JPH0735608U - Ceramic insert nut - Google Patents

Ceramic insert nut

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Publication number
JPH0735608U
JPH0735608U JP6659593U JP6659593U JPH0735608U JP H0735608 U JPH0735608 U JP H0735608U JP 6659593 U JP6659593 U JP 6659593U JP 6659593 U JP6659593 U JP 6659593U JP H0735608 U JPH0735608 U JP H0735608U
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Japan
Prior art keywords
nut
support bolt
insertion hole
cylinder
nut base
Prior art date
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Application number
JP6659593U
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Japanese (ja)
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JP2510069Y2 (en
Inventor
誠 笹本
Original Assignee
所沢工業株式会社
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Priority to JP6659593U priority Critical patent/JP2510069Y2/en
Publication of JPH0735608U publication Critical patent/JPH0735608U/en
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Abstract

(57)【要約】 〔目的〕 ヒビ割れが奥端まで達しないコンクリートに
埋設するインサートナットを提供する。 〔構成〕 セラミックス部材にて奥部に雌ネジ3を刻設
する支持ボルト用挿入孔2を配設した筒体4を形成する
と共に、該筒体4の末端に長手方向に直交する鍔状抵抗
板5を設け、且つ筒体4の外周に筒端から末端となる抵
抗板縁に達する複数本の三角状回り止めリブ片6を突設
してナット基体部1とし、前記ナット基体部1の筒端面
と、セラミックス部材にて形成した支持ボルト用挿入孔
7を配設する剪断対策用筒体部8の筒端面を接着剤9を
もって当接接続し1本のナット構成としてなり、コンク
リート打設時に支持ボルト用挿入孔内への浸透流入がな
く、使用時における筒体部8に生ずるヒビ割れが奥方の
ナット基体部1まで達せず引張力が低下せず、且つナッ
ト基体部1は抵抗板5と三角状回り止めリブ片6にて最
大の投錨効果を得、回動力も阻止できる。
(57) [Summary] [Purpose] To provide an insert nut to be embedded in concrete whose crack does not reach the deep end. [Structure] A ceramic member is formed with a cylindrical body 4 in which a support bolt insertion hole 2 for engraving an internal thread 3 is formed, and at the end of the cylindrical body 4, a collar-shaped resistor orthogonal to the longitudinal direction is formed. A plate 5 is provided, and a plurality of triangular anti-rotation rib pieces 6 reaching the end of the resistance plate from the cylinder end to the end are projectingly provided on the outer periphery of the cylinder body 4 to form a nut base body portion 1. The end face of the cylinder and the end face of the shear-preventing cylinder 8 having the insertion hole 7 for the support bolt formed of a ceramic member are abutted and connected with an adhesive 9 to form a single nut structure. At times, there is no permeation and inflow into the insertion hole for the support bolt, cracks that occur in the tubular portion 8 during use do not reach the inner nut base portion 1 and the tensile force does not decrease, and the nut base portion 1 is a resistance plate. 5 and the triangular anti-rotation rib piece 6 get the maximum anchoring effect, The turning power can also be stopped.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案はコンクリート面等に突設する支持ボルトの埋設支持部材となるセラ ミックス製インサートナットに関するもである。 The present invention also relates to a ceramic insert nut that serves as an embedded support member for a support bolt protruding from a concrete surface or the like.

【0002】[0002]

【従来の技術】[Prior art]

一般に、土木構築,建築等においてコンクリート打設時に予め型枠の内側に配 置して埋設する支持ボルト用(アンカーボルト態様)となるインサートナットは 、旧くは内部に雌ネジを切った単なる筒状を呈する金属製インサートナットが主 流となっていたが、金属製インサートナットでは長期使用において、コンクリー ト埋設使用では錆,腐食を招きボルト支持が確実とならず、所謂ガタを生じ易く 、延いてはボルトが抜け落ちる虞れもあった。このため、近時はセラミックス加 工の発展に伴い腐食のないセラミックス製インサートナットが提供されるに及ん でいる。 Generally, in civil engineering construction, construction, etc., insert nuts for support bolts (anchor bolt mode) that are placed and buried inside the formwork in advance when placing concrete are, in the old days, simply cylindrical with internal threads. Although metal insert nuts exhibiting the above have been the mainstream, metal insert nuts lead to rust and corrosion when used in a concrete embedded state for a long period of time, resulting in uncertain bolt support and so-called rattling. There was a risk that the bolt would fall out. For this reason, in recent years, ceramic insert nuts that do not corrode have been provided with the development of ceramics processing.

