JP4878889B2 - Reinforcement hardware - Google Patents

Reinforcement hardware Download PDF

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JP4878889B2
JP4878889B2 JP2006087593A JP2006087593A JP4878889B2 JP 4878889 B2 JP4878889 B2 JP 4878889B2 JP 2006087593 A JP2006087593 A JP 2006087593A JP 2006087593 A JP2006087593 A JP 2006087593A JP 4878889 B2 JP4878889 B2 JP 4878889B2
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mounting
bar
socket
connecting pipe
hole
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JP2007262715A (en
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武雄 河合
正博 別宮
信和 岡田
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東神電気株式会社
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Description

本発明は、布基礎に埋め込まれたアンカーボルトの軸心と柱に取り付けられたホールダウン金物の取付穴の軸心がズレた場合でも、離隔する両部材間を接合することができる補強金物に関するものである。   The present invention relates to a reinforcing hardware capable of joining between two separated members even when the axis of an anchor bolt embedded in a fabric foundation and the axis of a mounting hole of a hole-down hardware attached to a column are misaligned. Is.

従来より、木造住宅、特には木造3階建て住宅などにおいては、図3に示すように布基礎1に埋設されたアンカーボルトには、布基礎1と土台3とを結ぶアンカーボルト2’と、土台3を通って柱4に接合されるアンカーボルト2とがある。   Conventionally, in a wooden house, particularly a wooden three-story house, the anchor bolt embedded in the cloth foundation 1 as shown in FIG. 3 includes an anchor bolt 2 ′ that connects the cloth foundation 1 and the base 3, There is an anchor bolt 2 joined to the pillar 4 through the base 3.

布基礎1から土台3を通って柱4にアンカーボルト2を接合する場合には、一般に図3に示すホールダウン金物5を用いることが多い。このホールダウン金物5は、地震や台風などにより、建物に水平の力が加わったときに、建物を支える布基礎1から土台2や柱3が引き抜かれないように、土台2と柱3とを強固に緊結する補強金具であり、図3に示すように柱4に取り付けたホールダウン金物5の取付穴6に布基礎1から土台3を通って突出するアンカーボルト2をネジ止めすることで、布基礎1と土台2と柱3とが強固に緊結されることになる。   When joining the anchor bolt 2 to the pillar 4 through the base 3 from the cloth foundation 1, generally a hole-down hardware 5 shown in FIG. 3 is often used. This hole-down hardware 5 has the base 2 and the pillar 3 so that the base 2 and the pillar 3 are not pulled out from the cloth foundation 1 that supports the building when a horizontal force is applied to the building due to an earthquake or a typhoon. It is a reinforcing metal fitting tightly, and by fixing the anchor bolt 2 protruding from the cloth foundation 1 through the base 3 to the mounting hole 6 of the hole down hardware 5 attached to the pillar 4 as shown in FIG. The cloth foundation 1, the base 2, and the pillar 3 are firmly connected.

ところが、現実の建物の施工現場においては図面どおりに施工されないことがあり、布基礎1に埋設されたアンカーボルト2の土台3から突出する位置と、建物の土台3に固定した柱4の位置(柱4に取り付けたホールダウン金物5の取付穴6の位置)がズレていることがある。   However, the actual building construction site may not be constructed as shown in the drawing. The position of the anchor bolt 2 embedded in the fabric foundation 1 protrudes from the base 3 and the position of the pillar 4 fixed to the base 3 of the building ( The position of the mounting hole 6 of the hole-down hardware 5 attached to the column 4 may be misaligned.

このため、両部材間の位置のズレが僅かな場合には、図4に示すように、両部材間の距離のズレを補正するだけの巾を有する受け材7を柱4に取付け、この受け材7にホールダウン金物5を取り付けて、ホールダウン金物5の取付穴6にアンカーボルト2を緊結固定していた。   For this reason, when the positional deviation between the two members is slight, as shown in FIG. 4, a receiving member 7 having a width sufficient to correct the deviation of the distance between the two members is attached to the column 4, The hole down hardware 5 was attached to the material 7, and the anchor bolt 2 was tightly fixed to the mounting hole 6 of the hole down hardware 5.

