JP3504253B1 - Hole-down metal fittings and method of connecting foundations and columns of buildings using the hole-down metal fittings - Google Patents

Hole-down metal fittings and method of connecting foundations and columns of buildings using the hole-down metal fittings

Info

Publication number
JP3504253B1
JP3504253B1 JP2002201240A JP2002201240A JP3504253B1 JP 3504253 B1 JP3504253 B1 JP 3504253B1 JP 2002201240 A JP2002201240 A JP 2002201240A JP 2002201240 A JP2002201240 A JP 2002201240A JP 3504253 B1 JP3504253 B1 JP 3504253B1
Authority
JP
Japan
Prior art keywords
hole
pillar
anchor bolt
building
fastening
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2002201240A
Other languages
Japanese (ja)
Other versions
JP2004044165A (en
Inventor
文三 堀内
雄次 笠原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tesac Corp
Original Assignee
Tesac Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tesac Corp filed Critical Tesac Corp
Priority to JP2002201240A priority Critical patent/JP3504253B1/en
Publication of JP2004044165A publication Critical patent/JP2004044165A/en
Application granted granted Critical
Publication of JP3504253B1 publication Critical patent/JP3504253B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

【要約】 【課題】 接続作業の現場で、容易且つ能率的にアンカ
ーボルトと建築物の柱とを接続できるホールダウン金具
と、そのホールダウン金具を用いた建築物の基礎と柱と
の接続方法を提供すること。 【解決手段】 本発明は、柱への固定部材2と、アンカ
ーボルトへの締結部材3と、この両部材2、3の接続部
材4とから構成されており、接続部材4の上部に固定部
材2を取付け、接続部材4の下部に上記締結部材3を取
付けて、全体を一体的に構成したホールダウン金具1
と、このホールダウン金具1を用いて、アンカーボルト
に上記締結部材3を、柱に上記固定部材2をそれぞれ取
付けて接続する方法である。
A hole-down fitting that can easily and efficiently connect an anchor bolt to a pillar of a building at a connection work site, and a method of connecting a foundation and a pillar of a building using the hole-down fitting. To provide. SOLUTION: The present invention comprises a fixing member 2 to a pillar, a fastening member 3 to an anchor bolt, and a connecting member 4 of the two members 2, 3, and a fixing member is provided on an upper portion of the connecting member 4. 2, the fastening member 3 is attached to the lower part of the connecting member 4, and the hole-down fitting 1 is integrally formed as a whole.
And using the hole-down fitting 1 to attach and connect the fastening member 3 to the anchor bolt and the fixing member 2 to the pillar.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、ホールダウン金具
及びそのホールダウン金具を用いた建築物の基礎と柱と
の接続方法に関し、さらに詳しくは、建築物の基礎に埋
設されたアンカーボルトと、建築物の柱とを接続するた
めのホールダウン金具及びそのホールダウン金具を用い
た建築物の基礎と柱との接続方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hole-down fitting and a method for connecting a building foundation and a pillar using the hole-down fitting, and more specifically, an anchor bolt embedded in the building foundation, The present invention relates to a hole-down fitting for connecting a pillar of a building and a method of connecting a building foundation and a pillar using the hole-down fitting.

【0002】[0002]

【従来の技術】建築物の基礎の上部に配置した土台に柱
を立設固定する際に、土台に対する柱の立設強度を向上
する手段としては、従来より種々のものが提供されてい
るが、いづれの場合も、柱に固着するホールダウン金物
と基礎に埋め込まれたアンカーボルトを接続するための
接続部材は、ホールダウン金物とは別個に構成されてい
る。
2. Description of the Related Art Conventionally, various means have been provided as means for improving the standing strength of a pillar with respect to a foundation when the pillar is erected and fixed to a foundation placed on the upper part of a building foundation. In any case, the connecting member for connecting the hole-down hardware fixed to the pillar and the anchor bolt embedded in the foundation is configured separately from the hole-down hardware.

