JP2715947B2 - Ceramic fasteners for burying concrete walls - Google Patents

Ceramic fasteners for burying concrete walls

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Publication number
JP2715947B2
JP2715947B2 JP32688594A JP32688594A JP2715947B2 JP 2715947 B2 JP2715947 B2 JP 2715947B2 JP 32688594 A JP32688594 A JP 32688594A JP 32688594 A JP32688594 A JP 32688594A JP 2715947 B2 JP2715947 B2 JP 2715947B2
Authority
JP
Japan
Prior art keywords
diameter shaft
shaft portion
small
ceramic
fastener
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
JP32688594A
Other languages
Japanese (ja)
Other versions
JPH08184103A (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 JP32688594A priority Critical patent/JP2715947B2/en
Publication of JPH08184103A publication Critical patent/JPH08184103A/en
Application granted granted Critical
Publication of JP2715947B2 publication Critical patent/JP2715947B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は共同溝等の既設のコン
クリート壁面などに配設する支持ボルト用埋設支持部材
となるコンクリート壁面埋設用セラミックス・ファスナ
ーに関するもである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ceramic fastener for burying a concrete wall as a buried support member for a support bolt disposed on an existing concrete wall such as a common groove.

【0002】[0002]

【従来の技術】一般に、建築,土木構築等のコンクリー
ト構造物の壁面に突設する支持ボルトを受けるコンクリ
ート埋設タイプの支持部材としては、所謂インサートナ
ットと云われる所定の雌ネジを中心に設けた筒体器具が
知られている。この従来のインサートナットの態様は、
普通、コンクリート打設時に予めコンクリートの型枠に
インサートナット端を装着しておき、コンクリート構造
物が仕上がった後に、この壁面にインサートナット端が
臨むよう配設するものである。また、この場合インサー
トナットの材質は、湿気などに起因し錆,腐食等を招き
コンクリート面に亀裂を招かない湿気に強いセラミック
ス製インサートナットが使用されるようになって来てい
る。例えば、図5に示すようにインサートナット本体a
は基端部を投錨効果が増すテーパ部bと先端部(前部)
に支持ボルト案内用の筒部cを配設した一体又は分割の
構成とし、且つこのテーパ部bの中心に支持ボルト用雌
ネジdを刻設したものである(特公平3−35456号
公報参照)。
2. Description of the Related Art Generally, as a support member of a concrete buried type for receiving a support bolt projecting from a wall of a concrete structure such as a building or a civil engineering construction, a predetermined female screw called an insert nut is provided at the center. Cylindrical appliances are known. The aspect of this conventional insert nut is
Usually, an end of an insert nut is previously attached to a concrete formwork at the time of concrete casting, and after the concrete structure is finished, the end of the insert nut is arranged so as to face this wall surface. Further, in this case, as a material of the insert nut, a ceramic insert nut resistant to moisture which does not cause rust, corrosion or the like due to moisture and does not cause cracks on the concrete surface has come to be used. For example, as shown in FIG.
Is the tapered part b and the tip part (front part) where the anchoring effect is increased at the base part.
And an integral or divided structure in which a cylindrical portion c for guiding the support bolt is disposed, and a female screw d for the support bolt is engraved at the center of the tapered portion b (see Japanese Patent Publication No. 3-35456). ).

【0003】[0003]

【発明が解決しようとする課題】しかし、上記の様にテ
ーパ状基端部と単なるスリーブ状筒部を組み合わせた構
成では、コンクリート打設時に使用する新規の埋設態様
しか適さず、古くなったインサートナットの交換(補
修)又は既設のコンクリート面に配置する埋設としては
最適できない。例えば、コンクリート面に埋設してなる
従来の鉄製インサートナットが腐食して抜け出し、この
抜けた穴に新規インサートナットを嵌め込むとか、既設
の共同溝の内壁面に、追加の電力・通信ケーブル等を敷
設するための受棚(建金物)を支持する支持ボルト用イ
ンサートナットの態様では、少なくともインサートナッ
ト本体の最大径となるテーパ部端が挿通し得る嵌合穴を
一旦穿ち、該インサートナットの表面に樹脂製接着剤と
硬化剤を混ぜたものを塗布し充填しながら挿入し、この
接着剤の硬化をまって固定とするものである。
However, in the configuration in which the tapered base end portion and the simple sleeve-shaped tubular portion are combined as described above, only a new embedding mode used at the time of concrete casting is suitable, and an old insert is used. It is not optimal for replacing (repairing) nuts or burying them on existing concrete surfaces. For example, a conventional iron insert nut buried in a concrete surface is corroded and comes out, and a new insert nut is inserted into this hole, or an additional power / communication cable, etc. is inserted into the inner wall surface of the existing common groove. In the aspect of the support nut insert nut for supporting a receiving shelf (building metal) for laying, at least a fitting hole through which a tapered portion end which is the maximum diameter of the insert nut body can be inserted is once formed, and the surface of the insert nut is formed. A mixture of a resin adhesive and a curing agent is applied and filled while being inserted, and the adhesive is cured and fixed.

