JPH0413445Y2 - - Google Patents

Info

Publication number
JPH0413445Y2
JPH0413445Y2 JP1987184266U JP18426687U JPH0413445Y2 JP H0413445 Y2 JPH0413445 Y2 JP H0413445Y2 JP 1987184266 U JP1987184266 U JP 1987184266U JP 18426687 U JP18426687 U JP 18426687U JP H0413445 Y2 JPH0413445 Y2 JP H0413445Y2
Authority
JP
Japan
Prior art keywords
hole
enlarged diameter
deployable
sleeve
piece
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
Application number
JP1987184266U
Other languages
Japanese (ja)
Other versions
JPH0187308U (en
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 filed Critical
Priority to JP1987184266U priority Critical patent/JPH0413445Y2/ja
Publication of JPH0187308U publication Critical patent/JPH0187308U/ja
Application granted granted Critical
Publication of JPH0413445Y2 publication Critical patent/JPH0413445Y2/ja
Expired legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は孔奥部にアンダーカツトと称される
拡径部を削設した孔、特に、拡径部の孔口側に掛
止段を設けた孔に埋込まれる埋込みねじ構造に関
する。
[Detailed description of the invention] [Field of industrial application] This invention is a hole in which an enlarged diameter part called an undercut is cut in the deep part of the hole, and in particular, a locking step is provided on the opening side of the enlarged diameter part. The present invention relates to an embedded screw structure embedded in a provided hole.

〔従来技術〕[Prior art]

被固定面、例えば、固化したコンクリート面
(以下、コンクリート面という)にねじ体を埋込
んで固定し、この埋込みねじを介して他の物品を
取着することがよくある。
A screw body is often embedded and fixed in a surface to be fixed, for example, a solidified concrete surface (hereinafter referred to as a concrete surface), and other articles are attached via the embedded screw.

ここで、埋込みねじの引き抜き強度を向上する
ために、コンクリート面に穿孔したストレートド
リル孔の奥部に拡径部を削成する穿孔装置が本出
願人によつて開発され、また、この種の拡径部を
有する孔に埋込むのに好適する埋込みねじも種々
提案されている。
In order to improve the pull-out strength of embedded screws, the applicant has developed a drilling device that cuts an enlarged diameter portion at the deep end of a straight drill hole drilled into a concrete surface. Various embedded screws suitable for being embedded in a hole having an enlarged diameter portion have also been proposed.

上記する拡径部を有する孔で、拡径部の形態と
しては一般に、孔口から孔奥の方に向けて漸次拡
径させたもので、この種の孔に埋込まれる埋込み
ねじとしては、例えば、下端に下向きに漸次拡径
したテーパ面を形成した張出顎を一体に連設した
張出顎付きの基礎ボルトと、下部に、下端面側か
ら切込んだスリツトにより複数個の展開片を形設
した筒状の展開用スリーブとを組合せてなり、孔
内に基礎ボルトと共に展開用スリーブを挿入して
展開用スリーブの各展開片を拡径部に対応させ、
展開用スリーブに対する加圧力の下に各展開片を
張出顎のテーパ面上に移動させて展開させ、これ
を拡径部壁面と張出顎との間に挟着状態に固定す
るものがある。
In the above-mentioned hole having an enlarged diameter part, the enlarged diameter part generally has a diameter that gradually increases from the hole opening toward the back of the hole, and as an embedded screw embedded in this type of hole, For example, a foundation bolt with an overhanging jaw that forms a tapered surface that gradually expands in diameter downward at the lower end is integrally connected, and a slit cut into the lower end from the lower end surface allows multiple expandable pieces. and a cylindrical deployment sleeve with a shape formed therein, the deployment sleeve is inserted into the hole along with the foundation bolt, and each deployment piece of the deployment sleeve corresponds to the expanded diameter part,
There is a device in which each deployable piece is moved onto the tapered surface of the overhanging jaw under pressure applied to the expansion sleeve, expanded, and then fixed in a pinched state between the wall surface of the enlarged diameter part and the overhanging jaw. .

