしてこの土台6の近接位置に、この螺子杆部4を前記土台6の巾方向に湾曲若しくは屈曲する湾曲部若しくは屈曲部を有する形状に形成した場合には、螺子杆部4が、コンクリート基礎1の側方から上方に延設し、土台6の上方位置に達したところで直ちにこの土台6の側方上方から巾方向中央部の上方へと湾曲若しくは屈曲するので、それだけこの土台6の巾方向中央部の上方に螺子杆部4の先端部の長範囲を立設状態に配設できる。即ち、アンカーボルトの代替として役割を発揮する部位(土台6の巾方向中央部の上方に立設状態に配設される部位)を螺子杆部4に長範囲に形成でき、よって、それだけ螺子杆部4と前記縦材7の連結金具との連結を一層良好に行えることとなる。   In particular, for example, the screw flange 4 has a curved portion or a bent portion that bends or bends the screw flange 4 in the width direction of the base 6 at a position close to the base 6 above the base 6. When formed into a shape, the screw flange 4 extends upward from the side of the concrete foundation 1, and immediately reaches the upper position of the base 6, immediately from the upper side of the base 6 to the center in the width direction. Since it bends or bends upward, the long range of the distal end portion of the screw rod portion 4 can be arranged upright above the center portion in the width direction of the base 6. That is, a portion that plays a role as an alternative to the anchor bolt (portion disposed in a standing state above the center in the width direction of the base 6) can be formed in the screw flange portion 4 in a long range, and accordingly, the screw rod The connection between the portion 4 and the connecting member of the longitudinal member 7 can be performed more satisfactorily.

また、例えば、前記基礎沿設取付板部2は、前記貫通孔2aとは異なる第二の貫通孔2bを形成し、この第二の貫通孔2bに嵌挿した第二の止着杆10を、土台6の側面に打入することで,若しくは土台6の側面に形成した挿入部9に挿入固定することでこの土台6の側面に沿設状態に前記基礎沿設取付板部2を取り付け固定し得るように構成した場合には、基礎沿設取付板部2をコンクリート基礎1の側面にだけでなく、土台6の側面にも固定し、これにより縦材7がコンクリート基礎1と土台6とに連結されることとなるので、縦材7とコンクリート基礎1及び土台6とによる一層高い連結強度が得られることとなる。   In addition, for example, the base side installation plate portion 2 forms a second through hole 2b different from the through hole 2a, and a second fastening rod 10 fitted into the second through hole 2b is provided. The base side mounting plate portion 2 is fixedly attached to the side surface of the base 6 by being inserted into and fixed to the insertion portion 9 formed on the side surface of the base 6 by being driven into the side surface of the base 6. In the case where it is configured to be able to, the foundation side mounting plate part 2 is fixed not only to the side surface of the concrete foundation 1 but also to the side surface of the foundation 6, whereby the vertical member 7 is fixed to the concrete foundation 1 and the foundation 6. Therefore, the higher connection strength by the vertical member 7, the concrete foundation 1, and the base 6 will be obtained.