【0004】だが、単にインサートナット本体の外周と
嵌合穴との隙間に接着剤と硬化剤を充填しただけでは、
接着剤と硬化剤の結合に斑があり、且つ穴面に対する馴
染みも薄く、支持ボルトの引張力を受けるインサートナ
ットは長期使用で抜け出る虞がある。なお、仮に、イン
サートナット本体に回転を与えながら嵌合穴に挿入し接
着剤を充填したとしても、該インサートナット本体の外
周形状が単なる平滑な丸棒状の筒部とテーパ部構造で
は、塗布・充填する接着剤と硬化剤に対し滑ってしまい
掻き回されず均一な混合はできず、且つこの穴面側(ラ
ジアル方向)に強く押し付けるなすり込み動作はなく、
確実な接着作用は望めない。このことは、従来構造のイ
ンサートナットを即、既設のコンクリート壁面に埋設す
る所謂ファスナー態様とするには適さない。
However, simply filling the gap between the outer periphery of the insert nut main body and the fitting hole with an adhesive and a curing agent,
There is a spot in the bond between the adhesive and the curing agent, and the familiarity with the hole surface is thin, and the insert nut that receives the tensile force of the support bolt may come off after a long-term use. Even if the insert nut body is inserted into the fitting hole while being rotated and the adhesive is filled with the adhesive, the outer peripheral shape of the insert nut body is simply a round bar-shaped cylindrical portion and a tapered portion structure. The adhesive and hardener to be filled slip and are not agitated without being stirred, and there is no rubbing action of strongly pressing the hole surface side (radial direction).
No reliable bonding action can be expected. This is not suitable for a so-called fastener mode in which an insert nut having a conventional structure is immediately embedded in an existing concrete wall surface.

【0005】本発明は上記実情に鑑み、セラミックス・
ファスナー本体の小径軸部の外周に接着剤用攪拌羽根を
設け且つ大径軸部と小径軸部間を段部構造とすることで
投錨効果を増し、上記課題を解決するコンクリート壁面
埋設用セラミックス・ファスナーを提供することを目的
としたものである。
The present invention has been made in view of the above circumstances, and
By providing a stirring blade for adhesive on the outer periphery of the small diameter shaft portion of the fastener body and forming a step structure between the large diameter shaft portion and the small diameter shaft portion, the anchoring effect is increased, and the concrete wall embedding ceramics to solve the above problems It is intended to provide a fastener.

【0006】[0006]

【課題を解決するための手段】本発明は、セラミックス
材にて後部を大径軸部に前部を小径軸部とした二段構成
となる一体のセラミックス・ファスナー本体を形成し、
該セラミックス・ファスナー本体の中央の長手方向全域
にボルト挿入孔を配設すると共に、該ボルト挿入孔の少
なくとも前記大径軸部位置から小径軸部の一部に亘る部
分に雌ネジ部を刻設し、且つ前記小径軸部の外周に複数
枚の補強兼撹拌羽根部を、大径軸部段縁から小径軸部の
前端近傍の外周面に達する長クサビ状傾斜リブ片として
形成してなるものである。
According to the present invention, there is provided an integrated ceramic fastener body having a two-stage structure of a ceramic material having a rear portion having a large-diameter shaft portion and a front portion having a small-diameter shaft portion,
A bolt insertion hole is provided in the entire central longitudinal direction of the ceramic fastener body, and a female screw portion is formed in at least a portion of the bolt insertion hole from the position of the large-diameter shaft portion to a part of the small-diameter shaft portion. And a plurality of reinforcing and stirring blades formed on the outer periphery of the small-diameter shaft portion as long wedge-shaped inclined rib pieces extending from the large-diameter shaft step edge to the outer peripheral surface near the front end of the small-diameter shaft portion. It is.