【0003】従って、上記各部材を用いて土台に立設し
た柱の立設強度を向上するためには、柱にホールダウン
金物を固着する工程と、このホールダウン金物に接続部
材の上端部を取付ける工程と、接続部材の下端部に取付
けられている締結部材をアンカーボルトに締結する工程
が必要であるため、容易且つ能率的に接続作業を行ない
難く、接続現場のスペースが狭いことも相俟って、その
接続作業は著しく困難であるという問題がある。
Therefore, in order to improve the standing strength of the pillar erected on the foundation by using the above-mentioned members, the step of fixing the hole-down hardware to the pillar and the upper end of the connecting member to the hole-down hardware. Since the step of attaching and the step of fastening the fastening member attached to the lower end of the connection member to the anchor bolt are required, it is difficult to perform the connection work easily and efficiently, and the space at the connection site is narrow. However, there is a problem that the connection work is extremely difficult.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記の問題
を解決することを課題として開発されたものであって、
接続作業の現場において、接続部材の上端部をホールダ
ウン金物に取付ける工程を省き得て、著しく容易且つ能
率的にアンカーボルトと建築物の柱とを接続できるホー
ルダウン金具及びそのホールダウン金具を用いた建築物
の基礎と柱との接続方法を提供することを主要な目的と
する。
SUMMARY OF THE INVENTION The present invention was developed with the object of solving the above problems,
At the site of connection work, use the hole down metal fitting and its hole down metal fitting that can omit the step of attaching the upper end of the connection member to the hole down metal fitting and can connect the anchor bolt and the pillar of the building remarkably easily and efficiently. The main purpose is to provide a method for connecting the foundations of existing buildings to columns.

【0005】[0005]

【課題を解決するための手段】上記の課題を解決し、そ
の目的を達成する手段として、本発明は、建築物の基礎
に埋設されたアンカーボルトと建築物の柱とを接続する
ためのホールダウン金具であって、柱への取付孔を備え
た固定部材と、アンカーボルトへの締結部材と、この固
定部材と締結部材とを接続するためのワイヤロープから
成る接続部材とから構成されており、接続部材の上部に
は上記固定部材が一体的に取付けられており、接続部材
の下部には上記締結部材が一体的に取付けられていて、
これらの三部材を予め一体的に構成し、且つ該締結部材
を接続部材とは無関係に独自に回転可能に構成したこと
を特徴とするホールダウン金具を提供するものである。
As a means for solving the above problems and achieving the object, the present invention provides a hole for connecting an anchor bolt embedded in a foundation of a building and a pillar of the building. A down metal fitting, which includes a fixing member having a mounting hole for a pillar, a fastening member for an anchor bolt, and a wire rope for connecting the fixing member and the fastening member.
Are composed of a composed connecting member, the upper part of the connecting member and the fixing member is integrally attached, the lower portion of the connecting member said fastening member is not integrally attached,
The present invention provides a hole down fitting characterized in that these three members are integrally configured in advance, and the fastening member is independently rotatable regardless of the connecting member.

【0006】また、上記の課題を解決し、その目的を達
成する手段として、本発明は、建築物の基礎に埋設され
たアンカーボルトと建築物の柱との接続方法であって、
柱への取付孔を備えた固定部材と、アンカーボルトへの
締結部材と、この固定部材と締結部材とを接続するため
ワイヤロープから成る接続部材とから構成され、接続
部材の上部には上記固定部材が一体的に取付けられてお
り、接続部材の下部には上記締結部材が一体的に取付け
られていて、これらの三部材を予め一体的に構成し、且
つ該締結部材を接続部材とは無関係に独自に回転可能に
構成したホールダウン金具を用いて、アンカーボルトに
上記締結部材を取り付けると共に、柱に上記固定部材を
取付けて接続することを特徴とする建築物の基礎と柱と
の接続方法を提供するものである。
As a means for solving the above problems and achieving the object, the present invention is a method for connecting an anchor bolt embedded in a foundation of a building and a pillar of the building,
It is composed of a fixing member having a mounting hole for a pillar, a fastening member for an anchor bolt, and a connecting member made of a wire rope for connecting the fixing member and the fastening member. The fixing member is integrally attached, and the fastening member is integrally attached to the lower part of the connecting member. These three members are integrally configured in advance, and the fastening member is referred to as the connecting member. Connection between the foundation of the building and the pillar, which is characterized by attaching the above-mentioned fastening member to the anchor bolt and connecting the above-mentioned fixing member to the pillar by using the hole down metal fittings that are independently rotatable. It provides a method.