ところが、両部材間の位置のズレが大きな場合には、受け材の使用によるズレた距離の補正は困難なため、やむなく布基礎1に埋設されたアンカーボルト2は土台3にのみ固定し、柱4に取り付けたホールダウン金物5は土台3に連結固定するという方法が取られていた。   However, when the positional deviation between the two members is large, it is difficult to correct the deviation distance due to the use of the receiving material. Therefore, the anchor bolt 2 embedded in the cloth foundation 1 is unavoidably fixed only to the base 3 and the column. The hole-down hardware 5 attached to 4 is connected and fixed to the base 3.

しかしこの場合、地震や台風などによって建物にヨコ揺れが生じると、柱に強い引き抜き力が発生し、これに伴い土台のアンカーボルトで固定した箇所と柱のホールダウン金物5を固定した部分との間には、大きな曲げ応力や剪断力が発生し、土台や柱が折れる可能性があり、建物構造を安定に維持するという点から問題であった。   However, in this case, if the building is swayed due to an earthquake or typhoon, a strong pulling force is generated on the pillar, and with this, the place fixed with the anchor bolt of the base and the part where the hole down hardware 5 of the pillar is fixed In the meantime, large bending stresses and shearing forces are generated, and the foundations and pillars may be broken, which is a problem in terms of maintaining a stable building structure.

そこで、基礎に埋め込まれたアンカーボルトの軸心と柱に取り付けられたホールダウン金物の取付穴の軸心が大きくズレた場合でも、離隔する両部材間を接合し得るようにした接合金物が提案されている(特許文献1参照)。   Therefore, even if the axis of the anchor bolt embedded in the foundation and the axis of the mounting hole of the hole-down hardware attached to the column are greatly misaligned, a joint hardware that can join the two separated members is proposed. (See Patent Document 1).

この接合金物10は、図5に示すように布基礎1に埋め込まれたアンカーボルト2への接続部7と柱4に固定されたホールダウン金物5(の取付穴6)への取付部8にワイヤーロープ9の端末を挿入し圧縮止めしたものである。
特許第2952666号掲載公報
As shown in FIG. 5, the joint hardware 10 is connected to the connection portion 7 to the anchor bolt 2 embedded in the cloth foundation 1 and the attachment portion 8 to the hole down hardware 5 (the attachment hole 6) fixed to the pillar 4. The end of the wire rope 9 is inserted and compressed.
Japanese Patent No. 2952666

ところがこの接合金物にあっては、ワイヤーロープ9を接続手段として用いているため、ワイヤーロープ9に劣化や内部損傷(断線)等に伴う場合もあり、使用年数が20年から30年という長期間にわたる建物の強度を安全に維持できない恐れがある。またこの接合金物にあっては、ワイヤーロープの端末を接続部7と取付部8に圧縮止めしたものであり、その加工には高度の熟練を必要としていた。   However, since the wire rope 9 is used as a connecting means in this joint hardware, the wire rope 9 may be accompanied by deterioration, internal damage (disconnection), etc., and the service life is as long as 20 to 30 years. There is a risk that the strength of the building over it cannot be maintained safely. Moreover, in this joint metal fitting, the end of the wire rope is compression-stopped to the connection part 7 and the attachment part 8, and high skill is required for the processing.

本発明は、このような課題に鑑みなされたものであり、布基礎に埋め込まれたアンカーボルトの軸心と柱に取り付けられたホールダウン金物の取付穴の軸心がズレている場合でも、離隔する両部材間を簡便、且つ確実に接合することができ、20年〜30年と長期にわたる使用においても、劣化や内部損傷(断線)等の恐れが無く、しかも簡易に製作ができる補強金物を提供することを目的とするものである。   The present invention has been made in view of such problems, and even when the axis of the anchor bolt embedded in the fabric foundation and the axis of the mounting hole of the hole-down hardware attached to the column are misaligned, the separation is performed. Reinforced hardware that can be easily and reliably joined between the two members, and can be easily manufactured without any risk of deterioration or internal damage (disconnection) even when used for 20 to 30 years. It is intended to provide.

