JP2510069Y2 - Ceramic insert nut - Google Patents

Ceramic insert nut

Info

Publication number
JP2510069Y2
JP2510069Y2 JP6659593U JP6659593U JP2510069Y2 JP 2510069 Y2 JP2510069 Y2 JP 2510069Y2 JP 6659593 U JP6659593 U JP 6659593U JP 6659593 U JP6659593 U JP 6659593U JP 2510069 Y2 JP2510069 Y2 JP 2510069Y2
Authority
JP
Japan
Prior art keywords
nut
support bolt
concrete
insertion hole
insert nut
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 - Lifetime
Application number
JP6659593U
Other languages
Japanese (ja)
Other versions
JPH0735608U (en
Inventor
誠 笹本
Original Assignee
所沢工業株式会社
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 所沢工業株式会社 filed Critical 所沢工業株式会社
Priority to JP6659593U priority Critical patent/JP2510069Y2/en
Publication of JPH0735608U publication Critical patent/JPH0735608U/en
Application granted granted Critical
Publication of JP2510069Y2 publication Critical patent/JP2510069Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【0001】[0001]

【産業上の利用分野】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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ceramic insert nut which serves as an embedded support member for a support bolt projecting from a concrete surface or the like.

【0002】[0002]

【従来の技術】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。
2. Description of the Related Art In general, insert nuts for support bolts (anchor bolts) that are previously placed and buried inside a formwork during construction of concrete in civil engineering construction, construction, etc., are formerly internally threaded. Although metal insert nuts that have a simple tubular shape were the mainstream, metal insert nuts lead to rust and corrosion when used in concrete for long-term use, and bolt support is not reliable, so-called rattling easily occurs, Furthermore, the bolt could fall out. Therefore, in recent years, ceramic insert nuts that do not corrode have been provided along 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】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)。
[Problems to be Solved by the Invention] However, a 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 a load applied to the insert nut, it is necessary to endure a tensile force mainly generated in a female screw portion where a supporting bolt to be mounted is screwed and a shearing force generated by a lateral load applied to an edge of the insert nut. If a support bolt is attached to the insert nut, if a crack occurs due to the shearing force applied to the edge of the cylinder of the insert nut facing the concrete surface,
In the case of the one-piece structure type, cracks extend over the entire length in the longitudinal direction up to the taper part at the innermost end located inside the burial, and by extension, the threaded grip of the female screw part that screws the support bolt loosens and the prescribed tensile force is reduced. , The support bolt may fall out (of course, the purity of alumina, which is the material of ceramics, should be 1
Bending strength etc. improves if it is raised to nearly 00%, but it is too expensive to be profitable).

【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。
As an insert nut of this type,
There is also 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 match the concrete burial depth, so that the length of a part (front cylinder part) can be selected It is equipped with a cylinder of a book and is removable. In this case, it is a structure to keep the connected state by fitting a plastic collar to the divided part during use, and therefore there is some play in the collar fitting part,
When pouring concrete, this concrete milk often infiltrates into the interior from the connection gap and blocks the insertion holes for the support bolts, so the support bolts cannot be inserted after removing the work bolts after concrete curing, and repair work is not possible. Will be forced to.

【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 concrete from clogging the bolt insertion hole. The purpose is to provide.

【0007】[0007]

【課題を解決するための手段】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 member is provided with a cylindrical body having an insertion hole for a support bolt in which a female screw is engraved in the inner part thereof, and a longitudinal direction is formed at the end of the cylindrical body. A flange-shaped resistance plate orthogonal to the base plate, and a plurality of triangular anti-rotation rib pieces projecting from the cylinder end to the end of the resistance plate on the outer periphery of the cylinder to project to form a nut base portion. The end face of the cylinder and the end face of the shear-preventing tubular body in which the insertion hole for the support bolt formed of the ceramic member is disposed are abutted and connected with an adhesive to form a single nut.

【0008】[0008]

【作用】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, a ceramic member is provided with a flange-shaped resistance plate at the end of a female threaded cylindrical body, a nut base portion having a plurality of triangular anti-rotation rib pieces projecting on the outer periphery thereof, and a member having a predetermined length. Since two nuts that make up the anti-shear cylinder are glued together to form a single nut, the work bolts can be easily attached, unlike the simple split structure, and the joints (seams) are glued when pouring concrete. There is no permeation inflow of concrete milk as it is applied with an agent. In addition, since the nut base has a flange-shaped resistance plate orthogonal to the end and a plurality of triangular anti-rotation rib pieces that sequentially incline to the outer periphery, concrete wraps around each valley groove to solidify and maximize the anchoring effect. And withstands the tensile force generated in the support bolt without any deviation in the rotation direction. In addition, even if a large shearing force is applied to the shear-preventing tubular portion that becomes the nut lip when the support bolt is attached, and even if the tubular portion is cracked, only the tubular portion receives the shearing force. As a result, cracks do not reach directly to the nut base end portion which is the nut body, the screwing degree is not loosened, the predetermined tensile force is not hindered, and there is no fear of falling out.

