JP5323616B2 - Position adjustment hardware for hole down hardware - Google Patents

Position adjustment hardware for hole down hardware Download PDF

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JP5323616B2
JP5323616B2 JP2009199885A JP2009199885A JP5323616B2 JP 5323616 B2 JP5323616 B2 JP 5323616B2 JP 2009199885 A JP2009199885 A JP 2009199885A JP 2009199885 A JP2009199885 A JP 2009199885A JP 5323616 B2 JP5323616 B2 JP 5323616B2
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hardware
hole
bolt
anchor bolt
down hardware
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JP2011052382A (en
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俊一 島田
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株式会社カネシン
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Description

本発明は、土台上に立設した柱の側面に固着したホールダウン金物と、基礎に基部を埋設して前記土台を通じて該土台上に突出させたアンカーボルトを接続して構成する前記柱の接合装置に用いるホールダウン金物用位置調節金物に関するものである。   The present invention relates to the joining of the pillar constituted by connecting the hole-down hardware fixed to the side surface of the pillar standing on the foundation and the anchor bolt embedded in the base and protruding on the foundation through the foundation. The present invention relates to a position adjusting hardware for hole down hardware used in the apparatus.

基礎コンクリート上に載置した土台上に柱を立設し、該柱を前記基礎に直接固定してその接合状態の安定性を図るために、柱の側面にホールダウン金物を固着し、該ホールダウン金物と、基礎側のアンカーボルトの土台を通じて突出させた先端(上端)を互いに緊結する構造のものが採られているが、この構造のものは、アンカーボルト位置と柱に固着したホールダウン金物位置が一致していれば、不都合はないが、ホールダウン金物とアンカーボルトの位置関係が、誤作業などにより設計どおり施工されない場合が多々ある。   In order to stand the pillar on the foundation placed on the foundation concrete, and to fix the pillar directly to the foundation and to stabilize the joining state, a hole down hardware is fixed to the side of the pillar, and the hole The down hardware and the tip (upper end) protruding through the base of the anchor bolt on the foundation side are tightly connected to each other, but this structure is the hole down hardware fixed to the anchor bolt position and the pillar. If the positions match, there is no inconvenience, but the positional relationship between the hole-down hardware and the anchor bolt is often not constructed as designed due to erroneous work.

このため、前記位置関係の一致時にも不一致時にも適用できる装置が工夫され、例えば、アンカーボルトに一対の円筒体を並べて止着して調整金物を構成し、この調整金物の一方の円筒体を外嵌してアンカーボルトに組合わせ、該一方の円筒体の上端を該アンカーボルトに螺合するナットに係止させるようにし、また、前記調整金物の他方の円筒体を外嵌して組合わせた屈曲ボルトの下端にナットを螺合し、該ナットに前記他方の円筒体を係止させ、屈曲ボルトの上端を柱に固着したホールダウン金物に係止させるようにした構造のものが提案されている(例えば、特許文献1)。   For this reason, a device that can be applied both when the positional relationship matches and when the positional relationship does not match has been devised.For example, a pair of cylindrical bodies are aligned and fastened to anchor bolts to form an adjustment hardware. The outer cylinder is fitted to the anchor bolt, and the upper end of the one cylinder is locked to the nut screwed to the anchor bolt, and the other cylinder of the adjustment hardware is fitted to the nut. A nut is screwed into the lower end of the bent bolt, the other cylindrical body is locked to the nut, and the upper end of the bent bolt is locked to a hole-down hardware fixed to the pillar. (For example, Patent Document 1).

特開2003−129567号公報JP 2003-129567 A

前記従来例は、ホールダウン金物とアンカーボルトとの位置ずれを、屈曲ボルトの屈曲形態によって吸収して柱の、所定の接合状態を得ようとするものであるが、前記の位置ずれは必ずしも一定していないから、当該屈曲形態では吸収ができないときがあり、適合する屈曲形態を備えた屈曲ボルトを別途用意しなければならない不便さがある。   In the conventional example, the displacement between the hole-down hardware and the anchor bolt is absorbed by the bending form of the bending bolt to obtain a predetermined joining state of the column. However, the displacement is not always constant. Therefore, there is a case where the bent form cannot be absorbed, and there is inconvenience that a bent bolt having a suitable bent form has to be prepared separately.