特に、例えば前記基礎沿設取付板部2の前記貫通孔2aは、前記止着杆3の上下動を許可せず左右動を許可する遊嵌状態にこの止着杆3を嵌挿する長孔形状に形成し、この基礎沿設取付板部2の前記第二の貫通孔2bは、この第二の貫通孔2bに嵌挿する第二の止着杆10と略合致する孔形状に形成すれば、仮にコンクリート基礎1に含まれる小石などの硬い部材に邪魔されて前記基礎沿設取付板部2の貫通孔2aに嵌挿した止着杆3をコンクリート基礎1の側面に打入できなかかったり、この止着杆3を挿入する挿入部5を穿設できなかったりした場合、小石を避けるべく前記止着杆3の打入位置や挿入部5の穿設位置を左右にズラして位置調整したりでき、しかもこの貫通孔2aに対して止着杆3は左右動は許可するが上下動は許可しない孔形状に形成してあり、また第二の貫通孔2bは第二の止着杆10に略合致する孔形状としているので、前記貫通孔2aを長孔形状にしたことで基礎沿設取付板部2の取り付け強度(上方への引き抜き強度)が弱まることは無く、よって、基礎沿設取付板部2の取り付けを一層確実且つ良好に行えることとなる。   In particular, for example, the through-hole 2a of the base-side mounting plate portion 2 is a long hole into which the fastening rod 3 is inserted in a loose fitting state in which the vertical movement of the fastening rod 3 is not permitted but left-right movement is permitted. The second through hole 2b of the base side mounting plate portion 2 is formed in a hole shape that substantially matches the second fastening rod 10 that is fitted into the second through hole 2b. For example, it is difficult to drive into the side surface of the concrete foundation 1 the fastening rod 3 that is obstructed by a hard member such as pebbles contained in the concrete foundation 1 and inserted into the through-hole 2a of the mounting plate 2 on the foundation If the insertion part 5 into which the fastening rod 3 is inserted cannot be drilled, the placement position of the fastening collar 3 and the insertion position of the insertion part 5 are shifted to the left and right to avoid pebbles. In addition, the fixing rod 3 can be moved left and right with respect to the through-hole 2a but not allowed to move vertically. Since the second through-hole 2b has a shape substantially matching the second fastening rod 10, the base-side installation plate portion is formed by making the through-hole 2a into a long hole shape. The attachment strength of 2 (the pulling-out strength upward) is not weakened. Therefore, the attachment of the foundation installation plate portion 2 can be performed more reliably and satisfactorily.

本発明の具体的な実施例について図面に基づいて説明する。   Specific embodiments of the present invention will be described with reference to the drawings.

本実施例は、建築物のコンクリート基礎1と、コンクリート基礎1上に横設する土台6に立設される柱や壁の縦桟などの縦材とを緊結するものであって、打込杆や止着ボルトなどの止着杆3を嵌挿する貫通孔2aを形成し、この貫通孔2aに嵌挿した前記止着杆3を、コンクリート基礎1の側面に打入することで,若しくはコンクリート基礎1の側面に形成した挿入部5に挿入固定することでこのコンクリート基礎1の側面に沿設状態に取り付け固定するように構成した基礎沿設取付板部2と、この基礎沿設取付板部2から上方に向けて突出状態に設ける螺子杆部4とから成り、前記螺子杆部4は、基端部にして下部を前記基礎沿設取付板部2に固定し、先端部にして上部は、前記基礎沿設取付板部2を取り付け固定したコンクリート基礎1上に横設する土台6の側方上方ではなく、この土台6の巾方向中央部の上方に立設状態に配設した構成とし、この立設状態の螺子杆部4の先端部のネジ部4aを、前記土台6に立設する縦材7の側面に付設した連結金具8に螺着固定することでこの縦材7と前記コンクリート基礎1とを緊結するように構成した緊結用金具である。   In this embodiment, a concrete foundation 1 of a building and a vertical member such as a pillar or a vertical wall of a wall standing on a foundation 6 placed horizontally on the concrete foundation 1 are tightly connected. By forming a through hole 2a into which a fastening rod 3 such as a fastening bolt or the like is inserted, and driving the fastening rod 3 inserted into the through hole 2a into the side surface of the concrete foundation 1, or concrete A foundation side mounting plate part 2 configured to be fixedly attached to a side surface of the concrete foundation 1 by being inserted into and fixed to the insertion part 5 formed on the side surface of the foundation 1, and the foundation side mounting plate part 2 and a screw flange 4 provided in a projecting state upward from 2, and the screw flange 4 is fixed to the base mounting plate 2 with a lower portion as a base end portion and an upper portion as a tip portion. Concrete foundation 1 with the above-mentioned foundation installation plate 2 attached and fixed It is set as the structure arrange | positioned in the standing state above the width direction center part of this base 6 instead of the side upper side of the base 6 installed horizontally, and the screw part 4a of the front-end | tip part of the screw rod part 4 of this standing state Is a fastening bracket constructed such that the longitudinal member 7 and the concrete foundation 1 are fastened together by screwing and fixing to a connecting bracket 8 attached to the side surface of the longitudinal member 7 standing on the base 6.