上記目的を達成するため、請求項1記載の発明は、布基礎に埋め込まれたアンカーボルトに対し、軸心がずれた状態で柱に固定されたホールダウン金物を連結する補強金物であって、
前記アンカーボルトに螺合される螺合側端部に雌ネジを有するソケット棒と、前記ホールダウン金物に取り付けられる取付側端部に雄ネジを有する取付棒と、前記ソケット棒と取付棒とを連結する連結管と、からなり、
前記ソケット棒の被螺合側端部と前記取付棒の被取付側端部とが前記連結管内に抜け止め状態に遊嵌結合されていることにより、前記ソケット棒の被螺合側端部と前記取付棒の被取付側端部のそれぞれが、前記ソケット棒に対して回動可能であるとともに、前記連結管内部にスライド可能に構成され、
前記連結時に際して、
前記取付棒の雄ネジを前記ホールダウン金物の取付孔方向に向けるべく、前記取付棒及び前記ソケット棒の前記ホールダウン金物に対する傾斜角度を調節可能にすると共に、前記取付棒の雄ネジを前記ホールダウン金物の取付孔内に挿入すべく、前記ソケット棒の被螺合側端部と前記取付棒の被取付側端部とを、前記連結管内部にスライドさせることにより該補強金物の全体長さを調節可能にしたことを特徴とする補強金物をその要旨とした。
In order to achieve the above object, the invention according to claim 1 is a reinforcing hardware for connecting a hole down hardware fixed to a column in a state in which an axis is shifted with respect to an anchor bolt embedded in a fabric foundation,
A socket rod with a female screw on the threaded end which is screwed into the anchor bolt, a mounting rod having a male thread into the mounting end attached to the hold-down hardware, and the socket bar and the mounting bar A connecting pipe that connects,
The threaded side end of the socket bar is loosely coupled to the threaded side end of the socket bar and the mounted side end of the mounting bar in a locking state in the connecting pipe, Each of the attached side end portions of the mounting rod is configured to be rotatable with respect to the socket rod and to be slidable inside the connecting pipe,
At the time of the connection,
In order to direct the male screw of the mounting rod toward the mounting hole of the hole-down hardware, the inclination angle of the mounting rod and the socket bar with respect to the hole-down hardware can be adjusted, and the male screw of the mounting rod is adjusted to the hole The entire length of the reinforcing hardware is slid by sliding the end of the socket bar to be screwed and the side of the mounting bar to be mounted into the connecting pipe to be inserted into the mounting hole of the down hardware. The gist of the present invention is a reinforced hardware characterized by the fact that it is adjustable .

請求項2記載の発明は、ソケット棒の被螺合側端部と取付棒の被取付側端部とにはそれぞれ径大頭部が設けられ、連結管は前記ソケット棒および取付棒の径大頭部よりも大きな内径を有し、該連結管内周面と前記ソケット棒および取付棒の径大頭部との間にはクリアランスが形成されるようになっており、
さらに前記連結管両端部が前記径大頭部よりも径小に設けられていて、前記ソケット棒および取付棒の径大頭部が前記連結管内から抜け止め状態に設けられていることを特徴とする請求項1記載の補強金物をその要旨とした。
According to the second aspect of the present invention, a large-diameter head is provided at each of the socket-side end of the socket bar and the mounting-side end of the mounting bar, and the connecting pipe has a large diameter of the socket bar and the mounting bar. It has a larger inner diameter than the head, and a clearance is formed between the inner peripheral surface of the connecting pipe and the large-diameter head of the socket bar and the mounting bar,
Further, the both ends of the connecting pipe are provided smaller in diameter than the large-diameter head, and the large-diameter heads of the socket bar and the mounting bar are provided in a state of being prevented from being detached from the connecting pipe. The reinforced hardware according to claim 1 is the gist.

本発明の補強金物にあっては、アンカーボルトに螺合するソケット棒の被螺合側端部と
ホールダウン金物に取り付けられる取付棒の被取付側端部とが連結管内をスライド可能で
あり、かつ動可能となるように、抜け止め状態に遊嵌結合されていることから、布基礎
に埋め込まれたアンカーボルトの軸心と柱に取り付けられたホールダウン金物の取付穴の
軸心がズレた場合でも、離隔する両部材間を簡便、且つ確実に接合することができる。ま
たこの補強金物にあっては、20年〜30年と長期にわたる使用においても、劣化や内部
損傷(断線)等の恐れが無く、しかも簡易に製作ができる。
In the reinforcing hardware of the present invention, the screwed side end of the socket bar screwed to the anchor bolt and the mounted side end of the mounting bar attached to the hole-down metal are slidable in the connecting pipe, and times as rotatably become, exit from it is loosely fitted coupled to latched condition, the axis deviation of the mounting holes of hold-down hardware that is attached to the axis and the bar of the anchor bolt embedded in the fabric underlying Even in this case, it is possible to easily and surely join the two separated members. In addition, the reinforcing hardware can be easily manufactured even when used for a long period of 20 to 30 years without any risk of deterioration or internal damage (disconnection).