本発明は、このような常況に着目し、ホールダウン金物とアンカーボルトとの施工の位置ずれの吸収範囲を広くできるホールダウン金物用位置調整金物を提供することを目的として創案したものである。   The present invention has been created with the object of providing a position adjusting hardware for hole down hardware that can widen the absorption range of misalignment in construction between the hole down hardware and the anchor bolt, paying attention to such a normal situation. .

基礎基部を埋設して先端を前記基礎上の土台を通じて土台上に突出したアンカーボルトと、前記土台に立設した柱に固着したホールダウン金物との間に介在させて、前記アンカーボルトと前記ホールダウン金物とを接合する金物であって、前記アンカーボルトに外嵌して該アンカーボルトに沿って上昇又は降下する関係にして組合わせ、上端を該アンカーボルトに螺合する第一ナットに係止する第一円筒体と、前記ホールダウン金物に貫通させて上端を該ホールダウン金物に係止する接続ボルトに外嵌して該接続ボルトに沿って降下又は上昇する関係にして組合わせ、下端を該接続ボルトに螺合する第二ナットに係止する第二円筒体とを備え、互いに別体にした第一、第二の各円筒体を、それぞれに設けた接続孔に緩く挿通させた調整リングで互いに接続した、構成としたものである。 An anchor bolt tip is embedded a base projecting base on through base on the foundation the foundation, be interposed between the hold-down hardware fixed to the pillars erected on the base, the said anchor bolt A hardware that joins a hole-down hardware, which is combined with the anchor bolt so as to rise or descend along the anchor bolt, and the upper end of the hardware is engaged with the first nut screwed to the anchor bolt. The first cylindrical body to be stopped is combined with a connection bolt that penetrates through the hole-down hardware and the upper end is engaged with the connection bolt that is locked to the hole-down hardware, and descends or rises along the connection bolt. And a second cylindrical body that engages with a second nut that is screwed to the connection bolt, and the first and second cylindrical bodies that are separated from each other are loosely inserted into the connection holes provided in each of the first and second cylindrical bodies. Adjustment phosphorus In the interconnected, it is obtained by the configuration.

本発明によれば、柱に固着したホールダウン金物と土台より突出させたアンカーボルトの位置関係に、想定外のずれがあっても、これを吸収して両者を緊結でき、従って、ホールダウン金物(および接続ボルト)とセットにして柱を基礎コンクリートに強固に接合するに好適な、位置ずれの吸収範囲の広い、金物を提供することができる。   According to the present invention, even if there is an unexpected shift in the positional relationship between the hole-down hardware fixed to the pillar and the anchor bolt protruded from the base, this can be absorbed and fastened together. It is possible to provide a hardware having a wide misalignment absorption range suitable for firmly joining the column to the foundation concrete in a set with (and connecting bolts).

使用状態を示す正面図。The front view which shows a use condition. 図1の拡大図。The enlarged view of FIG. 図2の平面図。The top view of FIG.

図中、Aは本発明に係るホールダウン金物用位置調整金物で、ホールダウン金物用位置調整金物Aは、互いに別体の適宜の長さの第一円筒体1と第二円筒体2を備え、各円筒体1,2の主体筒1a,2a周側に半円リング状の接続部片1b,2bを突設して形成した接続孔1b´,2b´に、長円状リング体で成る調整リング3を緩く挿通させて前記接続部片1b,2b間にわたして前記第一、第二の円等体1,2を接続して構成したものである。
In the figure, A is a position adjustment hardware for hole down hardware according to the present invention, and the position adjustment hardware A for hole down hardware includes a first cylindrical body 1 and a second cylindrical body 2 of appropriate lengths that are separate from each other. The connection holes 1b 'and 2b' formed by projecting semicircular ring-shaped connection pieces 1b and 2b on the peripheral sides of the main cylinders 1a and 2a of the cylindrical bodies 1 and 2 are formed of an oval ring body. The adjusting ring 3 is loosely inserted, and the first and second circular bodies 1 and 2 are connected between the connecting pieces 1b and 2b.

このホールダウン金物用位置調整金物Aは、土台b上に立設した(基礎コンクリートc上に柱脚金物を介して直接的に立設している場合でも不都合はない)柱pに固着したホールダウン金物21と、基部を基礎コンクリートcに埋め込んだアンカーボルト31の、前記土台bを通じて土台bより突出させた先端部31aとの間に介在させ、これらを接続し、柱pを基礎コンクリートcに直接締結させ、柱pの接合強度を図るために用いるのである。   This hole-down hardware position adjusting hardware A is erected on the base b (there is no inconvenience even when it is erected directly on the foundation concrete c via the column base hardware). The down hardware 21 and the anchor bolt 31 with the base embedded in the foundation concrete c are interposed between the tip 31a projecting from the foundation b through the foundation b, these are connected, and the column p is connected to the foundation concrete c. They are directly fastened and used to increase the joining strength of the pillars p.