【0007】また、セラミックス材にて後部を大径軸部
に前部を小径軸部とした二段構成となる一体のセラミッ
クス・ファスナー本体を形成し、該セラミックス・ファ
スナー本体の中央の長手方向全域にボルト挿入孔を配設
すると共に、該ボルト挿入孔の少なくとも前記大径軸部
位置から小径軸部の一部に亘る部分に雌ネジ部を刻設
し、且つ前記小径軸部の外周に複数枚の補強兼撹拌羽根
部を、大径軸部段縁から小径軸部の前端近傍の外周面に
達する長クサビ状傾斜リブ片として形成し、また前記小
径軸部の前端面に割れ防止用パッキンを貼着してなる。
An integrated ceramic fastener body having a two-stage structure of a ceramic material having a rear portion having a large-diameter shaft portion and a front portion having a small-diameter shaft portion is formed, and the entire region in the longitudinal direction of the center of the ceramic fastener body is formed. And a female screw portion is engraved in at least a portion of the bolt insertion hole from the position of the large-diameter shaft portion to a part of the small-diameter shaft portion, and a plurality of bolts are formed on the outer periphery of the small-diameter shaft portion. The reinforcing and stirring blades are formed as long wedge-shaped inclined rib pieces extending from the large-diameter shaft step to the outer peripheral surface near the front end of the small-diameter shaft, and packing for preventing cracks is provided on the front end of the small-diameter shaft. Is attached.

【0008】更に、複数枚の補強兼撹拌羽根部は、小径
軸部の外周面にあって放射方向に突設している。
Further, a plurality of reinforcing and stirring blade portions are provided on the outer peripheral surface of the small-diameter shaft portion so as to protrude in the radial direction.

【0009】[0009]

【作用】上記のように、セラミックス製のファスナー本
体を、後部(基部)を大径軸部に前部を小径軸部とした
段付き構成とし、且つ前記小径軸部の外周囲には複数枚
の補強兼撹拌羽根部を突設してなるため、既製のインサ
ートナットの取替え、又は追加装着の如きに既設のコン
クリート壁面に穿つた新規の嵌合穴(受穴)にセラミッ
クス・ファスナーの埋設に当たり、このファスナー本体
を高速回転しながら樹脂製接着剤と硬化剤を穴間隙に充
填すれば、接着剤と硬化剤はファスナー本体に突設の補
強兼撹拌羽根部で強制的に撹拌されて混ざると共に、穴
面に対し強く押し付けられ、馴染みのよい密な充填がな
される。しかも、ファスナー本体自体は大径軸部と小径
軸部とで中間に段部を持つため、該段部で支持ボルトの
引っ張り加重を受け投錨効果(錨着力)を増し引抜耐力
を大とし、且つ補強兼撹拌羽根部で回動ずれも招かず、
堅牢な埋設固定となる。また、セラミックス・ファスナ
ーは、コンクリート打設時に予め埋設する従来のインサ
ートナットのように、コンクリート構造物の構築時の型
枠に配置した使用では、ファスナー本体の小径軸部端に
付けた割れ防止用パッキンでコンクリートミルクがボル
ト挿入孔に流入することもなく(勿論、埋設に当たって
はファスナー本体の大径軸部端にシールを配し後部から
の流入を塞ぐ)、支持ボルトの螺挿に支障を来さない。
As described above, the ceramic fastener main body has a stepped structure in which the rear portion (base portion) has a large-diameter shaft portion and the front portion has a small-diameter shaft portion. When the ceramic fastener is buried in a new fitting hole (receiving hole) drilled in the existing concrete wall, such as replacement of an existing insert nut or additional installation, because the reinforcing and stirring blades are projected. If the resin adhesive and the curing agent are filled into the hole gap while rotating the fastener body at a high speed, the adhesive and the curing agent are forcibly stirred and mixed by the reinforcing and stirring blades projecting from the fastener body. , Pressed firmly against the hole surface, providing a familiar and dense filling. Moreover, since the fastener body itself has a step portion between the large-diameter shaft portion and the small-diameter shaft portion, the pulling load of the supporting bolt is applied to the step portion to increase the anchoring effect (anchoring force) to increase the pull-out resistance, and Reinforcement and stirring blades do not cause rotational displacement,
It becomes a solid burial fixation. In addition, ceramic fasteners are used to prevent cracks attached to the end of the small-diameter shaft part of the fastener body when used on a formwork when constructing a concrete structure, like a conventional insert nut that is buried in advance when casting concrete. The packing does not allow concrete milk to flow into the bolt insertion holes (of course, when burying, a seal is placed at the end of the large-diameter shaft of the fastener body to block the flow from the rear), which hinders the screwing of the support bolts. Not.