【0003】 例えば、従来知られているセラミックス製インサートナットとしては、特公平 3−35456号公報にあるように基端(奥端)内部に雌ネジを設けると共に、 外周に投錨効果をもたせるためのテーパー部を形成した所定長さをもつ一体構造 となっている。For example, as a conventionally known ceramic insert nut, as disclosed in Japanese Patent Publication No. 3-35456, a female screw is provided inside the base end (back end) and an anchoring effect is provided on the outer periphery. It has an integral structure with a predetermined length and a tapered portion.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかし、セラミックス製インサートナットとしても問題がない訳でもない。セ ラミックス製品で問題な点は、どこか一箇所にヒビが入ると製品全体にヒビが広 がる欠陥を含んでいる。即ち、インサートナットに掛かる負荷としては、主とし て装着する支持ボルトを螺合する雌ネジ部分に生ずる引張力と、インサートナッ ト口縁に掛かる横荷重で生ずる剪断力に耐えねばならない。仮に、インサートナ ットに支持ボルトを装着した場合、コンクリート面に臨むインサートナットの筒 部口縁に掛かる剪断力でヒビが起こると、一体構造タイプでは埋設内部に位置す る奥端のテーパー部に至る長手方向全域にヒビが及ぶものとなり、延いては支持 ボルトを螺合する雌ネジ部分の螺合把持も緩み所定の引張力が減じ、支持ボルト が抜け落ちる虞れがある(勿論、セラミックスの素材であるアルミナの純度を1 00%近くまで高めれば曲げ強さ等が向上するが、高価すぎて採算が取れない) 。 However, the ceramic insert nut is not without problems. A problem with ceramic products is that if a crack is found in one place, it will spread throughout the product. That is, as the load applied to the insert nut, it is necessary to endure the tensile force generated in the female screw portion for screwing the support bolt that is mainly mounted and the shearing force generated by the lateral load applied to the edge of the insert nut. If a support bolt is attached to the insert nut, if the shearing force applied to the rim of the cylindrical part of the insert nut facing the concrete surface causes cracks, the taper at the deep end located inside the embedded structure in the integrated structure type There is a risk of cracks extending over the entire length of the support bolt, and by extension the threaded grip of the female screw part that engages the support bolt will also loosen and the prescribed tensile force will decrease, causing the support bolt to fall out (of course If the purity of alumina, which is the material, is increased to nearly 100%, the bending strength etc. will improve, but it will be unprofitable because it is too expensive).

【0005】 なお、この種のインサートナットとして、長手方向前後に分けた分割タイプも あるが、従来の分割型インサートナットの目的は、コンクリート埋設深さに対応 させるため、一部(前側筒部)の長さを選定し得る長さの異なる複数本の筒体を 備え着脱自在とする構成を採っている。この場合、使用に際し分割部分にプラス チック製カラーを嵌合介在して接続状態を保つ構造であり、このため、どうして もカラー嵌合部にガタがあり、コンクリート打設時にこのコンクリートミルクが 接続間隙から内部に浸透流入し支持ボルト用挿入孔を塞ぐことが多々あり、コン クリート養生後の作業用ボルトを外した後の支持ボルトの挿入ができず、補修作 業を余儀なくされる。[0006] As this type of insert nut, there is a split type that is divided into the front and rear in the longitudinal direction, but the purpose of the conventional split type insert nut is to partially (front side cylinder part) in order to correspond to the concrete burial depth. It is equipped with multiple cylinders of different lengths that can be selected, and is removable. In this case, when using it, the structure is to keep the connection state by fitting the plastic collar at the split part.Therefore, there is some play in the collar fitting part, and when the concrete is placed, this concrete milk is connected to the connection gap. In many cases, it infiltrates into the inside to block the insertion hole for the support bolt, and the support bolt cannot be inserted after removing the work bolt after concrete curing, which necessitates repair work.