以下、本発明の補強金物について図面に示した一実施の形態に基づいてさらに詳しく説明する。図1および図2に示すように、本発明の補強金物21は、布基礎11から土台13を通って柱14にアンカーボルト12を接合する場合であって、布基礎11に埋め込まれたアンカーボルト12の軸心と柱14に取り付けたホールダウン金物15の取付穴16の軸心がズレた場合に、離隔する両部材、すなわちアンカーボルト12とホールダウン金物15(の取付穴16)との間を接合する金物であり、ソケット棒22と取付棒23と前記ソケット棒22と取付棒23とを連結する連結管24とからなる。   Hereinafter, the reinforcing hardware of the present invention will be described in more detail based on an embodiment shown in the drawings. As shown in FIGS. 1 and 2, the reinforcement hardware 21 of the present invention is a case where the anchor bolt 12 is joined to the column 14 from the cloth foundation 11 through the base 13, and the anchor bolt embedded in the cloth foundation 11. When the shaft center of 12 and the shaft center of the mounting hole 16 of the hole-down hardware 15 attached to the column 14 are misaligned, the distance between both members, that is, the anchor bolt 12 and the hole-down hardware 15 (the mounting hole 16) And includes a socket bar 22, a mounting bar 23, and a connecting tube 24 that connects the socket bar 22 and the mounting bar 23 to each other.

本発明の補強金物21におけるソケット棒22はナット端部22aを有しており、このナット端部22aが布基礎11から土台13を通って突出するアンカーボルト12に螺合するようになっている。またこのソケット棒22の他端側、すなわち被螺合側端部には径大頭部22bが設けられている。   The socket bar 22 in the reinforcing hardware 21 of the present invention has a nut end portion 22a, and this nut end portion 22a is screwed to the anchor bolt 12 protruding from the fabric base 11 through the base 13. . Further, a large-diameter head portion 22b is provided at the other end side of the socket bar 22, that is, the end portion to be screwed.

一方、本発明の補強金物21における取付棒23はネジ部23aを有しており、ホールダウン金物15の取付穴16に挿入しナット26によって締め付け固定されるようになっている。また取付棒23の他端側、すなわち被取付側端部には径大頭部23bが設けられている。   On the other hand, the mounting bar 23 in the reinforcing hardware 21 of the present invention has a threaded portion 23 a and is inserted into the mounting hole 16 of the hole-down hardware 15 and fastened and fixed by a nut 26. Further, a large-diameter head portion 23b is provided on the other end side of the mounting rod 23, that is, on the mounted side end portion.

連結管24は、上記ソケット棒22と取付棒23とを繋ぐ管部材であり、その内径は、前記ソケット棒22の被螺合側端部の径大頭部22bおよび前記取付棒23の被取付側端部の径大頭部23bとを該連結管24内に収めたとき、前記ソケット棒22および取付棒23の径大頭部22b、23bとの間にクリアランスが形成されるように、前記径大頭部22b、23bの外径よりもわずかに大きく設けられている。   The connecting pipe 24 is a pipe member that connects the socket bar 22 and the mounting bar 23, and the inner diameter thereof is the large-diameter head 22 b at the threaded side end of the socket bar 22 and the mounting bar 23. When the large-diameter head portion 23b at the side end is accommodated in the connecting pipe 24, the clearance is formed between the socket rod 22 and the large-diameter head portions 22b, 23b of the mounting rod 23. It is provided slightly larger than the outer diameter of the large-diameter heads 22b and 23b.