【0010】[0010]

【実施例】以下、本発明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.

【0011】図は補強兼撹拌羽根部を4個配設してなる
セラミックス・ファスナーの実施例を示し、1はアルミ
ナ素材となるセラミックス材にて中央にボルト挿入孔2
を貫通し後部(奥部)を大径軸部3に前部を小径軸部4
とし中間に段部1aを形成した二段構成で一体のセラミ
ックス・ファスナー本体で、該セラミックス・ファスナ
ー本体1のボルト挿入孔2中、前記大径軸部位置2aか
ら小径軸部4の一部2bに亘る長路部分に雌ネジ部5を
刻設し、且つ小径軸部4の外周面の四方(放射方向)に
は所定幅をもつ補強兼撹拌羽根部6を、基端を大径軸部
段縁3aから小径軸部4の前端縁4aから所定間隔s
(例えば5mm)を隔てた近傍位置4bの外周面に達す
る長クサビ状傾斜リブ片6′として形成し、これら全体
構成でセラミックス・ファスナー7となる。8は小径軸
部4の前端面に貼着した硬質ゴム等よりなるリング状の
割れ防止用パッキンである。9はボルト挿入孔2の末端
を塞ぐシールである。
FIG. 1 shows an embodiment of a ceramic fastener in which four reinforcing and stirring blades are provided. Reference numeral 1 denotes a ceramic material which is an alumina material, and a bolt insertion hole 2 is provided at the center.
The rear part (back part) is a large-diameter shaft part 3 and the front part is a small-diameter shaft part 4.
A two-stage integrated ceramic fastener body having a stepped portion 1a formed in the middle, and a portion 2b of the small-diameter shaft portion 4 from the large-diameter shaft portion position 2a in the bolt insertion hole 2 of the ceramic-fastener main body 1. A female screw portion 5 is engraved on a long path portion extending along the outer periphery of the small-diameter shaft portion 4, and a reinforcing and stirring blade portion 6 having a predetermined width is provided in all directions (radially) on the outer peripheral surface of the small-diameter shaft portion 4. A predetermined distance s from the step edge 3a to the front edge 4a of the small diameter shaft portion 4.
It is formed as a long wedge-shaped inclined rib piece 6 ′ reaching the outer peripheral surface of a nearby position 4 b separated by (for example, 5 mm), and the whole structure serves as a ceramic fastener 7. Reference numeral 8 denotes a ring-shaped crack-preventing packing made of hard rubber or the like adhered to the front end surface of the small-diameter shaft portion 4. 9 is a seal for closing the end of the bolt insertion hole 2.

【0012】いまこの作用を説明すると、先ずセラミッ
クス・ファスナー7の使用に際し、例えば既設の共同溝
の壁面となるコンクリート壁面に、棚等のフレームを固
定するためのファスナー態様、又は従来使用していたイ
ンサートナットの取替えの場合、このコンクリート壁面
(コンクリート構造物)Aにセラミックス・ファスナー
7より少し大きめな受穴となる埋設穴12を適宜の穴開
け工具を持って一定深さまで開ける。
Now, the operation will be described. First, when the ceramic fastener 7 is used, for example, a fastener mode for fixing a frame such as a shelf to a concrete wall surface serving as a wall surface of an existing common groove, or conventionally used. When the insert nut is to be replaced, a buried hole 12 which is a receiving hole slightly larger than the ceramic fastener 7 is drilled in the concrete wall surface (concrete structure) A to a certain depth by using an appropriate drilling tool.