【0007】[0007]

【発明の実施の形態】以下に、請求項1及び請求項2に
記載した本発明の主要な実施の形態について説明する。
図1及び図2は本発明に係るホールダウン金具の実施
態を示しており、この実施の形態では、ホールダウン
金具1は、建築物の柱への固定部材2と、建築物の基礎
に埋設されたアンカーボルトへの締結部材3と、上記固
定部材2と締結部材3とを接続するためのワイヤロープ
から成る接続部材4とから構成されており、この接続部
材4の上部に上記固定部材2を取付けると共に、接続部
材4の下部に上記締結部材3を取付けて、これらの三つ
の部材2、3、4を一体的に構成してある。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the first and second aspects will be described.
The main embodiments of the present invention described will be described.
1 and 2 show the implementation of the hole-down fitting according to the present invention.
Shows the shape condition, in this embodiment, hold-down bracket 1 includes a fixed member 2 to the pillars of a building, a fastening member 3 to foundation buried anchor bolt of buildings, the fixing member Wire rope for connecting 2 and the fastening member 3
And the fastening member 3 is attached to the lower portion of the connecting member 4 to attach the fixing member 2 to the upper portion of the connecting member 4. 4 are integrally configured.

【0008】上記固定部材2は、柱の側面に取付けるた
めの縦ながの長方形状金属板2aに複数の取付孔2bを
設けると共に、該金属板2aの正面下方部に下方を開口
したソケット2cを溶接手段により一体的に設けて構成
されている。
The fixing member 2 is provided with a plurality of mounting holes 2b in a vertical rectangular metal plate 2a for mounting on the side surface of a pillar, and a socket 2c having a downward opening at the lower front portion of the metal plate 2a. Are integrally provided by welding means.

【0009】また、上記締結部材3は、スリーブ5aと
該スリーブ5a内に回転可能に緩挿された稍々短いソケ
ット5bとを主要部材として構成されており、スリーブ
5aの上端には内向フランジ5a1が設けられて、ソケ
ット5bがスリーブ5aの上端から抜脱しないように構
成されている。
The fastening member 3 is mainly composed of a sleeve 5a and a slightly short socket 5b rotatably loosely inserted in the sleeve 5a, and an inward flange 5a1 is provided at the upper end of the sleeve 5a. Is provided to prevent the socket 5b from being pulled out from the upper end of the sleeve 5a.

【0010】また、上記接続部材4は、ワイヤロープ4
aで構成されており、このワイヤロープ4aの一端部を
固定部材2のソケット2cに挿通し、ソケット2cをカ
シメてワイヤロープ4aの上部に固定部材2を一体的に
取付けると共に、ワイヤロープ4aの他端部を締結部材
3のソケット5内にカシメ手段により挿着してあり、上
記スリーブ5aは、ソケット5bとワイヤロープ4aと
は無関係に独自に自由に回転できるように構成されてい
る。
The connecting member 4 is the wire rope 4
a, the one end of the wire rope 4a is inserted into the socket 2c of the fixing member 2 and the socket 2c is crimped to integrally attach the fixing member 2 to the upper portion of the wire rope 4a. The other end is inserted into the socket 5 of the fastening member 3 by caulking means, and the sleeve 5a is configured to be independently rotatable independently of the socket 5b and the wire rope 4a.

【0011】また、締結部材3の上記スリーブ5aの下
部内面には右回りの雌ネジ5cと、この雌ネジ5cに螺
合する雄ネジ5dを上方に突設したナット5eが設けら
れていて、該ナット5eの雄ネジ5dを上記雌ネジ5c
の途中まで螺合して、ホールダウン金具1を構成したも
のである。
On the inner surface of the lower portion of the sleeve 5a of the fastening member 3, there are provided a clockwise female screw 5c and a nut 5e having a male screw 5d screwed to the female screw 5c protruding upward. The male screw 5d of the nut 5e is replaced with the female screw 5c described above.
The hole-down fitting 1 is configured by being screwed halfway.