基礎沿設取付板部2は、図1に図示したように、金属性板材をプレス成形により所定形状に型抜き形成した平板材から成る平板状の構成である。尚、この基礎沿設取付板部2は平板状に限らず、例えば断面コ字状やL字状に形成して前記コンクリート基礎1の隅部に被嵌状態に沿設固定し得る形状に形成しても良い。   As shown in FIG. 1, the foundation side mounting plate portion 2 has a flat plate structure made of a flat plate material obtained by punching a metallic plate material into a predetermined shape by press molding. In addition, this foundation installation board part 2 is not restricted to flat form, For example, it forms in the cross-sectional U-shape or L-shape, and the shape which can be installed along the fitting state in the corner of the said concrete foundation 1 is formed. You may do it.

この基礎沿設取付板部2の板面には、図1に図示したように、止着杆3を嵌挿する貫通孔2aを二つ、後述の第二の止着杆10を嵌挿する第二の貫通孔2bを二つ形成している。   As shown in FIG. 1, two through holes 2 a into which the fastening rods 3 are inserted and two second fastening rods 10 to be described later are inserted into the plate surface of the foundation side mounting plate portion 2. Two second through holes 2b are formed.

また、本実施例では、図2に図示したように、コンクリート基礎1の側面に水平方向に挿入部5(挿入溝)を穿設し、基礎沿設取付板部2の貫通孔2aに嵌挿した止着杆3(止めボルト)を挿入し、前記挿入部5内に接着剤を充填して挿入部5内に止着杆3を挿入固定する止着構造を採用する。   Further, in this embodiment, as shown in FIG. 2, an insertion portion 5 (insertion groove) is horizontally drilled in the side surface of the concrete foundation 1 and is inserted into the through hole 2 a of the foundation installation plate portion 2. A fastening structure in which the fastening rod 3 (stop bolt) is inserted, an adhesive is filled in the insertion portion 5 and the fastening rod 3 is inserted and fixed in the insertion portion 5 is employed.

尚、この基礎沿設取付板部2の貫通孔2aは、図1に図示したように、前記止着杆3の上下動を許可せず左右動を許可する遊嵌状態にこの止着杆3を嵌挿する長孔形状に形成している。   As shown in FIG. 1, the through hole 2 a of the foundation side mounting plate portion 2 does not permit the vertical movement of the fixing rod 3 but allows it to move left and right. It is formed in the shape of a long hole into which is inserted.

従って、例えば止着杆3を挿入する挿入部5を前記コンクリート基礎1の側面に穿設する際、このコンクリート基礎1内の小石などの硬い部材に突き当たって挿入部5を良好に穿設できなかった場合、前記嵌挿孔2aが長孔形状に形成されているぶんだけこの挿入部5の位置(嵌挿項2aに対して止着杆3を嵌挿する位置)を前記小石を避けるように長孔方向(左右方向)に位置調整できるので、土台2に立設した縦材7のこの立設位置に応じた所望の位置に確実に基礎沿設取付板部2の取り付けが可能である。   Therefore, for example, when the insertion portion 5 for inserting the fastening rod 3 is drilled in the side surface of the concrete foundation 1, the insertion portion 5 cannot be well drilled by hitting a hard member such as a pebble in the concrete foundation 1. In this case, the position of the insertion portion 5 (the position where the fastening rod 3 is inserted into the insertion insertion item 2a) is avoided so as to avoid the pebbles as long as the insertion insertion hole 2a is formed in a long hole shape. Since the position can be adjusted in the long hole direction (left and right direction), it is possible to securely attach the foundation side mounting plate portion 2 to a desired position corresponding to the standing position of the vertical member 7 standing on the base 2.