前記ホールダウン金物21は、上下方向に長い平板状の取付部片21aの下端部表面に方形枠状の係止枠21bを突設して構成し、取付部片21aを柱pの表面に重ね合わせて締付けボルト22とこれに螺合した締付けナット23とで柱pに固着したものである。   The hole-down hardware 21 is formed by projecting a rectangular frame-shaped locking frame 21b on the surface of the lower end of a flat plate-shaped mounting piece 21a that is long in the vertical direction, and the mounting piece 21a is overlapped on the surface of the column p. In addition, the fastening bolt 22 and the fastening nut 23 screwed to the fastening bolt 22 are fixed to the column p.

このホールダウン金物21の前記係止枠21bの上部片である緊締受部片21b´に設けた透孔24に、接続ボルト25の上側ねじ部25aを貫通させ、透孔24より突出するボルト25の先端(上側ねじ部25a)に係止ナット26を螺合して接続ボルト25をホールダウン金物21に組付け、該接続ボルト25の下側ねじ部25b側に、前記ホールダウン金物用位置調整金物Aの第二円筒体2の主体筒2aを該ねじ部25bに外嵌して(主体筒2aに下側ねじ部25bを貫通させて)組合わせ、主体筒2aより突出する下側ねじ部25bの先端に第二受圧ナット4を螺合して、ホールダウン金物用位置調整金物Aの第二円筒体2側をホールダウン金物21側に組付ける。   A bolt 25 protruding from the through-hole 24 through the upper threaded portion 25a of the connecting bolt 25 is inserted into the through-hole 24 provided in the tightening receiving piece 21b 'which is the upper piece of the locking frame 21b of the hole-down hardware 21. A locking nut 26 is screwed onto the tip (upper screw portion 25a) of the screw, and the connection bolt 25 is assembled to the hole-down hardware 21, and the position adjustment for the hole-down hardware is made on the lower screw portion 25b side of the connection bolt 25. A lower threaded portion protruding from the main cylinder 2a by fitting the main cylinder 2a of the second cylindrical body 2 of the hardware A to the threaded portion 25b (by passing the lower threaded portion 25b through the main cylinder 2a). The second pressure receiving nut 4 is screwed to the tip of 25b, and the second cylindrical body 2 side of the hole down hardware position adjusting hardware A is assembled to the hole down hardware 21 side.

ホールダウン金物用位置調整金物Aの第一円筒体1側は、主体筒1aを、土台bより突出するアンカーボルト31の先端部31aに外嵌して(主体筒1aにアンカーボルト先端部31aを貫通させて)組合わせ、主体筒1aより突出するアンカーボルト31の先端部31aに第一ナット5を螺合して組付ける。   On the first cylindrical body 1 side of the position adjustment hardware A for hole-down hardware, the main cylinder 1a is externally fitted to the tip 31a of the anchor bolt 31 protruding from the base b (the anchor bolt front 31a is attached to the main cylinder 1a). The first nut 5 is screwed and assembled to the tip 31a of the anchor bolt 31 protruding from the main cylinder 1a.

そして、第一、第二の各ナット4,5(実施例の場合は係止ナット26も含めて)を適宜締め付けると、第一円筒体1はアンカーボルト31に沿って降下し(第一受圧ナット5よりアンカーボルト31に沿う上昇を規制され)、第二円筒体2は接続ボルト25に沿って上昇する(第二受圧ナット4により接続ボルト25に沿う降下を規制される)関係にあり、かつ、調整リング3に対し、第一、第二の円筒体1,2は接続部片1b,2bにおいて遊嵌され、左右方向と上下方向に自在に回動できる関係で組合わされているので、ホールダウン金物21とアンカーボルト31はホールダウン金物用位置調整金物Aおよび接続ボルト25を介して緊結され、柱pは基礎cに接合されるのである。   When the first and second nuts 4 and 5 (including the locking nut 26 in the embodiment) are appropriately tightened, the first cylindrical body 1 descends along the anchor bolt 31 (first pressure receiving pressure). The second cylinder 2 is raised along the connecting bolt 25 (the lowering along the connecting bolt 25 is restricted by the second pressure receiving nut 4). And with respect to the adjustment ring 3, since the 1st, 2nd cylindrical bodies 1 and 2 are loosely fitted in the connection part piece 1b, 2b, and are combined in the relationship which can be freely rotated in the left-right direction and the up-down direction, The hole-down hardware 21 and the anchor bolt 31 are fastened through the hole-down hardware position adjusting hardware A and the connection bolt 25, and the column p is joined to the foundation c.