【0013】この後、埋設穴12にセラミックス・ファ
スナー7を大径軸部3を先端として奥まで挿入する。こ
の時、セラミックス・ファスナー7(大径軸部3と小径
軸部4)と埋設穴12間に形成された間隙14に樹脂製
接着剤13を硬化剤(図示せず)と共に小径軸部4端よ
り充填する。この場合、セラミックス・ファスナー7は
予めドリル等の工具(図示せず)にて高速回転をさせる
ため、小径軸部4端より充填された接着剤13は、複数
枚(図示にあって4本)の補強兼撹拌羽根部6にて高速
撹拌されるので、接着剤13と硬化剤は斑なく確実に混
ぜられ、補強兼撹拌羽根部6自体は長クサビ状傾斜リブ
片6′となっているので奥部に向けて埋設穴12との間
隙14を順次狭める結果となり、撹拌される接着剤13
は奥方に移動するに従い遠心力に伴う押圧で孔壁面12
aに強制的に押し付けられ、コンクリート穴面にも浸透
し馴染みのよい充填がなされる。なお、セラミックス・
ファスナー7の回転動作は、或る時間を経ると接着剤1
3が硬化剤の作用で固まりだし、重く(抵抗が大きく)
なったところで停止する。また、補強兼撹拌羽根部6は
小径軸部4端より所定間隔sを隔てた内側より傾斜の長
クサビ状傾斜リブ片6′としたため、埋設穴12と小径
軸部4間には所定の間隙14が保たれ接着剤13と硬化
剤の注入に支障を来さず、且つ壁面端に補強兼撹拌羽根
部6が現れず、仕上がりもよい。
Thereafter, the ceramic fastener 7 is inserted into the burial hole 12 with the large-diameter shaft 3 as a tip. At this time, a resin adhesive 13 is put into the gap 14 formed between the ceramic fastener 7 (the large-diameter shaft portion 3 and the small-diameter shaft portion 4) and the buried hole 12 together with a hardening agent (not shown). Fill more. In this case, since the ceramic fastener 7 is previously rotated at a high speed by a tool (not shown) such as a drill, a plurality of adhesives 13 (four in the drawing) filled from the end of the small-diameter shaft portion 4. Since the high-speed stirring is performed by the reinforcing and stirring blade 6 of the above, the adhesive 13 and the curing agent are surely mixed without unevenness, and the reinforcing and stirring blade 6 itself is a long wedge-shaped inclined rib piece 6 ′. As a result, the gap 14 with the buried hole 12 is gradually narrowed toward the back, and the adhesive 13 to be stirred is
Is moved by the centrifugal force as it moves to the back.
Forcibly pressed against a, penetrates into the concrete hole surface, and is filled with familiarity. In addition, ceramics
After a certain period of time, the rotating operation of the fastener 7 is performed using the adhesive 1.
3 starts to harden due to the action of the curing agent and is heavy (high resistance)
Stop where it is. Further, since the reinforcing and stirring blade 6 is formed as a long wedge-shaped inclined rib piece 6 ′ which is inclined from the inner side at a predetermined distance s from the end of the small diameter shaft 4, a predetermined gap is provided between the embedded hole 12 and the small diameter shaft 4. 14 is maintained, the injection of the adhesive 13 and the curing agent is not hindered, and the reinforcing and stirring blade 6 does not appear at the end of the wall surface, so that the finish is good.

【0014】この様に、接着剤13の硬化後はセラミッ
クス・ファスナー7は埋設穴12内に確実に固定され
る。構築使用に当たっては、コンクリート壁面Aに臨む
セラミックス・ファスナー7の小径軸部4のボルト挿入
孔2に支持ボルト10を、アングル(図示せず)等を介
在して差し込み、該支持ボルト10のネジ部11を雌ネ
ジ部5に螺挿し、アングルを締め付けて取付けとする。
この場合、アングルの板厚が使用部材により多少違って
きても、雌ネジ部5のネジ山は大径軸部位置2aから小
径軸部4の一部2bに亘る長路にネジ刻設をしているた
め(必要にあっては、ボルト挿入孔2の全域に雌ネジ部
5を刻設してもよい)、アングルの板厚が変わってもそ
れに応じていちいち支持ボルト10の長さを代えること
なく対応できる。
As described above, after the adhesive 13 is cured, the ceramic fastener 7 is securely fixed in the buried hole 12. In the construction use, the support bolt 10 is inserted into the bolt insertion hole 2 of the small diameter shaft portion 4 of the ceramic fastener 7 facing the concrete wall A via an angle (not shown) or the like, and the screw portion of the support bolt 10 is inserted. 11 is screwed into the female screw portion 5, and the angle is tightened for mounting.
In this case, even if the thickness of the angle is slightly different depending on the member used, the thread of the female screw portion 5 is formed by engraving a screw in a long path extending from the large diameter shaft portion position 2a to the small diameter shaft portion 4 part 2b. (If necessary, the female screw portion 5 may be engraved on the entire area of the bolt insertion hole 2), so that the length of the support bolt 10 is changed each time the plate thickness of the angle changes. Can be handled without any problems.