また、この基礎沿設取付板部2には、図1に図示したように、前記貫通孔2aとは異なる第二の貫通孔2bを形成している。   Further, as shown in FIG. 1, the base side installation plate portion 2 is formed with a second through hole 2 b different from the through hole 2 a.

従って、図2に図示したように、この第二の貫通孔2bに嵌挿した第二の止着杆10を、土台6の側面に打入することで,若しくは土台6の側面に形成した挿入部9に挿入固定することでこの土台6の側面に沿設状態に前記基礎沿設取付板部2を取り付け固定できるので、この基礎沿設取付板部2の貫通孔2aに嵌挿した止着杆3と前記第二の貫通孔2bに嵌挿した第二の止着管10とにより、前記基礎沿設取付板部2をコンクリート基礎1の側面と土台6の側面の双方に一層堅固に取り付け固定できる。   Therefore, as shown in FIG. 2, the second fastening rod 10 fitted and inserted into the second through hole 2 b is driven into the side surface of the base 6, or the insertion is formed on the side surface of the base 6. Since the foundation side mounting plate portion 2 can be fixedly attached to the side surface of the base 6 by being inserted into and fixed to the portion 9, the fastening fitted into the through hole 2 a of the foundation side mounting plate portion 2 The foundation side mounting plate portion 2 is more firmly attached to both the side surface of the concrete foundation 1 and the side surface of the foundation 6 by the flange 3 and the second fastening tube 10 inserted into the second through hole 2b. Can be fixed.

この第二の貫通孔2bに嵌挿する第二の止着杆10は、図2に図示したように、土台6の側面に水平方向に穿設した挿入部9(挿入溝)に挿入し、この挿入部9内に接着剤を充填して挿入部9内に第二の止着杆10を挿入固定する止着構造を採用する。尚、土台6は一般に木材で構成するので、例えば内周面に雌ネジ部を形成した挿入部9に、外周面に雄ネジ部を形成した第二の止着杆10を螺入してこの挿入部9に第二の止着杆10を挿入固定する止着構造を採用しても良い。   As shown in FIG. 2, the second fastening rod 10 to be inserted into the second through-hole 2b is inserted into the insertion portion 9 (insertion groove) formed in the horizontal direction on the side surface of the base 6, A fastening structure in which an adhesive is filled in the insertion portion 9 and the second fastening rod 10 is inserted and fixed in the insertion portion 9 is adopted. Since the base 6 is generally made of wood, for example, a second fastening rod 10 having a male screw portion formed on the outer peripheral surface is screwed into the insertion portion 9 having a female screw portion formed on the inner peripheral surface. A fastening structure in which the second fastening rod 10 is inserted and fixed to the insertion portion 9 may be adopted.

尚、この基礎沿設取付板部2の前記第二の貫通孔2bは、この第二の貫通孔2bに嵌挿する第二の止着杆10と略合致する孔形状に形成しており、基礎沿設取付板部2が上下方向にも左右方向にもガタつきなくこの土台6の側面に取り付け固定されるようにしている。   The second through hole 2b of the base side installation plate portion 2 is formed in a hole shape that substantially matches the second fastening rod 10 that is inserted into the second through hole 2b. The base side mounting plate 2 is attached and fixed to the side surface of the base 6 without rattling in the vertical and horizontal directions.