【0012】上記のように構成された本発明に係るホー
ルダウン金具1の実施の形態の使用状態を作用、効果と
共に説明すれば、図4に略示するように、建物の基礎に
埋設されて、上端を土台(イ)から突出させたアンカー
ボルト(ロ)に締結部材3のナット5eを螺合(図3参
照)した後、ホールダウン金具1の固定部材2の金属板
2aを建物の土台(イ)上に立設された柱(ハ)の所要
の位置に、取付孔2bを介してビスなどにより固着し
て、ワイヤロープ4aによりアンカーボルト(ロ)と柱
(ハ)とを接続する。
The use state of the embodiment of the hole-down fitting 1 according to the present invention constructed as described above will be explained together with the function and effect. As shown in FIG. 4, it is embedded in the foundation of a building. After the nut 5e of the fastening member 3 is screwed into the anchor bolt (b) whose upper end is projected from the base (a) (see FIG. 3), the metal plate 2a of the fixing member 2 of the hole-down fitting 1 is attached to the base of the building. (A) The pillar (c) is erected at a required position on the pillar (c) through a mounting hole 2b, and the anchor bolt (b) and the pillar (c) are connected by a wire rope 4a. .

【0013】次に、アンカーボルト(ロ)に螺合したナ
ット5eを、図3に示すように、矢印方向にさらに回転
させてねじ込むと、ターンバックル作用により、スリー
ブ5aの雌ネジ5cに途中まで螺合してある雄ネジ5d
も、スリーブ5aの雌ネジ5c内にねじ込まれてスリー
ブ5a及びソケット5bと共にワイヤロープ4aを引き
寄せるため、この引き寄せ張力によりワイヤロープ4a
によるアンカーボルト(ロ)と柱(ハ)の接続を必要且
つ十分に調節された接続力で接続できると共に、従来の
ように、接続作業の現場において、接続部材の上端部を
ホールダウン金物に取付ける工程を省き得て、著しく容
易且つ能率的にアンカーボルトと建築物の柱とを接続で
きる利点がある。
Next, as shown in FIG. 3, the nut 5e screwed into the anchor bolt (b) is further rotated in the direction of the arrow to be screwed in, and the turnbuckle action causes the female screw 5c of the sleeve 5a to partially reach. Male screw 5d screwed together
Is also screwed into the female screw 5c of the sleeve 5a to draw the wire rope 4a together with the sleeve 5a and the socket 5b.
Anchor bolt (b) and pillar (c) can be connected with a necessary and sufficiently adjusted connection force, and the upper end of the connection member can be attached to the hole-down hardware at the connection work site as in the past. There is an advantage that the process can be omitted and the anchor bolt and the pillar of the building can be connected extremely easily and efficiently.

【0014】また、この実施の形態によれば、ワイヤロ
ープ4aを挿着したソケット5bに対してスリーブ5a
を回転自由に構成してあるので、ホールダウン金具1の
ワイヤロープ4aによるアンカーボルト(ロ)と柱
(ハ)の接続を、必要且つ十分に調節された接続力で接
続できる効果、及びアンカーボルト(ロ)への接続部材
3のナット5eの締め込み量が増大しても、ワイヤロー
プ4aの撚りに変化を生じるおそれがない効果、並びに
アンカーボルト(ロ)の突出位置が所定の位置と多少相
違していても、その相違に対応して支障なく接続できる
等の効果を一層向上できるものである。
Further, according to this embodiment , the sleeve 5a is fitted to the socket 5b into which the wire rope 4a is inserted.
Since it is configured to rotate freely, the effect of being able to connect the anchor bolt (b) and the pillar (c) by the wire rope 4a of the hole-down fitting 1 with a necessary and sufficiently adjusted connecting force, and the anchor bolt Even if the tightening amount of the nut 5e of the connecting member 3 to (b) is increased, the effect that the twist of the wire rope 4a is not changed, and the protruding position of the anchor bolt (b) is slightly different from the predetermined position. Even if they are different, it is possible to further improve the effects such as connection without any trouble in response to the difference.