【0006】 本考案は上記実情に鑑み、インサートナットを接着剤で着ける分割構造とし、 ヒビ割れ現象を最小限とし、所定引張力に耐え、ボルト挿入孔へのコンクリート 詰まりを招かないセラミックス製インサートナットを提供することを目的とした ものである。In view of the above situation, the present invention has a split structure in which the insert nut is attached with an adhesive to minimize the cracking phenomenon, withstand a predetermined tensile force, and prevent the plug hole from being clogged with concrete. The purpose is to provide.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

本考案では、セラミックス部材にて奥部に雌ネジを刻設する支持ボルト用挿入 孔を配設した筒体を形成すると共に、該筒体の末端に長手方向に直交する鍔状抵 抗板を設け、且つ筒体の外周に筒端から末端となる抵抗板縁に達する複数本の三 角状回り止めリブ片を突設してナット基体部とし、前記ナット基体部の筒端面と 、セラミックス部材にて形成した支持ボルト用挿入孔を配設する剪断対策用筒体 部の筒端面を接着剤をもって当接接続し1本のナット構成としてなるものである 。 According to the present invention, a ceramic body is formed with a support bolt insertion hole for engraving a female screw in the back, and a flange-shaped resistance plate orthogonal to the longitudinal direction is formed at the end of the cylinder body. A nut base portion is provided by projecting a plurality of triangular anti-rotation rib pieces extending from the cylinder end to the end of the resistance plate on the outer periphery of the cylinder body to form a nut base portion, and the cylinder end surface of the nut base portion, and a ceramic member. The nut end structure is formed by abutting and connecting the cylinder end surface of the shear-preventing cylinder portion, in which the support bolt insertion hole is formed, with an adhesive.

【0008】[0008]

【作用】[Action]

上記のように、セラミックス部材で雌ネジ付き筒体端に鍔状抵抗板と外周に三 角状回り止めリブ片を複数枚突設したナット基体部と、所定長さをもつ同部材の 剪断対策筒体部となる2部品を接着剤をもって1本のナットとしているため、使 用において単なる分割構造と異なり作業用ボルトの装着が簡単にでき、且つコン クリート打設に当たって接続部(継ぎ目)が接着剤で着けているのでコンクリー トミルクの浸透流入がない。また、ナット基体部は末端に直交の鍔状抵抗板と外 周に順次傾斜する三角状回り止めリブ片を複数枚配しているため、この各谷溝部 にコンクリートが回り込んで固まり最大の投錨効果を得、且つ回転方向のずれも なく、支持ボルトに生ずる引張力に耐える。また、支持ボルト装着時のナット口 縁となる剪断対策用筒体部に大なる剪断力が掛かり、仮に該筒体部にヒビ割れが 起こっても、該筒体部のみで剪断力を受けつ結果となり、ナット本体となるナッ ト基端部まで直接ヒビ割れが達せず螺合度に緩みを招かず、所定引張力に支障を 来さず抜け落ちの虞れもない。 As described above, the ceramic member is a flanged resistance plate at the end of the female threaded cylinder body, the nut base part is formed by projecting a plurality of triangular detent rib pieces on the outer circumference, and measures against shearing of the same member with a specified length. The two parts that form the cylindrical body are made into one nut with an adhesive, so unlike the simple split structure in use, the work bolts can be easily attached, and the connection part (seam) is bonded when concrete is laid. There is no permeation inflow of concrete milk because it is applied with an agent. In addition, since the nut base has a brim-shaped resistance plate orthogonal to the end and a plurality of triangular anti-rotation rib pieces that incline to the outer periphery in sequence, concrete wraps around each valley groove and solidifies to maximize anchorage. It is effective and can withstand the tensile force generated in the support bolt without any deviation in the direction of rotation. In addition, even if a large shearing force is applied to the shear-preventing cylinder portion that is the nut edge when the support bolt is attached, and even if a crack occurs in the cylinder portion, only the cylinder portion receives the shearing force. As a result, cracks do not directly reach the nut base end portion that is the nut body, the screwing degree is not loosened, the prescribed tensile force is not hindered, and there is no risk of falling out.

【0009】[0009]

【実施例】【Example】

以下、本考案を実施例の図面に基づいて説明すれば、次の通りである。 The present invention will be described below with reference to the drawings of the embodiments.