【0015】この状態で、支持ボルト10に引っ張り加
重(引抜力)が掛かっても、セラミックス・ファスナー
本体1は中間に大径軸部3と連設の小径軸部4とで段部
1aを配設してなるため、コンクリート構造物Aに対す
る締め付けによる受ける面積が、単に外形をテーパ形状
とした従来の軸部タイプより大きくなり、その分だけ投
錨効果を増し引抜耐力が大となる。しかも、この段部1
aには集中応力が掛かっても大径軸部3側が広幅で且つ
段部1aには複数本の補強兼撹拌羽根部6が立上がり補
強状態となるり、且つ段部角をアール形状1bとている
ため、割れを招かない。
In this state, even if a tensile load (pulling force) is applied to the support bolt 10, the ceramic fastener main body 1 has a step portion 1a in the middle between the large diameter shaft portion 3 and the continuous small diameter shaft portion 4. Therefore, the area received by fastening to the concrete structure A becomes larger than that of the conventional shaft type in which the outer shape is simply tapered, and the anchoring effect is increased by that much, and the pull-out resistance is increased. Moreover, this step 1
Even if concentrated stress is applied to a, the large-diameter shaft portion 3 side is wide, and a plurality of reinforcing and stirring blades 6 rise and reinforce in the step portion 1a, and the step angle is a round shape 1b. Does not cause cracking.

【0016】また、セラミックス・ファスナー7の態様
を、従来のインサートナット同様にコンクリート構造物
の構築時に予め埋設する場合、そのコンクリート型枠
(図示せず)に適宜の支持治具(図示せず)をもってセ
ラミックス・ファスナー本体1の大径軸部3を奥方とし
て配置し、型枠内に生コンクリートを打設すれば補強兼
撹拌羽根部6を含む外周囲全域にコンクリトが流れ込
み、所定の養生後にセラミックス・ファスナー7はコン
クリート構造物Aに埋設状態となる。
When the mode of the ceramic fastener 7 is buried in advance at the time of constructing a concrete structure like a conventional insert nut, an appropriate support jig (not shown) is mounted on the concrete formwork (not shown). If the large-diameter shaft portion 3 of the ceramic fastener main body 1 is disposed at the back and concrete is poured into the formwork, the concrete flows into the entire outer periphery including the reinforcing and stirring blade portions 6, and after a predetermined curing, The fastener 7 is buried in the concrete structure A.

【0017】ここでも、コンクリート構造物Aに端面に
臨むセラミックス・ファスナー本体1のボルト挿入孔2
に支持ボルト10を挿入し、該支持ボルト10の先端の
ネジ部11を奥方の雌ネジ部5に螺合し装着する。この
支持ボルト10に引っ張り加重が掛かっても、セラミッ
クス・ファスナー本体1は中間に段部1aを配設してな
るため支持ボルト10に引張力が掛かっても、この段部
1aで受け投錨効果が増し定着する。しかも、この大径
軸部3に連設の小径軸部4の外周設けた補強兼撹拌羽根
部6(図示で4枚)を段部に向け肉厚とし強度的にも堅
固な構造としてなるので、所定の引っ張り圧力に耐え得
る。
Here, too, the bolt insertion hole 2 of the ceramic fastener body 1 facing the end face of the concrete structure A.
Then, the screw portion 11 at the tip of the support bolt 10 is screwed into the female screw portion 5 at the back and mounted. Even if the support bolt 10 is subjected to a tensile load, the ceramic fastener body 1 has the step 1a disposed in the middle, so that even if a tensile force is applied to the support bolt 10, the receiving and anchoring effect can be obtained by the step 1a. It will become more established. Moreover, the reinforcing and stirring blades 6 (four in the drawing) provided on the outer periphery of the small diameter shaft portion 4 connected to the large diameter shaft portion 3 are made thicker toward the step portion and have a rigid structure in terms of strength. , Can withstand a predetermined pulling pressure.

【0018】ちなみに、セラミックス・ファスナーの外
寸法を示せば、例えば大径軸部の長さ30mm,同径35
mm、小径軸部の長さ35mm,同径26mmである。
By the way, if the external dimensions of the ceramic fastener are shown, for example, the large-diameter shaft portion has a length of 30 mm and a diameter of 35 mm.
mm, the length of the small diameter shaft portion is 35 mm, and the diameter is 26 mm.