また連結管24の両端部24a、24bは、前記ソケット棒22の径大頭部22bおよび前記取付棒23の径大頭部23bが管内から抜け出ないように、径大頭部22b、23bよりも径小に設けられていて、地震や台風によって柱に大きな引き抜き力が発生しても、その力に十分に対抗し、該径大頭部22b、23bが該連結管24内から抜け出ないようになっている。図示の例では、ソケット棒22の径大頭部22bおよび前記取付棒23の径大頭部23bを該連結管24内に挿入した後、連結管24の両端部24a、24bを六角形状に圧縮成形することにより、該両端部24a、24bの内径を前記径大頭部22b、23bの外径よりも径小に設けている。   Further, both ends 24a and 24b of the connecting pipe 24 are larger than the large-diameter heads 22b and 23b so that the large-diameter head 22b of the socket bar 22 and the large-diameter head 23b of the mounting bar 23 do not come out of the pipe. Even if a large pulling force is generated on the column due to an earthquake or a typhoon, the large diameter heads 22b, 23b are sufficiently countered so that the large diameter heads 22b, 23b do not come out of the connecting pipe 24. It has become. In the illustrated example, after inserting the large-diameter head portion 22b of the socket rod 22 and the large-diameter head portion 23b of the mounting rod 23 into the connecting tube 24, both end portions 24a and 24b of the connecting tube 24 are compressed into a hexagonal shape. By molding, the inner diameters of the both end portions 24a and 24b are smaller than the outer diameters of the large-diameter head portions 22b and 23b.

次に、以上のようにソケット棒の被螺合側端部と前記取付棒23の被取付側端部とが前記連結管内に抜け止め状態に遊嵌結合された補強金物21を用い、布基礎に埋め込まれたアンカーボルトの軸心と柱に取り付けられたホールダウン金物の取付穴の軸心がズレた場合について、アンカーボルトとホールダウン金物とを接合する作業について説明する。   Next, using the reinforcing hardware 21 in which the screwed side end of the socket bar and the mounted side end of the mounting bar 23 are loosely coupled in the connecting pipe in a state of being prevented from coming off as described above, An operation of joining the anchor bolt and the hole-down hardware when the axis of the anchor bolt embedded in the shaft and the axis of the mounting hole of the hole-down hardware attached to the column is displaced will be described.

まず、図1に示すように、布基礎11から土台13を通って突出するアンカーボルト12にソケット棒22のナット端部22aを螺合させる。   First, as shown in FIG. 1, the nut end 22 a of the socket bar 22 is screwed onto the anchor bolt 12 protruding from the fabric foundation 11 through the base 13.

次いで、ソケット棒22および前記取付棒23は、ソケット棒22および前記取付棒23の径大頭部22b、23bと連結管24の内周面との間に形成されるクリアランスの分だけ、図2中矢印C、Dで示すように連結管24に対して回動可能となっていることから、ナット端部22aの螺合によりアンカーボルト12の軸方向に向くソケット棒22に繋がる連結管24を柱14に固定されたホールダウン金物15の取付穴16の位置に向けて傾斜させる。   Next, the socket rod 22 and the mounting rod 23 are formed by the clearance formed between the large-diameter heads 22b and 23b of the socket rod 22 and the mounting rod 23 and the inner peripheral surface of the connecting pipe 24, as shown in FIG. Since it can rotate with respect to the connecting pipe 24 as shown by the middle arrows C and D, the connecting pipe 24 connected to the socket rod 22 facing the axial direction of the anchor bolt 12 by screwing of the nut end 22a is provided. The hole-down hardware 15 fixed to the column 14 is inclined toward the position of the mounting hole 16.

次いで、ソケット棒22および前記取付棒23の径大頭部22b、23bを、図2中矢
印A、Bで示すように連結管24内をスライドさせて、柱14に固定されたホールダウン
金物15の取付穴16の位置に取付棒23のネジ部23aが位置するように該補強金物21全体(全長)の長さ調節を行う。
Next, the large-diameter heads 22b and 23b of the socket bar 22 and the mounting bar 23 are slid in the connecting pipe 24 as shown by arrows A and B in FIG. The length of the entire reinforcing metal piece 21 (full length) is adjusted so that the screw portion 23a of the mounting rod 23 is positioned at the position of the mounting hole 16.