【0010】 図は抵抗板を円盤構造としたインサートナットの実施例を示し、1はアルミナ 素材のセラミック部材にて中央に支持ボルト用挿入孔2を配設しこの奥部に雌ネ ジ3を適宜山数刻設した所定長さをもつ筒体4を形成すると共に、該筒体4の末 端に長手方向に直交する鍔状抵抗板5を突設し、且つ筒体4の外周に筒端4aか ら末端となる抵抗板縁5aに達する補強兼用の三角状回り止めリブ片6を複数枚 (図示にあっては、四方へ4枚)を突設したナット基体部であり、該ナット基体 部1の筒端面1aと、セラミック部材にて形成した中央に支持ボルト用挿入孔7 を配設する剪断対策用筒体部8の筒端面8aとをセラミックスが着く所定の接着 剤9をもつて突き合わせの当接接続とし、1本のインサートナット10を構成す る。この場合、筒体4の雌ネジ3の内径は挿入孔2の内径より小さく設定してい る。11はナット基体部1の雌ネジ3の末端開口を塞ぐプラスチック製等よりな るキャップを示す。FIG. 1 shows an embodiment of an insert nut having a disc-shaped resistance plate. Reference numeral 1 is a ceramic member made of an alumina material, and an insertion hole 2 for a support bolt is arranged at the center, and a female screw 3 is provided at the inner portion thereof. A cylindrical body 4 having a predetermined length in which the number of peaks is appropriately cut is formed, and a flange-shaped resistance plate 5 orthogonal to the longitudinal direction is projectingly provided at a rear end of the cylindrical body 4, and a cylindrical body is provided on an outer periphery of the cylindrical body 4. It is a nut base portion formed by projecting a plurality of triangular anti-rotation rib pieces 6 (4 pieces in four directions in the figure) also for reinforcement, which reach from the end 4a to the end of the resistance plate edge 5a. A predetermined adhesive 9 is attached to the cylinder end surface 1a of the base body 1 and the cylinder end surface 8a of the shear-preventing cylinder body portion 8 in which a support bolt insertion hole 7 is formed in the center formed of a ceramic member. To form a single insert nut 10. . In this case, the inner diameter of the female screw 3 of the cylindrical body 4 is set smaller than the inner diameter of the insertion hole 2. Reference numeral 11 denotes a cap made of plastic or the like for closing the end opening of the female screw 3 of the nut base portion 1.

【0011】 いまこの作用を説明すると、先ずこのセラミック製インサートナット10の成 形に当たっては、分割構成となるナット基体部1と筒体部8を別個に形成し、双 方を接着剤9で接着し1体とする。Explaining this action now, first, in forming the ceramic insert nut 10, the nut base portion 1 and the cylindrical body portion 8 which are divided structures are separately formed, and the two are bonded with an adhesive agent 9. And one body.

【0012】 ここにおいて、擁壁,建物壁等のコンクリート面構築に際するコンクリート型 枠(図示せず)内の所定埋設位置へのセットにおいて、所定の作業用支持ボルト (図示せず)をもってインサートナット10の筒体4の端面が型枠に臨むように セットする。この場合、インサートナット10は2部品(ナット基体部1と筒体 部8)が接着剤9にて一体としてなるため、中間接続部分に間隙を生ぜず、従っ て、コンクリート型枠内にコンクリート打設を行っても、コンクリートミルクが 接続部から支持ボルト用挿入孔7へ浸透流入することはない。また、ナット基体 部1の外周の三角状回り止めリブ片6間に形成される谷溝部13にもコンクリー トがくまなく流れ込み確実な埋設状態となる。[0012] Here, when setting a predetermined embedding position in a concrete formwork (not shown) when constructing a concrete surface such as a retaining wall or a building wall, insert with a predetermined work support bolt (not shown). The nut 10 is set so that the end surface of the tubular body 4 faces the mold. In this case, since the insert nut 10 has two parts (the nut base portion 1 and the tubular portion 8) integrated with the adhesive 9, no gap is created in the intermediate connecting portion, and accordingly, the concrete casting is performed in the concrete formwork. Even if the installation is performed, concrete milk does not permeate into the support bolt insertion hole 7 from the connection portion. Further, the concrete flows all over into the troughs 13 formed between the triangular detent rib pieces 6 on the outer periphery of the nut base portion 1 to ensure a reliable buried state.