【0019】[0019]

【発明の効果】上述の様に、本発明のコンクリート壁面
埋設用セラミックス・ファスナーは、ファスナー本体を
小径軸部と大径軸部とで段付き構造とし、且つ小径軸部
の外周に大径軸部段縁から傾けた長クサビ状の補強兼撹
拌羽根を突設し、且つファスナー本体に貫通したボルト
挿入孔にあって大径軸部から小径軸部の一部に亘る長路
部分に雌ネジ部を配設したため、ボルト挿入孔に螺挿し
た支持ボルトに掛かる剪断力にも耐える。勿論、ファス
ナーは圧縮力に強いセラミックス製のため十分所定の強
度を保ち得る。しかも、本発明の一番の特長は前部とな
る小径軸部に配設したクサビ状の補強兼撹拌羽根で、埋
設穴間に充填する接着剤と硬化剤を、ファスナー本体の
高速回転に伴い撹拌し確実に混ぜるため所定の硬化を
得、且つこの回転で強制的に埋設穴に拡散圧接がなさ
れ、埋設穴に対しセラミックス・ファスナーは密なる
(馴染みのよい)埋設となり、従来の丸軸タイプのもの
(インサートナット)では得られない確実な固定ができ
る。また、ファスナー本体は小径軸部と大径軸部の連設
中間の段部のため、投錨効果を増し、支持ボルトの引張
力に耐え引抜耐力を大とする。また、小径軸部の前端に
はパッキンを貼着してなるため、型枠使用時の馴染みも
よく生コンの流入も招かずネジ山を潰す虞れもない。勿
論、基本的にファスナー本体全体をセラミックル製とし
てなるため、腐食を招かず共同溝等の如く常時湿気を呼
ぶ地中箇所等の使用に最適である。
As described above, the ceramic fastener for burying a concrete wall according to the present invention has a stepped structure of a fastener body with a small-diameter shaft portion and a large-diameter shaft portion, and a large-diameter shaft on the outer periphery of the small-diameter shaft portion. A long wedge-shaped reinforcing and stirring blade that is inclined from the step edge protrudes, and a female screw is inserted into a long path portion extending from the large-diameter shaft portion to a part of the small-diameter shaft portion in the bolt insertion hole that penetrates the fastener body. Since the portion is provided, the device can withstand the shearing force applied to the support bolt screwed into the bolt insertion hole. Of course, since the fastener is made of a ceramic which is strong in compressive force, it can maintain a predetermined strength sufficiently. In addition, the main feature of the present invention is a wedge-shaped reinforcing and stirring blade arranged on the small diameter shaft portion which is the front part, and the adhesive and hardening agent filling between the burial holes are accompanied by the high speed rotation of the fastener body. A predetermined hardening is obtained to stir and mix securely, and diffusion rotation is forcibly applied to the buried hole by this rotation, and the ceramic fastener becomes dense (familiar) buried in the buried hole. (Insert nut) can be securely fixed. In addition, since the fastener body is a step portion intermediate between the small-diameter shaft portion and the large-diameter shaft portion, the anchoring effect is increased, and the pull-out resistance withstands the pulling force of the support bolt and increases. In addition, since the packing is attached to the front end of the small-diameter shaft portion, it is well-familiar with the use of the formwork, does not cause the inflow of ready-mixed concrete, and there is no risk of crushing the screw threads. Of course, since the entire fastener body is basically made of ceramics, it is most suitable for use in underground places where moisture does not always occur such as joint grooves without causing corrosion.

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

【図1】この発明のコンクリート壁面埋設用セラミック
ス・ファスナーの実施例を示す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a ceramic fastener for burying a concrete wall according to the present invention.

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

【図3】平面図である。FIG. 3 is a plan view.

【図4】コンクリートの埋設穴へ接着剤を充填した状態
の説明図である。
FIG. 4 is an explanatory view showing a state in which an adhesive is filled in a buried hole of concrete.

【図5】従来のセラミックス製インサートナットの側面
図である。
FIG. 5 is a side view of a conventional ceramic insert nut.

【符号の説明】[Explanation of symbols]

1 セラミックス・ファスナー本体 2 ボルト挿入孔 3 大径軸部 4 小径軸部 5 雌ネジ部 6 補強兼撹拌羽根部 6′ 長クサビ状傾斜リブ片 8 割れ防止用パッキン DESCRIPTION OF SYMBOLS 1 Ceramic fastener main body 2 Bolt insertion hole 3 Large diameter shaft part 4 Small diameter shaft part 5 Female screw part 6 Reinforcement and stirring blade part 6 'Long wedge-shaped inclined rib piece 8 Packing for crack prevention