【0015】以上、本発明の主要な実施の形態について
説明したが、本発明は、これらの実施の形態に限定され
るものではなく、本発明の目的を達成でき且つ本発明の
要旨を逸脱しない範囲内での設計的変更は可能であっ
て、これらの設計的変更も全て本発明の特許請求の範囲
に含まれるものである。
The main embodiments of the present invention have been described above, but the present invention is not limited to these embodiments, the object of the present invention can be achieved, and the gist of the present invention is not deviated. Design changes can be made within the scope, and all these design changes are also included in the claims of the present invention.

【0016】[0016]

【発明の効果】請求項1及び請求項2に記載された発明
は、柱への取付孔を備えた固定部材と、アンカーボルト
への締結部材と、この固定部材と締結部材とを接続する
ためのワイヤロープから成る接続部材との三部材を予め
一体的に構成し、且つ該締結部材を接続部材とは無関係
に独自に回転可能に構成したホールダウン金具及びその
ホールダウン金具を用いた建築物の基礎と柱との接続方
法に係るものであるから、次の効果を奏する。(1)
定部材(ホールダウン金物)と接続部材とを別個に構成
した従来技術に較べて、狭いスペースの施工現場におけ
る建築物の基礎と柱との接続作業を著しく容易且つ能率
的に達成できる。(2)接続部材をワイヤロープにより
構成すると共に、締結部材をワイヤロープから成る接続
部材とは無関係に独自に回転可能に構成したので、前記
実施の形態の項で詳述した理由により、アンカーボルト
の埋設位置が所定の位置から多少ずれて変位しているよ
うな場合であっても、これに対処して上記の接続を必要
且つ十分に調節された接続力で支障なく達成できる多大
な効果がある。
The invention described in claims 1 and 2 is for connecting a fixing member having a mounting hole to a pillar, a fastening member to an anchor bolt, and the fixing member and the fastening member. And a building using the hole-down fitting in which the three members of the wire rope and the connecting member are integrally configured in advance and the fastening member is independently rotatable regardless of the connecting member. Since it relates to the method of connecting the foundation and the pillar, it has the following effects. (1) Compared to the conventional technology in which the fixing member (hole-down hardware) and the connecting member are separately configured, the work of connecting the foundation of the building and the pillar can be achieved significantly easily and efficiently in the construction site of a narrow space. It (2) Connect the connecting member with wire rope
Constituting and connecting the fastening members consisting of wire rope
Since it is configured so that it can rotate independently of the members,
For the reason detailed in the embodiment section, even if the embedded position of the anchor bolt is displaced from the predetermined position, it is necessary to deal with this and make the above connection.
In addition, there is a great effect that can be achieved without trouble with a connection force that is sufficiently adjusted .

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施の形態を示す正面図である。FIG. 1 is a front view showing an embodiment of the present invention.

【図2】その要部の縦断正面図である。FIG. 2 is a vertical sectional front view of a main part thereof.

【図3】そのソケット部に設けたナット部とアンカーボ
ルトの螺合状態を示す簡略説明図である。
FIG. 3 is a simplified explanatory view showing a screwed state of a nut portion and an anchor bolt provided in the socket portion.

【図4】この実施の形態の使用状態を示す説明図であ
る。
FIG. 4 is an explanatory diagram showing a usage state of this embodiment.

【符号の説明】[Explanation of symbols]

1 ホールダウン金具 2 固定部材 2a 金属板 2b 取付孔 2c ソケット 3 締結部材 4 接続部材 4a ワイヤロープ 5a スリーブ 5b ソケット 5a1 内向きフランジ 5c 雌ネジ 5d 雄ネジ 5e ナット 1 hole down metal fittings 2 fixing members 2a Metal plate 2b mounting hole 2c socket 3 fastening members 4 connection members 4a wire rope 5a sleeve 5b socket 5a1 Inward flange 5c female screw 5d male screw 5e nut