なお、ホールダウン金物21は実施例の構造のものに限定する必要はなく、要は、柱pに固着して、接続ボルト25からの荷重を受ける構造のものであれば良い。   The hole-down hardware 21 need not be limited to that of the structure of the embodiment. In short, any hole-down hardware 21 may be used as long as it is fixed to the pillar p and receives the load from the connection bolt 25.

また、接続ボルト25は、全長にわたってねじを設けたものでも良いし、いわゆる頭部付きボルトでも不都合はなく、頭部付きボルトの場合は、部品点数が少なくでき、組付け作業の省力化を図り、実施例の係止ナット26を省略することができるが、実施例よりは調整範囲が狭まることになる。   Further, the connection bolt 25 may be provided with a screw over its entire length, or it may be a so-called bolt with a head, and there is no inconvenience. The locking nut 26 of the embodiment can be omitted, but the adjustment range is narrower than that of the embodiment.

なおまた、第一、第二の円筒体1,2は、実施例は、互いに同形のものとして勝手自在(第二円筒体2を接続ボルト25側にして第一円筒体1をアンカーボルト側に配するようにして)にしてあるが、異形のもの(例えば、主体筒1a,2aの長さを変える等して)にしても不都合はない。   In addition, the first and second cylinders 1 and 2 can be freely used as the same shape in the embodiment (the second cylinder 2 is on the connection bolt 25 side and the first cylinder 1 is on the anchor bolt side). However, there is no inconvenience even if it is an irregular shape (for example, by changing the length of the main cylinders 1a and 2a).

1 第一円筒体
2 第二円筒体
3 調整リング
4 第二ナット
5 第一ナット
21 ホールダウン金物
25 接続ボルト
31 アンカーボルト
DESCRIPTION OF SYMBOLS 1 1st cylindrical body 2 2nd cylindrical body 3 Adjustment ring 4 2nd nut 5 1st nut 21 Hole down hardware 25 Connection bolt 31 Anchor bolt

Claims (1)

基礎基部を埋設して先端を前記基礎上の土台を通じて土台上に突出したアンカーボルトと、前記土台に立設した柱に固着したホールダウン金物との間に介在させて、前記アンカーボルトと前記ホールダウン金物とを接合する金物であって、前記アンカーボルトに外嵌して該アンカーボルトに沿って上昇又は降下する関係にして組合わせ、上端を該アンカーボルトに螺合する第一ナットに係止する第一円筒体と、前記ホールダウン金物に貫通させて上端を該ホールダウン金物に係止する接続ボルトに外嵌して該接続ボルトに沿って降下又は上昇する関係にして組合わせ、下端を該接続ボルトに螺合する第二ナットに係止する第二円筒体とを備え、互いに別体にした第一、第二の各円筒体を、それぞれに設けた接続孔に緩く挿通させた調整リングで互いに接続した、ホールダウン金物用位置調整金物。 An anchor bolt tip is embedded a base projecting base on through base on the foundation the foundation, be interposed between the hold-down hardware fixed to the pillars erected on the base, the said anchor bolt A hardware that joins a hole-down hardware, which is combined with the anchor bolt so as to rise or descend along the anchor bolt, and the upper end of the hardware is engaged with the first nut screwed to the anchor bolt. The first cylindrical body to be stopped is combined with a connection bolt that penetrates through the hole-down hardware and the upper end is engaged with the connection bolt that is locked to the hole-down hardware, and descends or rises along the connection bolt. And a second cylindrical body that engages with a second nut that is screwed to the connection bolt, and the first and second cylindrical bodies that are separated from each other are loosely inserted into the connection holes provided in each of the first and second cylindrical bodies. Adjustment phosphorus In the interconnected, hold-down hardware for position adjustment hardware.
JP2009199885A 2009-08-31 2009-08-31 Position adjustment hardware for hole down hardware Expired - Fee Related JP5323616B2 (en)

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JP3022169U (en) * 1995-08-30 1996-03-22 正弘 安斎 Joining hardware for wooden construction
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