JPH07102560A - Insertion rib anchor - Google Patents
Insertion rib anchorInfo
- Publication number
- JPH07102560A JPH07102560A JP25263593A JP25263593A JPH07102560A JP H07102560 A JPH07102560 A JP H07102560A JP 25263593 A JP25263593 A JP 25263593A JP 25263593 A JP25263593 A JP 25263593A JP H07102560 A JPH07102560 A JP H07102560A
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- taper
- fitted
- small
- anchor hole
- 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.)
- Granted
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Joining Of Building Structures In Genera (AREA)
- Insertion Pins And Rivets (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は差し筋アンカーに係るも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tendon anchor.
【０００２】[0002]
【従来の技術及び発明が解決しようとする課題】従来こ
の種のものは、例えば図１,図２に示すように異形棒鋼
の下端に下方ほど次第に径大となるテーパ部を設け、こ
のテーパ部の外側に開口部下縁より上方に向かって複数
個の切り込み溝を有する係止筒体を被嵌して差し筋アン
カーを構成し、コンクリートに係止筒体の外径よりやや
径大のアンカー孔を穿孔してこのアンカー孔に該差し筋
アンカーを挿入し、異形棒鋼に工具用押圧筒体ａを被嵌
してその下端面を係止筒体の上端面に当接させ、工具用
押圧筒体ａの上部を打叩することにより係止筒体の切り
込み溝部が異形棒鋼の下端のテーパ部により拡開して係
止筒体とテーパ部とが重合状態に一体物となってアンカ
ー孔壁内面に止着するので異形棒鋼がアンカー孔に固定
されていた。2. Description of the Related Art In the prior art of this type, for example, as shown in FIGS. 1 and 2, a tapered portion having a diameter gradually increasing toward the lower end is provided at the lower end of the deformed steel bar. An anchor hole having a plurality of cut grooves is fitted on the outside of the opening upward from the lower edge of the opening to form a reinforcing bar anchor, and an anchor hole slightly larger in diameter than the outer diameter of the engaging cylinder is provided in concrete. And insert the reinforcing bar anchor into the anchor hole, fit the tool pressing cylinder a on the deformed steel bar, and bring the lower end surface of the deforming steel bar into contact with the upper end surface of the locking cylinder. By striking the upper part of the body a, the cut groove portion of the locking tubular body is expanded by the taper portion at the lower end of the deformed steel bar, and the locking tubular body and the tapered portion are integrated in an overlapping state to form an anchor hole wall. Since it is fixed to the inner surface, the deformed steel bar was fixed in the anchor hole.
【０００３】しかし、この種のものは係止筒体を打ち込
む工具用押圧筒体a が必要なうえに、差し筋アンカーの
径によりその径に合った工具用押圧筒体ａがその都度必
要になり、作業現場においてややもするとこの工具をど
こかに置き忘れて難渋することが多かった。However, this type requires a tool pressing cylinder a for driving the locking cylinder and a tool pressing cylinder a matching the diameter of the reinforcing bar anchor each time. I often left this tool somewhere at the work site, which made it difficult.
【０００４】また、工具用押圧筒体aの上部を打叩し係
止筒体の切り込み溝部を拡開してアンカー孔に異形棒鋼
を止着するとき、打叩によりアンカー孔のコンクリート
面に微細なヘアークラックができコンクリートの強度を
弱めたり、係止筒体とアンカー孔との係止力が弱くなっ
て異形棒鋼が弛むおそれがあった。Further, when the upper portion of the tool pressing cylinder a is tapped to widen the notch of the locking cylinder to fix the deformed steel bar to the anchor hole, the concrete surface of the anchor hole is finely hit by tapping. There is a possibility that various hair cracks may occur and the strength of the concrete may be weakened, or that the locking force between the locking cylinder and the anchor hole may be weakened and the deformed steel bar may loosen.
【０００５】本発明は上記欠点を解決し、差し筋アンカ
ーをコンクリートのアンカー孔に挿入することにより簡
単に差し筋アンカーをアンカー孔に固定することができ
る差し筋アンカーを提供するものである。The present invention solves the above-mentioned drawbacks, and provides a rebar anchor that can be easily fixed in the anchor hole by inserting the rebar anchor into the anchor hole of concrete.
【０００６】[0006]
【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。The gist of the present invention will be described with reference to the accompanying drawings.
【０００７】異形棒鋼１の下端に段部２を介して径小部
３を設け、この径小部３に下方ほど次第に径大となるテ
ーパ部４を連設し、径小部３に弾性体５を嵌入し、テー
パ部４の外側にアンカー孔に摺動状態に挿入され、開口
部下縁６'より上方に向かって切り込み溝を有する係止
筒体６を被嵌したことを特徴とする差し筋アンカーに係
るものである。A small diameter portion 3 is provided at the lower end of the deformed steel bar 1 via a step portion 2, and a taper portion 4 that gradually increases in diameter toward the lower portion is connected to the small diameter portion 3 and an elastic body is attached to the small diameter portion 3. 5 is inserted, and is inserted into the outside of the tapered portion 4 in the anchor hole in a slidable state, and the locking cylinder body 6 having a cut groove is fitted upward from the lower edge 6 ′ of the opening portion. It relates to a muscle anchor.
【０００８】また、径小部３に嵌入される弾性体５をコ
イルバネ８で構成したことを特徴とする請求項１記載の
差し筋アンカーに係るものである。Further, the elastic member 5 fitted in the small diameter portion 3 is constituted by a coil spring 8 according to the first aspect of the present invention.