【0013】 この後(コンクリート埋設工程後)、前記作業用支持ボルトを外して所定の支 持ボルト12を螺挿するが、この場合、ナット基体部1の挿入孔2及び雌ネジ3 と筒体部8の挿入孔7内にはコンクリートの流入がなく孔塞がりがないため、支 持ボルト12の挿入に支障を来さない。After this (after the concrete burying step), the work support bolt is removed and a predetermined support bolt 12 is screwed in. In this case, the insertion hole 2 of the nut base 1 and the female screw 3 and the tubular body are Since concrete does not flow into the insertion hole 7 of the portion 8 and there is no blockage of the hole, insertion of the support bolt 12 is not hindered.

【0014】 ここで、コンクリート埋設となったインサートナット10の挿入孔2に支持ボ ルト12を挿入し、該支持ボルト12の先端の雄ネジ(図示せず)を挿入孔2の 奥部の雌ネジ3に螺合して固定する。この状態で、例えばコンクリート面に突出 した支持ボルト12に適宜の支持物(図示せず)を取付けるものである。Here, the support bolt 12 is inserted into the insertion hole 2 of the insert nut 10 that is buried in concrete, and a male screw (not shown) at the tip of the support bolt 12 is inserted into the female hole at the back of the insertion hole 2. It is fixed by screwing on the screw 3. In this state, for example, an appropriate support (not shown) is attached to the support bolt 12 protruding on the concrete surface.

【0015】 この状態で、インサートナット10に掛かる引張力としては、主として支持ボ ルト12が直接螺合して係止される奥方のナット基体部1に掛かるが、該ナット 基体部1は末端の鍔状抵抗板5が直交突設していて、外周に突設の複数枚の三角 状回り止めリブ片6がクサビ状に引張り方向に抗する作用をもち、且つ筒補強と なっており最大の投錨効果を得、インサートナット10の抜け落ちはない。In this state, the tensile force applied to the insert nut 10 is mainly applied to the inner nut base portion 1 at which the support bolt 12 is directly screwed and locked, but the nut base portion 1 is The brim-shaped resistance plate 5 is projecting at right angles, and a plurality of triangular anti-rotation rib pieces 6 projecting on the outer periphery have a wedge-like action against the pulling direction, and are tube reinforcements, which is the maximum. The anchoring effect is obtained and the insert nut 10 does not fall off.

【0016】 また、支持ボルト12に掛かる剪断力に対しては、少なくともインサートナッ ト10の手前位置となる剪断対策用筒体部8で直接受けるようになる。この場合 、支持ボルト1に大なる剪断力が掛かり筒体部8の口縁に設定値以上の負荷が加 わり、仮に筒体部8にヒビ割れが起こっても、該筒体部8と奥方のナット基体部 1とは分割構成となっているため、このときのヒビ割れ現象が筒体部8のみで止 まりナット基体部1まで達しない。従って、支持ボルト12の螺合把持も緩むこ ともない。Further, the shearing force applied to the support bolts 12 is directly received at least by the shearing countermeasure cylindrical body portion 8 which is located in front of the insert nut 10. In this case, even if a large shearing force is applied to the support bolt 1 and a load exceeding the set value is applied to the rim of the tubular body portion 8 and the tubular body portion 8 is cracked, the tubular body portion 8 and the back The cracking phenomenon at this time is stopped only by the tubular body portion 8 and does not reach the nut base portion 1. Therefore, the screwing grip of the support bolt 12 does not loosen.

【0017】[0017]

【考案の効果】[Effect of device]