次いで、取付棒23を図2中矢印Dで示すように連結管24に対して回動させて、取付棒23の角度を取付穴16に挿入方向に合わせ、この後、取付棒23のネジ部23aをホールダウン金物15の取付穴16に挿入しナット26によって締め付け固定する。この際、取付穴16とナット26との間に傾斜面を有するワッシャー25を介在させて傾斜角度を調整することもでき、これにより、よりスムーズ、且つ確実なナット26の締め付けが可能となる。   Next, the mounting rod 23 is rotated with respect to the connecting tube 24 as indicated by an arrow D in FIG. 2, and the angle of the mounting rod 23 is adjusted to the insertion direction in the mounting hole 16. 23 a is inserted into the mounting hole 16 of the hole-down hardware 15 and is fastened and fixed by the nut 26. At this time, the angle of inclination can be adjusted by interposing a washer 25 having an inclined surface between the mounting hole 16 and the nut 26, thereby enabling smooth and reliable tightening of the nut 26.

本発明の補強金物を構成するソケット棒、取付棒および連結管の素材としては、地震や台風などによって建物にヨコ揺れが生じたときに柱に加わる応力にも十分に耐え得るものであるならば特に限定されず、鉄、鋼、アルミなどの金属類や、ABSなどの硬質プラスチックといった素材を用いることができる。また、本発明の補強金物を構成するソケット棒、取付棒および連結管の構造についても、地震や台風などによって建物にヨコ揺れが生じたときに柱に加わる応力に十分に耐え得るものであるならば特に限定されない。   The material of the socket rod, mounting rod and connecting pipe constituting the reinforcing hardware of the present invention is sufficient if it can sufficiently withstand the stress applied to the column when the building is swayed due to an earthquake or a typhoon. The material is not particularly limited, and materials such as metals such as iron, steel, and aluminum, and hard plastics such as ABS can be used. Also, the structure of the socket bar, mounting bar, and connecting pipe constituting the reinforcing hardware of the present invention should be able to sufficiently withstand the stress applied to the column when the building is shaken due to an earthquake or typhoon. If it does not specifically limit.

尚、本発明の補強金物にあっては、上に示した実施の形態に限定されるものではなく、特許請求の範囲に記載した範囲内で自由に変更して実施することができる。   The reinforcing hardware of the present invention is not limited to the embodiment shown above, and can be freely modified within the scope described in the claims.

本発明による補強金物を建造物に適用した例を示す斜視図。The perspective view which shows the example which applied the reinforcement metal fitting by this invention to a building. 本発明の補強金物を示す拡大断面図。The expanded sectional view which shows the reinforcement metal fitting of this invention. 従来の建造物において軸心のズレがない場合のアンカーボルトと柱のホールダウン金物との接合形態を示す斜視図。The perspective view which shows the joining form of the anchor bolt and the hole down metal fitting of a pillar when there is no shift | offset | difference of an axial center in the conventional building. 従来の建造物において僅かな軸心のズレがある場合のアンカーボルトと柱のホールダウン金物との接合形態を示す斜視図。The perspective view which shows the joining form of the anchor bolt and the hole down metal fitting of a pillar in case there exists slight axial center gap in the conventional building. 従来の建造物において大きな軸心のズレがある場合のアンカーボルトと柱のホールダウン金物との接合形態を示す斜視図。The perspective view which shows the joining form of the anchor bolt and the hole down metal fitting of a pillar in case there exists a big axial shift in the conventional building.

符号の説明Explanation of symbols

11 ・・・布基礎
12 ・・・アンカーボルト
13 ・・・土台
14 ・・・柱
15 ・・・ホールダウン金物
16 ・・・取付穴
22 ・・・ソケット棒
22a・・・ナット端部
22b・・・径大頭部
23 ・・・取付棒
23a・・・ネジ部
23b・・・径大頭部
24 ・・・連結管
24a、24b・・・端部
25 ・・・ワッシャー
26 ・・・ナット
DESCRIPTION OF SYMBOLS 11 ... Cloth foundation 12 ... Anchor bolt 13 ... Base 14 ... Pillar 15 ... Hole down hardware 16 ... Mounting hole 22 ... Socket rod 22a ... Nut edge part 22b・ ・ Diameter head 23 ・ ・ ・ Mounting rod 23a ・ ・ ・ Screw part 23b ・ ・ ・ Diameter head 24 ・ ・ ・ Connecting pipe 24a, 24b ・ ・ ・ End 25 ・ ・ ・ Washer 26 ・ ・ ・ Nut

Claims (2)