前記螺子杆部4は、図1及び図2に図示したように、所定の湾曲形状に湾曲して構成し杆体の基端部(下部)を基礎沿設取付板部2に固定(溶接固定)したものである。具体的には、基端部にして下部を直線状に形成し、この基端部から湾曲部を介して、先端部にして上部も直線状に形成している。また、前記基礎沿設取付板部2をコンクリート基礎1の側面に取り付け固定した際に、前記湾曲部は、前記土台6の側方上方からこの土台6の長さ方向と直交に交差する巾方向に沿って湾曲し、この土台6の巾方向中央部(土台6を巾方向に二等分する丁度中間部位置でなくとも良い)に達したところから、更に上方に向かって湾曲立ち上がり形状に形成している(即ち、基礎沿設取付板部2の取り付け面と直交方向に前記螺子杆部4の湾曲部が湾曲する形状である。)。   As shown in FIGS. 1 and 2, the screw flange portion 4 is configured to bend into a predetermined curved shape, and the base end portion (lower portion) of the casing is fixed to the base side installation plate portion 2 (welding fixation). It is a thing. Specifically, the lower part is formed in a straight line at the base end part, and the upper part is also formed in a straight line from the base end part through the curved part to the front end part. In addition, when the foundation mounting plate portion 2 is attached and fixed to the side surface of the concrete foundation 1, the curved portion crosses the length direction of the base 6 from the side upper side of the base 6 in the width direction. Is formed along the center of the base 6 in the width direction (it does not have to be just an intermediate position that bisects the base 6 in the width direction), and is formed into a curved rising shape further upward. (I.e., the curved portion of the screw flange portion 4 is curved in a direction perpendicular to the mounting surface of the base side mounting plate portion 2).

また、図1及び図2に図示したように、前記基礎沿設取付板部2をコンクリート基礎1の側面に取り付け固定した際に、前記螺子杆部4は、前記土台6の上方にしてこの土台6の近接位置に前記湾曲部を有するように形成し、螺子杆部4の先端部の長範囲が前記土台6の巾方向中央部の上方に立直状態に配設されるように形成している。   As shown in FIGS. 1 and 2, when the foundation installation plate portion 2 is attached and fixed to the side surface of the concrete foundation 1, the screw flange portion 4 is located above the foundation 6 and is placed on the foundation. 6 is formed so as to have the curved portion, and the long range of the tip end portion of the screw rod portion 4 is formed in an upright position above the center portion in the width direction of the base 6. .

従って、アンカーボルトの代替となる前記螺子杆部4の先端部のネジ部4aを土台6上に長範囲に形成できるので、それだけこの螺子杆部4に、縦材7の連結金具8を良好に螺着固定できる。   Accordingly, since the threaded portion 4a at the tip of the screw rod portion 4 which is an alternative to the anchor bolt can be formed on the base 6 in a long range, the connecting bracket 8 of the vertical member 7 can be satisfactorily attached to the screw rod portion 4 accordingly. Can be screwed and fixed.

尚、この螺子杆部4は、基端部にして下部を基礎沿設取付板部2に固定し、この基礎沿設取付板部2をコンクリート基礎1の側面に取り付け固定した際にこの螺子杆部4の先端部にして上部が前記土台6の巾方向中央部の上方に立設状態に配設される形状であればどのような形状としても良い。また、本実施例では、上述のように基礎沿設取付板部2を平板状とし、螺子杆部4はコンクリート基礎1の側方から、土台6の巾方向中央部の上方に向けて湾曲(若しくは屈曲)した形状に構成したが、これに限らず、例えば、前記基礎沿設取付板部2が、コンクリート基礎1の側面から土台6の側面を越えてこの土台6の上面まで達し、この土台6の上面にして土台6の巾方向中央部に向けて折曲して更にこの土台6の巾方向中央部から上方に立ち上がり折曲した折曲板状に形成し、この折曲板状の基礎沿設取付板部2の前記土台6の上面の立ち上がり折曲部から上方に向けて直線状の螺子杆部4を固定して設けた構成としても良い。   The screw hook 4 is fixed to the foundation side mounting plate 2 with the base end portion fixed, and the screw hook 4 is fixed when the foundation side mounting plate 2 is fixed to the side surface of the concrete foundation 1. Any shape may be employed as long as the top portion of the portion 4 is arranged in a standing state above the center portion in the width direction of the base 6. In the present embodiment, as described above, the foundation side mounting plate portion 2 is formed in a flat plate shape, and the screw flange portion 4 is curved from the side of the concrete foundation 1 toward the upper side of the center in the width direction of the foundation 6 ( However, the present invention is not limited to this. For example, the foundation installation plate portion 2 extends from the side surface of the concrete foundation 1 to the upper surface of the foundation 6 over the side surface of the foundation 6. 6 is bent toward the center in the width direction of the base 6 and is formed into a bent plate shape that rises upward from the center in the width direction of the base 6 and is bent. It is good also as a structure which fixed and provided the linear screw rod part 4 toward the upper part from the standing bend part of the upper surface of the said base 6 of the installation board part 2 side by side.