上述の様に、本考案のセラミックス製インサートナットは雌ネジ付きのボルト 用挿入孔を配する筒体に抵抗板と三角状回り止めリブ片を設けたナット基体部と 、ボルト用挿入孔付きの剪断対策用筒体部の2部品より構成し接着剤で接続して なるため、コンクリートへの埋設に腐食を招かないことは勿論のこと、装着する 支持ボルトで掛かる引張力に対しては、奥方のナット基体部はネジ把持と鍔状抵 抗板及び三角状回り止めリブ片の投錨効果にて対処し抜け落ちを招かない。また 、回転力に対しては複数枚の三角状回り止めリブで阻止され回り緩むこともない 。更に、支持ボルトに掛かる剪断力に対しては直接受ける手前位置の剪断対策用 筒体部で対処し得る。即ち、剪断力が大となり仮に筒体部にヒビ割れが生じても 、このヒビ割れは奥方のナット基体部が別構造とっているので、該ナット基体部 側に直接達することはなく、ボルト把持力や引張力が落ちることはない。しかも 、本考案はナット基体部と剪断対策用筒体部が接着剤で繋がる一体としているた め、コンクリート打設時にコンクリートミルクがボルト用挿入孔に浸透流入する こともなく孔詰まりも招かない等の実用的効果を有する。 As described above, the ceramic insert nut of the present invention has the nut base portion provided with the resistance plate and the triangular detent rib piece on the cylindrical body in which the insertion hole for the bolt with the female screw is arranged, and the insertion hole for the bolt. Since it is composed of two parts of the cylinder part for shearing and is connected with an adhesive, it does not cause corrosion in embedding in concrete, and as for the tensile force applied by the mounting bolt to be installed, The nut base part is handled by the screw grip and the anchoring effect of the flanged resistance plate and triangular anti-rotation rib pieces, and will not fall out. Further, the rotational force is prevented by the plurality of triangular anti-rotation ribs and does not loosen around. Furthermore, the shearing force applied to the support bolts can be dealt with by the shearing-preventing tubular portion directly in front. That is, even if the shearing force becomes large and a crack occurs in the cylindrical body, the crack does not directly reach the side of the nut base because the nut base in the back has a different structure. The force and pulling force will not drop. Moreover, in the present invention, since the nut base portion and the shear-preventing tubular portion are integrally connected by an adhesive, concrete milk does not permeate into the bolt insertion hole during pouring of concrete and the hole is not clogged. Has the practical effect of.

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

【図1】この考案のインサートナットの実施例を示す斜
視図である。
FIG. 1 is a perspective view showing an embodiment of an insert nut of the present invention.

【図2】同中央縦断面図である。FIG. 2 is a vertical sectional view of the same.

【図3】平面図ある。FIG. 3 is a plan view.

【符号の説明】[Explanation of symbols]

1 ナット基体部 2 支持ボルト用挿入孔 3 雌ネジ 4 筒体 5 鍔状抵抗板 6 三角状回り止めリブ片 7 支持ボルト用挿入孔 8 剪断対策用筒体部 9 接着剤 1 Nut Base Part 2 Support Bolt Insertion Hole 3 Female Screw 4 Cylindrical Body 5 Collar Resistor Plate 6 Triangular Detent Rib Piece 7 Support Bolt Insertion Hole 8 Shear Countermeasure Body Part 9 Adhesive

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 セラミックス部材にて奥部に雌ネジを刻
設する支持ボルト用挿入孔を配設した筒体を形成すると
共に、該筒体の末端に長手方向に直交する鍔状抵抗板を
設け、且つ筒体の外周に筒端から末端となる抵抗板縁に
達する複数本の三角状回り止めリブ片を突設してナット
基体部とし、前記ナット基体部の筒端面と、セラミック
ス部材にて形成した支持ボルト用挿入孔を配設する剪断
対策用筒体部の筒端面を接着剤をもって当接接続し1本
のナット構成としてなるセラミックス製インサートナッ
ト。
1. A ceramic member is formed with a cylindrical body having an insertion hole for a support bolt in which a female screw is engraved in the inner part, and a collar-shaped resistance plate orthogonal to the longitudinal direction is formed at the end of the cylindrical body. A nut base portion is provided by projecting a plurality of triangular anti-rotation rib pieces reaching the edge of the resistance plate from the cylinder end to the end on the outer periphery of the cylinder body to form a nut base portion. An insert nut made of ceramics, which is formed by abutting and connecting the tubular end surface of the shearing countermeasure tubular body portion having the insertion hole for the support bolt formed therein with an adhesive.
JP6659593U 1993-12-14 1993-12-14 Ceramic insert nut Expired - Lifetime JP2510069Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6659593U JP2510069Y2 (en) 1993-12-14 1993-12-14 Ceramic insert nut

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6659593U JP2510069Y2 (en) 1993-12-14 1993-12-14 Ceramic insert nut

Publications (2)

Publication Number Publication Date
JPH0735608U true JPH0735608U (en) 1995-07-04
JP2510069Y2 JP2510069Y2 (en) 1996-09-11

Family

ID=13320450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6659593U Expired - Lifetime JP2510069Y2 (en) 1993-12-14 1993-12-14 Ceramic insert nut

Country Status (1)

Country Link
JP (1) JP2510069Y2 (en)

Also Published As

Publication number Publication date
JP2510069Y2 (en) 1996-09-11

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