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

ところで、拡径部を有する孔で、別の拡径部の
形態として、拡径部の孔口側に掛止段を設けた掛
止段付きの拡径部を有する孔の穿孔技術も確立さ
れおり、この掛止段付きの拡径部を有する孔にお
いて、上記するような張出顎のテーパ面上に展開
用スリーブの各展開片を重合状態に展開させる構
造のものを採用すると、展開片外面が掛止段の角
部に線接触的に圧着状態になつて外部荷重を受け
止めることになり、折角の掛止段付きの拡径部の
本来の有用性が充分に発揮出来ない面がある。
By the way, as another form of the enlarged diameter part, a drilling technique for a hole having an enlarged diameter part with a hooking step has been established, in which a hooking step is provided on the hole opening side of the enlarged diameter section. If a structure is adopted in which each deployable piece of the deployable sleeve is deployed in a superimposed state on the tapered surface of the overhanging jaw as described above in the hole having the enlarged diameter portion with the latching step, the deployable pieces The outer surface is in line contact with the corner of the latching step and is crimped to receive the external load, so the original usefulness of the enlarged diameter part with the latching step cannot be fully demonstrated. .

この考案は上述の点に鑑みなされたものであつ
て、掛止段付きの拡径部を有する孔に埋込むのに
好適する埋込みねじ構造を提供することを目的と
する。
This invention has been made in view of the above-mentioned points, and an object thereof is to provide an embedded screw structure suitable for being embedded in a hole having an enlarged diameter portion with a locking step.

〔課題を解決するための手段〕[Means to solve the problem]

上記の目的を達成するためのこの考案の要旨と
するところは、孔奥部に拡径部が削成され、該拡
径部の孔口側には掛止段を設けた孔に埋込まれる
ものであつて、下端に下向きに漸次拡径したテー
パ面を形成した張出顎を一体に連設した基礎ボル
トと、下端部に薄肉連結部を残し上端面より切込
んだスリツトにより複数個の展開片を形設し、前
記基礎ボルトに緩挿される筒状をなす展開用スリ
ーブとを備え、前記孔内で展開用スリーブの下端
を張出顎のテーパ面上で下方に移動させて薄肉連
結部を伸長させ、かつ、各展開片上端部を外向き
に拡げて展開片上端を拡径孔部の掛止段面に掛止
圧着させることを特徴とする埋込みねじ構造にあ
る。
The gist of this invention to achieve the above purpose is that an enlarged diameter part is cut at the back of the hole, and a locking step is provided on the opening side of the enlarged diameter part. A foundation bolt with an integrally connected protruding jaw with a tapered surface whose diameter gradually expands downward at the lower end, and a plurality of slits cut from the upper end surface leaving a thin connecting part at the lower end. A deployable piece is formed, and a cylindrical deployable sleeve is loosely inserted into the base bolt, and the lower end of the deployable sleeve is moved downward on the tapered surface of the overhanging jaw within the hole to connect the thin wall. The embedded screw structure is characterized in that the upper end of each deployable piece is extended and the upper end of each expandable piece is latched and crimped onto the latching step surface of the enlarged diameter hole.

〔作用〕[Effect]

コンクリート面に穿設された掛止段付きの拡径
部を有する孔に、展開用スリーブを緩挿した基礎
ボルトを挿入し、展開用スリーブを拡径部に対応
させた状態で、別に用意した筒状をなす打込み棒
を介して展開用スリーブを槌打すると、張出顎の
テーパ面上で展開用スリーブ下端の薄肉連結部が
伸長して展開用スリーブは外径を拡大してテーパ
面を下方に移動する上に、打込み棒下端部が展開
用スリーブと基礎ボルト間に圧入されて各展開片
の上端部を外向きに押し拡げ、展開用スリーブは
全体として截頭円錐状の筒形に変形して展開片上
端を拡径部の掛止段面に臨ましめる。
A foundation bolt with a deployment sleeve loosely inserted is inserted into a hole drilled in the concrete surface that has an expanded diameter section with a locking step, and a separately prepared bolt is inserted with the deployment sleeve aligned with the expanded diameter section. When the deployable sleeve is hammered through a cylindrical driving rod, the thin joint at the lower end of the deployable sleeve expands on the tapered surface of the overhanging jaw, and the deployable sleeve expands its outer diameter to flatten the tapered surface. As it moves downward, the lower end of the driving rod is press-fitted between the deploying sleeve and the foundation bolt, pushing the upper end of each deployable piece outward, and the deploying sleeve as a whole becomes cylindrical in the shape of a truncated cone. It deforms so that the upper end of the unfolding piece faces the latching step surface of the enlarged diameter part.