この螺子杆部4の先端部にして上部にはネジ部4aが設けられており、具体的には、図1に図示したように、この螺子杆部4の先端部外周面にネジ山を形成して前記ネジ部4aを設けた構成である。   A screw part 4a is provided at the upper part of the tip of the screw hook part 4, and specifically, as shown in FIG. 1, a screw thread is formed on the outer peripheral surface of the tip part of the screw hook part 4. Thus, the screw portion 4a is provided.

また、本実施例では、縦材7の側面に付着する連結金具8として、一般にアンカーボルトと螺着固定して使用される市販のホールダウン金物を採用する。ホールダウン金物には様々な構造があり、図示した本実施例は、前記螺子杆部4の先端部のネジ部4aを、挿通部8aに挿通し、このネジ部4aに上方から螺着したナット12の締め付け押圧によりこのホールダウン金物(連結金具8)を下方の土台6・コンクリート基礎1に向けて押さえ込み固定することで前記螺子杆部4とホールダウン金物とを螺着固定して、縦材7とコンクリート基礎1とを緊結するという連結構造のものを採用しているが、このような市販のホールダウン金物の構造は本発明の趣旨とは直接関係しないので省略する(一般にアンカーボルトと螺着固定して使用される市販のホールダウン金物であればどのような構造のものでも採用できる。)。   Further, in this embodiment, a commercially available hole-down hardware that is generally used by being screwed and fixed to an anchor bolt is employed as the connecting metal fitting 8 attached to the side surface of the vertical member 7. The hole-down hardware has various structures. In the illustrated embodiment, the screw portion 4a at the tip of the screw rod portion 4 is inserted into the insertion portion 8a, and the nut is screwed onto the screw portion 4a from above. The hole down hardware (connecting metal fitting 8) is pressed and fixed toward the lower base 6 and the concrete foundation 1 by tightening and pressing 12 to fix the screw collar 4 and the hole down hardware to the vertical member. 7 is connected to the concrete foundation 1, but the structure of such a commercially available hole-down hardware is not directly related to the gist of the present invention, and thus is omitted (generally anchor bolts and screws). Any structure can be used as long as it is a commercially available hole-down hardware that is used after being fixed.

上述のように構成した本実施例に係る緊結用金具は、図2に図示したように、基礎沿設取付板部2の貫通孔2aに嵌挿した止めボルト(止着杆3)をコンクリート基礎1に側方から穿設した挿入部5に挿入固定してこの止めボルトのネジ頭により基礎沿設取付板部2を前記コンクリート基礎1の側面に沿設(密着)状態に取り付け固定すると共に、この基礎沿設取付板部2の第二の貫通孔2bに嵌挿した止めボルト(第二の止着杆10)を土台6に側方から穿設した挿入部9に挿入固定してこの止めボルトのネジ頭により基礎沿設取付板部2を土台6の側面に沿設(密着)状態に取り付け固定することで基礎沿設取付板部2をコンクリート基礎1の側面及び土台6の側面に強固に(特に上方向の引き抜き強度に秀れる強固な取り付け強度で)取り付け固定でき、これにより、図2及び図3に図示したように、土台6に立設された縦材7の近接位置にして土台6の巾方向中央部の上方に螺子杆部4の先端部のネジ部4aを立設状態に配設できる。   As shown in FIG. 2, the fastening bracket according to the present embodiment configured as described above has a fastening bolt (fastening rod 3) inserted into the through hole 2 a of the foundation side mounting plate portion 2 as a concrete foundation. 1 is inserted and fixed in the insertion part 5 drilled from the side, and the foundation installation plate part 2 is attached and fixed to the side surface of the concrete foundation 1 by the screw heads of the set bolts. A fixing bolt (second fastening rod 10) fitted in the second through hole 2b of the base mounting plate portion 2 is inserted and fixed in an insertion portion 9 drilled in the base 6 from the side. The foundation side mounting plate part 2 is firmly fixed to the side surface of the concrete foundation 1 and the side surface of the foundation 6 by fixing the base side mounting plate part 2 to the side surface of the foundation 6 in a state of being installed (contacted) in a fixed state. (Especially with strong mounting strength that excels in pulling strength in the upward direction) 2 and 3, as shown in FIGS. 2 and 3, the distal end portion of the screw rod portion 4 is positioned above the center in the width direction of the base 6 at a position close to the vertical member 7 erected on the base 6. The screw part 4a can be arranged in an upright state.