【0009】[0009]

【実施例】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。
DESCRIPTION OF THE PREFERRED EMBODIMENTS 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 structure of a resistance plate. Reference numeral 1 is a ceramic member made of an alumina material, and an insertion hole 2 for a support bolt is provided at the center thereof, and a female screw 3 is appropriately provided at the inner portion thereof. A cylindrical body 4 having a predetermined length in which the number of peaks is engraved is formed, and a collar-shaped resistance plate 5 orthogonal to the longitudinal direction is projectingly provided at the end of the cylindrical body 4, and a cylindrical end 4a is formed on the outer periphery of the cylindrical body 4. A plurality of triangular anti-rotation rib pieces 6 for reinforcement and reaching the end of the resistance plate edge 5a (4 pieces in four directions in the figure)
And a cylindrical end face 1a of the nut base portion 1 and a cylindrical end face 8a of a shearing countermeasure cylindrical body portion 8 having a support bolt insertion hole 7 formed in the center formed of a ceramic member. With a predetermined adhesive 9 on which the ceramics are attached, and form a butt-to-butt contact connection, and a single insert nut 10
Is configured. In this case, the inner diameter of the female screw 3 of the tubular 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, first, when molding the ceramic insert nut 10, the nut base portion 1 and the cylindrical body portion 8 which are divided into separate parts are separately formed, and both are bonded with an adhesive 9. The 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。
Here, at the time of setting to a predetermined burying 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 body portion 8) integrated with the adhesive 9, no gap is created in the intermediate connection portion, and therefore, the concrete is cast in the concrete formwork. Even if the above procedure is performed, the concrete milk does not permeate into the support bolt insertion hole 7 from the connection portion. Further, the concrete also flows into the troughs 13 formed between the triangular detent rib pieces 6 on the outer periphery of the nut base portion 1 all over, so that the concrete is securely embedded.

【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 working support bolt is removed and a predetermined support bolt 12 is screwed in. In this case, the insertion hole 2 and the female screw 3 of the nut base portion 1 and the tubular body portion are formed. Since the concrete does not flow into the insertion hole 7 of 8 and the hole is not blocked, the 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 which is buried in concrete,
A male screw (not shown) at the tip of the support bolt 12 is screwed into and fixed to a female screw 3 at the inner part of the insertion hole 2. 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 pulling force applied to the insert nut 10 is mainly applied to the inner nut base portion 1 to which the support bolt 12 is directly screwed and locked, and the nut base portion 1 has a flange at the end. -Shaped resistance plate 5 is projected orthogonally, 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 anchorage. Effective, insert nut 10
There is no omission.

【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 bolt 12 is directly received by at least 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 greater than a 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 inner portion of Nut base part 1
Because of the divided structure, the cracking phenomenon at this time stops only in the cylindrical body portion 8 and does not reach the nut base portion 1. Therefore, the screwing grip of the support bolt 12 is not loosened.

【0017】[0017]

【考案の効果】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 a nut base portion in which a resistance plate and a triangular detent rib piece are provided in a cylindrical body having a female threaded bolt insertion hole, and a bolt. Since it is composed of two parts, a cylindrical part for shearing with an insertion hole, and is connected with an adhesive, it does not cause corrosion in embedding in concrete, as well as the tensile force applied by the mounting bolt to be mounted. On the other hand, the nut base portion at the back is handled by the gripping effect of the screw and the anchoring effect of the flange-shaped resistance plate and the triangular detent rib piece, and does not fall out. Further, the rotational force is prevented by the plurality of triangular detent ribs and does not loosen. Furthermore, the shearing force applied to the support bolts can be dealt with by the shearing countermeasure tubular portion directly in front of which the shearing force is applied. That is, even if the shearing force becomes large and the cylindrical body part is cracked, the cracking does not reach the nut base part side directly because the nut base part at the back has a different structure, and the bolt gripping The force and pulling force will not drop. Moreover, in the present invention, since the nut base portion and the shearing prevention tubular portion are integrally connected by an adhesive, concrete milk does not permeate into the bolt insertion hole during concrete pouring and the hole is not clogged. Has a practical effect.

【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 Shearing Countermeasure Body 9 Adhesive

Claims (1)

(57)【実用新案登録請求の範囲】(57) [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 JPH0735608U (en) 1995-07-04
JP2510069Y2 true 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
JPH0735608U (en) 1995-07-04

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