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開2001−279830(JP,A) 特開 平10−61010(JP,A) 特開2001−65050(JP,A) 特開2001−123530(JP,A) 登録実用新案3022169(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04B 1/26 E04B 1/38 - 1/60 ─────────────────────────────────────────────────── ─── Continuation of front page (56) References JP 2001-279830 (JP, A) JP 10-61010 (JP, A) JP 2001-65050 (JP, A) JP 2001-123530 (JP , A) Registered utility model 3022169 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) E04B 1/26 E04B 1/38-1/60

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建築物の基礎に埋設されたアンカーボル
トと建築物の柱とを接続するためのホールダウン金具で
あって、柱への取付孔を備えた固定部材と、アンカーボ
ルトへの締結部材と、この固定部材と締結部材とを接続
するためのワイヤロープから成る接続部材とから構成さ
れており、接続部材の上部には上記固定部材が一体的に
取付けられており、接続部材の下部には上記締結部材が
一体的に取付けられていて、これらの三部材を予め一体
的に構成し、且つ該締結部材を接続部材とは無関係に独
自に回転可能に構成したことを特徴とするホールダウン
金具。
1. A hole-down metal fitting for connecting an anchor bolt embedded in a foundation of a building and a pillar of the building, which comprises a fixing member having a mounting hole for the pillar and fastening to the anchor bolt. And a connecting member made of a wire rope for connecting the fixing member and the fastening member. The fixing member is integrally attached to an upper portion of the connecting member and a lower portion of the connecting member. The fastening member is integrally attached to the hole, and these three members are integrally formed in advance, and the fastening member is independently rotatable regardless of the connecting member. Down metal fittings.
【請求項2】 建築物の基礎に埋設されたアンカーボル
トと建築物の柱との接続方法であって、柱への取付孔を
備えた固定部材と、アンカーボルトへの締結部材と、こ
の固定部材と締結部材とを接続するためのワイヤロープ
から成る接続部材とから構成され、接続部材の上部には
上記固定部材が一体的に取付けられており、接続部材の
下部には上記締結部材が一体的に取付けられていて、こ
れらの三部材を予め一体的に構成し、且つ該締結部材を
接続部材とは無関係に独自に回転可能に構成したホール
ダウン金具を用いて、アンカーボルトに上記締結部材を
取付けると共に、柱に上記固定部材を取付けて接続する
ことを特徴とする建築物の基礎と柱との接続方法。
2. A method of connecting an anchor bolt embedded in a foundation of a building and a pillar of a building, comprising: a fixing member having a mounting hole for the pillar; a fastening member to the anchor bolt; Wire rope for connecting members and fastening members
And the fastening member is integrally attached to the lower part of the connection member, and the fastening member is integrally attached to the lower part of the connection member. Attach the fastening member to the anchor bolt and the fixing member to the pillar by using the hole down metal fitting that is integrally configured in advance and is configured to be rotatable independently of the connecting member. A method of connecting a building foundation and a pillar, which is characterized by connecting.
JP2002201240A 2002-07-10 2002-07-10 Hole-down metal fittings and method of connecting foundations and columns of buildings using the hole-down metal fittings Expired - Fee Related JP3504253B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002201240A JP3504253B1 (en) 2002-07-10 2002-07-10 Hole-down metal fittings and method of connecting foundations and columns of buildings using the hole-down metal fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002201240A JP3504253B1 (en) 2002-07-10 2002-07-10 Hole-down metal fittings and method of connecting foundations and columns of buildings using the hole-down metal fittings

Publications (2)

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JP2004044165A JP2004044165A (en) 2004-02-12
JP3504253B1 true JP3504253B1 (en) 2004-03-08

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4669954B2 (en) * 2005-12-22 2011-04-13 株式会社アクト Hole down anchor
JP4591891B2 (en) * 2006-07-11 2010-12-01 株式会社日本衛生センター Tensile member fixture and tension member with fixture

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3022169U (en) 1995-08-30 1996-03-22 正弘 安斎 Joining hardware for wooden construction

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3022169U (en) 1995-08-30 1996-03-22 正弘 安斎 Joining hardware for wooden construction

Also Published As

Publication number Publication date
JP2004044165A (en) 2004-02-12

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