この後、基部に連結用雌ねじを、上部に取付け
用雌ねじを設けた埋込みねじ体を孔内に挿入し、
その連結用雌ねじに基礎ボルトをねじ込んで固定
し、埋込みねじ体の取付け用雌ねじを利用してコ
ンクリート面に各種物品の取着に利用すると、展
開用スリーブは張出顎と拡径部の掛止段面間に挟
装状態で圧着掛止されて外部荷重を受け止める。
After this, insert the embedded screw body, which has a female thread for connection at the base and a female thread for mounting at the top, into the hole.
When the foundation bolt is screwed into the connecting female thread and fixed, and the internal thread for mounting of the embedded screw body is used to attach various items to the concrete surface, the deployable sleeve is used to hook the protruding jaw and the enlarged diameter part. It is clamped and latched between the stepped surfaces to absorb external loads.

〔実施例〕〔Example〕

以下、この考案の実施例を図面に基づいて説明
する。
Hereinafter, embodiments of this invention will be described based on the drawings.

第1図はこの考案の分解斜視図、第2図は使用
態様を示す縦断面図である。
FIG. 1 is an exploded perspective view of this invention, and FIG. 2 is a longitudinal sectional view showing how it is used.

図において、1は雄ねじ2を有する基礎ボルト
で、下端に下向きに漸次拡径したテーパ面3aを
形成した張出顎3を一体に連設してなり、張出顎
3の最大径をコンクリート面に穿設した孔Aに緩
挿可能に設定している。
In the figure, reference numeral 1 denotes a foundation bolt having a male thread 2, which is integrally connected with an overhanging jaw 3 having a tapered surface 3a whose diameter gradually increases downwardly at the lower end. It is set so that it can be inserted loosely into hole A drilled in the hole A.

4は筒状をなす展開用スリーブで、下端部に薄
肉連結部5を残してその上端面から切込んだスリ
ツトにより複数個の展開片6を形成してなり、基
礎ボルト1に緩挿されるもので、その高さは孔A
に削成された拡径部Bに対応して決定される。
Reference numeral 4 denotes a cylindrical deployable sleeve, which is loosely inserted into the foundation bolt 1 and has a plurality of deployable pieces 6 formed by slits cut from the upper end surface, leaving a thin connecting portion 5 at the lower end. And its height is hole A
It is determined in accordance with the enlarged diameter portion B that is cut.

尚、この展開用スリーブ4の上下両端面は、好
ましくは外向きに拡径したテーパ面に形成する。
Note that both upper and lower end surfaces of this deployment sleeve 4 are preferably formed into tapered surfaces whose diameters expand outward.

7は埋込みねじ体で、中心孔を有し、その基部
に基礎ボルト1の雄ねじ2に螺合する連結用雌ね
じ8を、上部に取付け用雌ねじ9を設け、且つ、
上端面にドライバー係合溝10を形設している。
Reference numeral 7 denotes an embedded screw body, which has a center hole, has a connecting female screw 8 screwed into the male screw 2 of the foundation bolt 1 at its base, and a mounting female screw 9 at its upper part, and
A driver engagement groove 10 is formed on the upper end surface.

尚、この埋込みねじ体7の2つの雌ねじ8,9
のピツチは、好ましくは、上側の取付け用雌ねじ
9の方を大きくする。
Note that the two female screws 8 and 9 of this embedded screw body 7
The pitch of the upper female mounting thread 9 is preferably larger.

また、実施例では埋込みねじ体7に取付け用雌
ねじ9を設けた構成を示すたが、これを雄ねじに
してもよい。
Furthermore, although the embodiment shows a configuration in which the embedded screw body 7 is provided with a female mounting screw 9, this may be a male screw.

第3図a〜dはこの考案の施工手順を示す説明
図である。
Figures 3a to 3d are explanatory diagrams showing the construction procedure of this invention.

以下に、この図を参照しながら施行手順を説明
する。
The enforcement procedure will be explained below with reference to this figure.

第3図 a コンクリート面に穿設した掛止段C付きの拡径
部Bを有する孔Aに基礎ボルト1を挿入する。
Figure 3 a: Insert the foundation bolt 1 into the hole A drilled in the concrete surface, which has an enlarged diameter part B with a locking step C.