布基礎に埋め込まれたアンカーボルトに対し、軸心がずれた状態で柱に固定されたホールダウン金物を連結する補強金物であって、
前記アンカーボルトに螺合される螺合側端部に雌ネジを有するソケット棒と、前記ホールダウン金物に取り付けられる取付側端部に雄ネジを有する取付棒と、前記ソケット棒と取付棒とを連結する連結管と、からなり、
前記ソケット棒の被螺合側端部と前記取付棒の被取付側端部とが前記連結管内に抜け止め状態に遊嵌結合されていることにより、前記ソケット棒の被螺合側端部と前記取付棒の被取付側端部のそれぞれが、前記ソケット棒に対して回動可能であるとともに、前記連結管内部にスライド可能に構成され、
前記連結時に際して、
前記取付棒の雄ネジを前記ホールダウン金物の取付孔方向に向けるべく、前記取付棒及び前記ソケット棒の前記ホールダウン金物に対する傾斜角度を調節可能にすると共に、前記取付棒の雄ネジを前記ホールダウン金物の取付孔内に挿入すべく、前記ソケット棒の被螺合側端部と前記取付棒の被取付側端部とを、前記連結管内部にスライドさせることにより該補強金物の全体長さを調節可能にしたことを特徴とする補強金物。
Reinforcement hardware that connects the hole down hardware fixed to the column with the axis shifted from the anchor bolt embedded in the fabric foundation,
A socket rod with a female screw on the threaded end which is screwed into the anchor bolt, a mounting rod having a male thread into the mounting end attached to the hold-down hardware, and the socket bar and the mounting bar A connecting pipe that connects,
The threaded side end of the socket bar is loosely coupled to the threaded side end of the socket bar and the mounted side end of the mounting bar in a locking state in the connecting pipe, Each of the attached side end portions of the mounting rod is configured to be rotatable with respect to the socket rod and to be slidable inside the connecting pipe,
At the time of the connection,
In order to direct the male screw of the mounting rod toward the mounting hole of the hole-down hardware, the inclination angle of the mounting rod and the socket bar with respect to the hole-down hardware can be adjusted, and the male screw of the mounting rod is adjusted to the hole The entire length of the reinforcing hardware is slid by sliding the end of the socket bar to be screwed and the side of the mounting bar to be mounted into the connecting pipe to be inserted into the mounting hole of the down hardware. Reinforcement hardware characterized by making adjustment possible .
ソケット棒の被螺合側端部と取付棒の被取付側端部とにはそれぞれ径大頭部が設けられ、
連結管は前記ソケット棒および取付棒の径大頭部よりも大きな内径を有し、該連結管内周
面と前記ソケット棒および取付棒の径大頭部との間にはクリアランスが形成されるように
なっており、
さらに前記連結管両端部が前記径大頭部よりも径小に設けられていて、前記ソケット棒
および取付棒の径大頭部が前記連結管内から抜け止め状態に設けられていることを特徴と
する請求項1記載の補強金物。
A large-diameter head is provided at each of the socket-side end of the socket bar and the mounted-side end of the mounting bar,
The connecting pipe has a larger inner diameter than the large-diameter heads of the socket bar and the mounting bar, and a clearance is formed between the inner peripheral surface of the connecting pipe and the large-diameter heads of the socket bar and the mounting bar. And
Further, the both ends of the connecting pipe are provided smaller in diameter than the large-diameter head, and the large-diameter heads of the socket bar and the mounting bar are provided in a state of being prevented from being detached from the connecting pipe. The reinforcing metal fitting according to claim 1.
JP2006087593A 2006-03-28 2006-03-28 Reinforcement hardware Expired - Fee Related JP4878889B2 (en)

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JP4878889B2 true JP4878889B2 (en) 2012-02-15

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5133302B2 (en) * 2009-07-17 2013-01-30 株式会社カネシン Hole down hardware
JP5467983B2 (en) * 2009-10-02 2014-04-09 新日鉄住金エンジニアリング株式会社 Pile head joint structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003056062A (en) * 2001-08-20 2003-02-26 Tatsumi:Kk Connector connecting anchor bolt and holddown metallic material
JP2003064777A (en) * 2001-08-27 2003-03-05 Chiba Yohgyoh Co Ltd Coupling fittings for concrete block

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