このネジ部4aを前記縦材7の側面に付設されたホールダウン金物(連結金具8)の挿通部8aに挿通してナット12で締め付け螺着固定することで、図2及び図3に図示したように縦材7と前記コンクリート基礎1(及び土台6)とを堅固に緊結できる。   The screw portion 4a is inserted into the insertion portion 8a of the hole-down hardware (connection fitting 8) attached to the side surface of the vertical member 7, and is tightened and fixed with a nut 12 to be screwed and fixed as shown in FIGS. In this way, the vertical member 7 and the concrete foundation 1 (and the base 6) can be firmly bonded.

尚、本発明は、本実施例に限られるものではなく、各構成要件の具体的構成は適宜設計し得るものである。   Note that the present invention is not limited to this embodiment, and the specific configuration of each component can be designed as appropriate.

本実施例に係る緊結用金具の説明斜視図である。It is a description perspective view of the metal fitting for fastening which concerns on a present Example. 本実施例に係る緊結用金具の使用状態を示す側断面図である。It is side sectional drawing which shows the use condition of the metal fitting for fastening which concerns on a present Example. 本実施例に係る緊結用金具の使用状態を示す斜視図である。It is a perspective view which shows the use condition of the metal fitting for fastening which concerns on a present Example.

符号の説明Explanation of symbols

1 コンクリート基礎
2 基礎沿設取付板部
2a 貫通孔
2b 第二の貫通孔
3 止着杆
4 螺子杆部
4a ネジ部
5 挿入部
6 土台
7 縦材
8 連結金具
9 挿入部
10 第二の止着杆
DESCRIPTION OF SYMBOLS 1 Concrete foundation 2 Foundation installation board part 2a Through-hole 2b 2nd through-hole 3 Fastening rod 4 Screw hook part 4a Screw part 5 Insertion part 6 Base 7 Vertical material 8 Connecting metal 9 Insertion part
10 Second anchorage

Claims (5)