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 セラミックス材にて後部を大径軸部に前
部を小径軸部とした段部付き二段構成となる一体のセラ
ミックス・ファスナー本体を形成し、該セラミックス・
ファスナー本体の中央の長手方向全域にボルト挿入孔を
配設すると共に、該ボルト挿入孔の少なくとも前記大径
軸部位置から小径軸部の一部に亘る部分に雌ネジ部を刻
設し、且つ前記小径軸部の外周に複数枚の補強兼撹拌羽
根部を、大径軸部段縁から小径軸部の前端近傍の外周面
に達する長クサビ状傾斜リブ片として形成してなること
を特徴とするコンクリート壁面埋設用セラミックス・フ
ァスナー。
1. An integrated ceramic fastener body having a two-stage structure with a step portion having a rear portion having a large-diameter shaft portion and a front portion having a small-diameter shaft portion is formed of a ceramic material.
A bolt insertion hole is provided in the entire longitudinal center area of the fastener main body, and a female screw portion is engraved on at least a portion of the bolt insertion hole from the position of the large-diameter shaft portion to a part of the small-diameter shaft portion, and A plurality of reinforcing and stirring blade portions on the outer periphery of the small-diameter shaft portion are formed as long wedge-shaped inclined rib pieces reaching from the large-diameter shaft portion step edge to the outer peripheral surface near the front end of the small-diameter shaft portion. Ceramic fasteners for burying concrete walls.
【請求項2】 セラミックス材にて後部を大径軸部に前
部を小径軸部とした段部付き二段構成となる一体のセラ
ミックス・ファスナー本体を形成し、該セラミックス・
ファスナー本体の中央の長手方向全域にボルト挿入孔を
配設すると共に、該ボルト挿入孔の少なくとも前記大径
軸部位置から小径軸部の一部に亘る部分に雌ネジ部を刻
設し、且つ前記小径軸部の外周に複数枚の補強兼撹拌羽
根部を、大径軸部段縁から小径軸部の前端近傍の外周面
に達する長クサビ状傾斜リブ片として形成し、また前記
小径軸部の前端面に割れ防止用パッキンを貼着してなる
ことを特徴とするコンクリート壁面埋設用セラミックス
・ファスナー。
2. An integrated ceramic fastener body having a two-stage structure with a step portion having a rear portion having a large diameter shaft portion and a front portion having a small diameter shaft portion is formed of a ceramic material.
A bolt insertion hole is provided in the entire longitudinal center area of the fastener main body, and a female screw portion is engraved on at least a portion of the bolt insertion hole from the position of the large-diameter shaft portion to a part of the small-diameter shaft portion, and A plurality of reinforcing and stirring blades are formed on the outer periphery of the small-diameter shaft portion as long wedge-shaped inclined rib pieces extending from the large-diameter shaft portion step edge to the outer peripheral surface near the front end of the small-diameter shaft portion. A ceramic fastener for burying a concrete wall, wherein a packing for preventing cracks is attached to a front end face of the ceramic wall.
【請求項3】 複数枚の補強兼撹拌羽根部が、小径軸部
の外周面にあって放射方向に突設している請求項1又は
2記載のコンクリート壁面埋設用セラミックス・ファス
ナー。
3. The ceramic fastener for burying a concrete wall according to claim 1, wherein a plurality of reinforcing and stirring blade portions are provided on an outer peripheral surface of the small diameter shaft portion so as to protrude in a radial direction.
JP32688594A 1994-12-28 1994-12-28 Ceramic fasteners for burying concrete walls Expired - Fee Related JP2715947B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32688594A JP2715947B2 (en) 1994-12-28 1994-12-28 Ceramic fasteners for burying concrete walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32688594A JP2715947B2 (en) 1994-12-28 1994-12-28 Ceramic fasteners for burying concrete walls

Publications (2)

Publication Number Publication Date
JPH08184103A JPH08184103A (en) 1996-07-16
JP2715947B2 true JP2715947B2 (en) 1998-02-18

Family

ID=18192838

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32688594A Expired - Fee Related JP2715947B2 (en) 1994-12-28 1994-12-28 Ceramic fasteners for burying concrete walls

Country Status (1)

Country Link
JP (1) JP2715947B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5480038B2 (en) * 2010-07-01 2014-04-23 ジャパンライフ株式会社 Ceramic insert and its manufacturing method
JP5480039B2 (en) * 2010-07-01 2014-04-23 ジャパンライフ株式会社 Slip-resistant ceramic insert
EP3235592B1 (en) * 2016-04-19 2018-09-19 Maschinenfabrik Berthold Hermle AG Shelf memory unit and automation installation

Also Published As

Publication number Publication date
JPH08184103A (en) 1996-07-16

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