また、基礎ボルト1には展開用スリーブ4を緩
挿して下端を張出顎3のテーパ面3a上に載せた
状態で拡径部Bに対応させる。
Further, the expansion sleeve 4 is loosely inserted into the base bolt 1 so that the lower end thereof is placed on the tapered surface 3a of the overhanging jaw 3 so as to correspond to the enlarged diameter portion B.

第3図 b 別に用意され、略展開用スリーブ4と同一径で
筒状をなす打込み棒Dを孔内に挿入し、その下端
を展開用スリーブ4上端に当てがつて槌打する
と、張出顎3のテーパ面上で展開用スリーブ4の
薄肉連結部5が伸長して展開用スリーブ4は外径
を大きくしながらテーパ面3aを下方に移動する
とともに、打込み棒Dの下端が展開用スリーブ4
の各展開片6と基礎ボルト1間に圧入されて展開
片6の上端部を外向きに押し拡げ、展開用スリー
ブ4は全体として截頭円錐状の筒形に変形する。
Fig. 3 b When a separately prepared driving rod D, which is cylindrical and has approximately the same diameter as the deployment sleeve 4, is inserted into the hole, and its lower end is applied to the upper end of the deployment sleeve 4 and hammered, the overhanging jaw is The thin connecting portion 5 of the deployment sleeve 4 expands on the tapered surface 3, and the deployment sleeve 4 moves downward on the tapered surface 3a while increasing its outer diameter, and the lower end of the driving rod D
The expansion sleeve 4 is press-fitted between each expansion piece 6 and the base bolt 1, and the upper end of the expansion piece 6 is pushed outward, and the expansion sleeve 4 is deformed into a truncated conical cylinder shape as a whole.

第3図 c 埋込みねじ体7を孔内に挿入し、適宜のドライ
バーを使用して、その先端をドライバー係合溝1
0に係合させてねじ込むと、基礎ボルト1の雄ね
じ2が埋込みねじ体7の連結用雌ねじ8との螺合
で、終には基礎ボルト1と埋込みねじ体7とが一
体に固定される。
Figure 3 c Insert the embedded screw body 7 into the hole and use an appropriate screwdriver to insert its tip into the driver engagement groove 1.
0 and screwed in, the male thread 2 of the foundation bolt 1 is screwed into the female connection thread 8 of the embedded screw body 7, and finally the foundation bolt 1 and the embedded screw body 7 are fixed together.

第3図 d 孔A内に埋込みねじ体7を固定し、その上側の
取付け用雌ねじ9を利用して取付ボルトEにより
コンクリート面に構造物F等を取着すると、拡径
部Bでは各展開片6上端が一様に掛止段C面に圧
着掛止されて強固な固定関係を維持する。
Figure 3 d When the embedded screw body 7 is fixed in the hole A and the structure F etc. is attached to the concrete surface using the mounting bolt E using the female mounting screw 9 on the upper side, each expansion occurs in the enlarged diameter part B. The upper end of the piece 6 is uniformly crimped and latched to the surface of the latching step C to maintain a strong fixed relationship.

〔効果〕〔effect〕

以上説明したように、この考案の埋込みねじ構
造によれば、コンクリート面に構造物等を取着す
るための埋込みねじ体と、複数個の展開片を形設
した展開用スリーブを別体構成にし、孔内におい
て展開用スリーブは実質的にその外径を拡大させ
るとともに、上端部を外向きに拡げて全体として
截頭円錐状の筒形に変形させて、これを基礎ボル
トの張出顎と拡径部の掛止段面との間に圧着掛止
させて外部荷重を受け止めるようにしたから、埋
込みねじの引抜き強度を格段に高めて安定性を向
上する。
As explained above, according to the embedded screw structure of this invention, the embedded screw body for attaching a structure etc. to a concrete surface and the deployable sleeve formed with a plurality of deployable pieces are configured separately. Inside the hole, the deploying sleeve substantially expands its outer diameter and expands its upper end outwards to transform the overall shape into a truncated conical cylinder, which is connected to the overhanging jaw of the foundation bolt. Since it is crimped and latched between the latching step surface of the enlarged diameter part and receives external loads, the pull-out strength of the embedded screw is greatly increased and stability is improved.