打込杆や止着ボルトなどの止着杆を嵌挿する貫通孔を形成し、この貫通孔に嵌挿した前記止着杆を、コンクリート基礎の側面に打入することで,若しくはコンクリート基礎の側面に形成した挿入部に挿入固定することでこのコンクリート基礎の側面に沿設状態に取り付け固定するように構成した基礎沿設取付板部と、この基礎沿設取付板部から上方に向けて突出状態に設ける螺子杆部とから成り、前記螺子杆部は、基端部にして下部を前記基礎沿設取付板部に固定し、先端部にして上部は、前記基礎沿設取付板部を取り付け固定したコンクリート基礎上に横設する土台の側方上方ではなく、この土台の巾方向中央部の上方に立設状態に配設した構成とし、この立設状態の螺子杆部の先端部のネジ部を、前記土台に立設する縦材の側面に付設した連結金具に螺着固定することでこの縦材と前記コンクリート基礎とを緊結するように構成したことを特徴とする緊結用金具。   A through hole for inserting a fastening rod such as a driving rod or a fastening bolt is formed, and the fastening rod inserted into the through hole is driven into the side surface of the concrete foundation, or A foundation installation plate that is fixed to the side of the concrete foundation by being inserted and fixed to the insertion section formed on the side, and projects upward from the foundation installation plate. A screw flange portion provided in a state, wherein the screw flange portion serves as a base end portion, and a lower portion is fixed to the foundation side installation plate portion, and a top portion serves as a top portion to which the foundation side attachment plate portion is attached. The screw is installed in the standing position above the center in the width direction of the foundation, not above the side of the foundation that is placed horizontally on the fixed concrete foundation. Is attached to the side of the vertical member standing on the base. Tightened bracket, characterized by being configured to Tightened by screwing fixing this longitudinal member and said concrete foundation connecting fitting. 前記螺子杆部は、基端側にして下部を、前記基礎沿設取付板部を取り付け固定した前記コンクリート基礎の側方に配設し、先端側にして上部を、前記土台の巾方向中央部の上方に立設状態に配設し、この基端部と先端部とを湾曲部若しくは屈曲部を介して連設して成る湾曲形状若しくは屈曲形状に形成したことを特徴とする請求項1記載の緊結用金具。   The screw hook portion is disposed on the side of the concrete foundation to which the foundation side mounting plate portion is fixed and fixed on the base end side, and the upper portion on the distal end side is the center portion in the width direction of the foundation. 2. A curved shape or a bent shape in which the base end portion and the distal end portion are connected to each other via a curved portion or a bent portion. Fastening fittings. 前記螺子杆部は、前記土台の上方にしてこの土台の近接位置に、この螺子杆部を前記土台の巾方向に湾曲若しくは屈曲する湾曲部若しくは屈曲部を有する形状に形成したことを特徴とする請求項2記載の緊結用金具。   The screw hook portion is formed in a shape having a curved portion or a bent portion that bends or bends in the width direction of the base at a position close to the base above the base. The fastening bracket according to claim 2. 前記基礎沿設取付板部は、前記貫通孔とは異なる第二の貫通孔を形成し、この第二の貫通孔に嵌挿した第二の止着杆を、土台の側面に打入することで,若しくは土台の側面に形成した挿入部に挿入固定することでこの土台の側面に沿設状態に前記基礎沿設取付板部を取り付け固定し得るように構成したことを特徴とする請求項1〜3のいずれか1項に記載の緊結用金具。   The base side installation plate portion forms a second through hole different from the through hole, and a second fastening rod fitted into the second through hole is driven into a side surface of the base. 2. Alternatively, the foundation mounting plate portion can be fixedly mounted on the side surface of the foundation by being inserted and fixed in an insertion portion formed on the side surface of the base. The fastening metal fitting according to any one of -3. 前記基礎沿設取付板部の前記貫通孔は、前記止着杆の上下動を許可せず左右動を許可する遊嵌状態にこの止着杆を嵌挿する長孔形状に形成し、この基礎沿設取付板部の前記第二の貫通孔は、この第二の貫通孔に嵌挿する第二の止着杆と略合致する孔形状に形成したことを特徴とする請求項4記載の緊結用金具。
The through hole of the mounting plate portion along the foundation is formed in a long hole shape into which the fixing rod is inserted into a loose fitting state in which the vertical movement of the fixing rod is not permitted and the horizontal movement is permitted. 5. The fastening according to claim 4, wherein the second through hole of the side mounting plate portion is formed in a hole shape that substantially matches a second fastening rod that is inserted into the second through hole. Metal fittings.
JP2006175301A 2006-06-26 2006-06-26 Metal fitting for binding Withdrawn JP2008002231A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011028958A2 (en) * 2009-09-02 2011-03-10 Virginia Tech Intellectual Properties, Inc. Connector devices and assemblies for construction and support of buildings and structures, and methods of making and using them

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011028958A2 (en) * 2009-09-02 2011-03-10 Virginia Tech Intellectual Properties, Inc. Connector devices and assemblies for construction and support of buildings and structures, and methods of making and using them
WO2011028958A3 (en) * 2009-09-02 2011-07-14 Virginia Tech Intellectual Properties, Inc. Connector devices and assemblies for construction and support of buildings and structures, and methods of making and using them

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