また、埋込みねじ体は、孔内で展開用スリーブ
の各展開片を展開させた後、基礎ボルトのボルト
身にドライバーを使用してねじ込むから、埋込み
ねじ体に対して無理が掛からず、確実且つ強固な
固定を可能とし、作業性も良くて多方面に適用可
能な優れた考案である。
In addition, the embedded screw body is screwed into the bolt body of the foundation bolt using a screwdriver after each deployment piece of the deployment sleeve is deployed in the hole, so no force is applied to the embedded screw body, and it is secure and secure. It is an excellent idea that allows for strong fixation, good workability, and can be applied in many fields.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案の分解斜視図、第2図は使態
様を示す縦断面図、第3図a〜dは施行手順の説
明図である。 1……基礎ボルト、2……雄ねじ、3……張出
顎、4……展開用スリーブ、5……薄肉連結部、
6……展開片、7……埋込みねじ体、8……連結
用雌ねじ、9……取付け用雌ねじ、10……ドラ
イバー係合溝、A……孔、B……拡径部、C……
掛止段、D……打ち込み棒、E……取付けねじ、
F……構造物。
FIG. 1 is an exploded perspective view of this invention, FIG. 2 is a vertical sectional view showing how it is used, and FIGS. 3 a to 3 d are explanatory diagrams of the implementation procedure. 1...Foundation bolt, 2...Male thread, 3...Protruding jaw, 4...Deployment sleeve, 5...Thin wall connection part,
6... Deployment piece, 7... Embedded screw body, 8... Female thread for connection, 9... Female thread for mounting, 10... Driver engagement groove, A... Hole, B... Expanded diameter part, C...
Latch step, D...driver rod, E...installation screw,
F...Structure.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 孔奥部に拡径部が削成され、該拡径部の孔口側
には掛止段を設けた孔に埋込まれるものであつ
て、下端に下向きに漸次拡径したテーパ面を形成
した張出顎を一体に連設した基礎ボルトと、下端
部に薄肉連結部を残し上端面より切込んだスリツ
トにより複数個の展開片を形設し、前記基礎ボル
トに緩挿される筒状をなす展開用スリーブとを備
え、前記孔内で展開用スリーブの下端を張出顎の
テーパ面上で下方に移動させて薄肉連結部を伸長
させ、かつ、各展開片上端部を外向きに拡げて展
開片上端を拡径孔部の掛止段面に掛止圧着させる
ことを特徴とする埋込みねじ構造。
An enlarged diameter part is cut at the back of the hole, and the diameter enlarged part is embedded in a hole with a locking step provided on the hole opening side, and a tapered surface whose diameter gradually increases downward is formed at the lower end. A cylindrical piece that is loosely inserted into the foundation bolt is formed by forming a plurality of expandable pieces by forming a foundation bolt with integrally connected overhanging jaws, and slits cut from the upper end surface leaving a thin connection part at the lower end. the lower end of the deployable sleeve is moved downwardly on the tapered surface of the overhanging jaw within the hole to extend the thin connecting portion, and the upper end of each deployable piece is expanded outward. The embedded screw structure is characterized in that the upper end of the expandable piece is latched and crimped onto the latching step surface of the enlarged diameter hole.
JP1987184266U 1987-12-01 1987-12-01 Expired JPH0413445Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987184266U JPH0413445Y2 (en) 1987-12-01 1987-12-01

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987184266U JPH0413445Y2 (en) 1987-12-01 1987-12-01

Publications (2)

Publication Number Publication Date
JPH0187308U JPH0187308U (en) 1989-06-09
JPH0413445Y2 true JPH0413445Y2 (en) 1992-03-30

Family

ID=31475639

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987184266U Expired JPH0413445Y2 (en) 1987-12-01 1987-12-01

Country Status (1)

Country Link
JP (1) JPH0413445Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57193643A (en) * 1981-01-13 1982-11-29 Satomariyu Yaanoshiyu Method and apparatus for fixing article to installed concrete wall

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52163678U (en) * 1976-06-07 1977-12-12

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57193643A (en) * 1981-01-13 1982-11-29 Satomariyu Yaanoshiyu Method and apparatus for fixing article to installed concrete wall

Also Published As

Publication number Publication date
JPH0187308U (en) 1989-06-09

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