【０００９】また、径小部３に嵌入される弾性体５を柔
軟な合成樹脂筒９で構成したことを特徴とする請求項１
記載の差し筋アンカーに係るものである。The elastic body 5 fitted in the small-diameter portion 3 is composed of a flexible synthetic resin cylinder 9.
The present invention relates to the insertion bar anchor described.
【００１０】また、径小部３に嵌入される弾性体５をビ
ヤ樽形状の弾性殻体10で構成したことを特徴とする請求
項１記載の差し筋アンカーに係るものである。Further, the elastic bar 5 fitted in the small-diameter portion 3 is composed of a beer barrel-shaped elastic shell 10, and the elastic bar anchor according to claim 1 is characterized.
【００１１】また、異形棒鋼１の下端に段部２を介して
径小部３を設け、この径小部３に下方ほど次第に径大と
なるテーパ部４'を連接し、径小部３にコイルバネ11を
嵌入し、テーパ部４'の外側にテーパ内筒12を遊嵌し、
このテーパ内筒12の下方のテーパ部４'に、アンカー孔
に摺動状態に挿入され、内周面に前記テーパ部４'に係
合するテーパ雌部13'を有する係止筒体13を被嵌し、こ
の係止筒体13の下縁・上縁間に割り形縦溝14を設けたこ
とを特徴とする差し筋アンカーに係るものである。Further, a small diameter portion 3 is provided at the lower end of the deformed steel bar 1 via a step portion 2, and a taper portion 4'which gradually increases in diameter downward is connected to the small diameter portion 3 so that the small diameter portion 3 is connected. The coil spring 11 is fitted, and the tapered inner cylinder 12 is loosely fitted on the outer side of the tapered portion 4 ',
In the lower tapered portion 4'of the tapered inner cylinder 12, there is provided a locking tubular body 13 which is slidably inserted in the anchor hole and has a tapered female portion 13 'which engages with the tapered portion 4'on its inner peripheral surface. The present invention relates to a bar-shaped anchor that is fitted and has split vertical grooves 14 between the lower edge and the upper edge of the locking cylinder 13.
【００１２】[0012]
【作用】請求項１,２,３,４記載の作用について説明す
る。The operation of claims 1, 2, 3 and 4 will be described.
【００１３】コンクリート基台にアンカー用ドリル等で
所定の径のアンカー孔を穿孔し、このアンカー孔に該差
し筋アンカーの先端部を嵌入し、アンカー孔上部端に係
止筒体６の開口部下縁６'を当接し異形棒鋼１を押し込
むと、段部２が弾性体５(コイルバネ８,柔軟な合成樹脂
筒体９,ビヤ樽形状の弾性殻体10)を圧縮し、テーパ部４
が下方に移動してテーパ部４と開口部下縁６'の内径と
の間に間隙ができ、切り込み溝７により開口部下端６'
がすぼまり、異形棒鋼４の押動につれて係止筒体６がア
ンカー孔に摺動状態に挿入される。An anchor hole having a predetermined diameter is drilled in the concrete base with an anchor drill or the like, the tip of the rebar anchor is fitted into this anchor hole, and the lower end of the locking cylinder 6 is inserted into the upper end of the anchor hole. When the edge 6 ′ is brought into contact and the deformed steel bar 1 is pushed in, the step portion 2 compresses the elastic body 5 (the coil spring 8, the flexible synthetic resin cylindrical body 9, the beer barrel-shaped elastic shell body 10), and the tapered portion 4
Moves downward to form a gap between the tapered portion 4 and the inner diameter of the lower edge 6'of the opening, and the cut groove 7 allows the lower end 6'of the opening.
When the deformed steel bar 4 is pushed, the locking cylinder 6 is slidably inserted into the anchor hole.
【００１４】所定の位置で異形棒鋼１の押動を止める
と、係止筒体６が弾性体５の復元力により下方に押動さ
れ、テーパ部４の楔作用により係止筒体６の下縁の切り
込み溝７が拡開され、アンカー孔内壁に係止されるので
異形棒鋼１がアンカー孔に固定される。When the pushing of the deformed steel bar 1 is stopped at a predetermined position, the locking tubular body 6 is pushed downward by the restoring force of the elastic body 5, and the wedge action of the taper portion 4 causes the locking tubular body 6 to move downward. The cut groove 7 on the edge is expanded and locked to the inner wall of the anchor hole, so that the deformed steel bar 1 is fixed to the anchor hole.
【００１５】請求項５の作用について説明する。The operation of claim 5 will be described.
【００１６】アンカー孔に該差し筋アンカーの係止筒体
13の下縁を当接し、異形棒鋼１の段部２でコイルバネ11
を圧縮しながらテーパ内筒12を介して係止筒体13をアン
カー孔内押し込むと、テーパ部４'が下方に移動しテー
パ部４'とテーパ雌部13'との間の間隙により係止筒体13
は割り形縦溝14により内側にすぼまりながらアンカー孔
内に摺動状態に挿入される。[0016] Locking cylinder of the rebar anchor in the anchor hole
The lower edge of 13 is abutted, and the coil spring 11
When the locking cylinder body 13 is pushed into the anchor hole through the tapered inner cylinder 12 while compressing, the taper portion 4'moves downward and is locked by the gap between the taper portion 4'and the taper female portion 13 '. Tube 13
Is slidably inserted in the anchor hole while being slid inward by the split vertical groove 14.
【００１７】所定の場所で異形棒鋼１の押動を止める
と、コイルバネ11の押圧弾性力で係止筒体13が押動さ
れ、テーパ部４'とテーパ雌部13'との楔作用により係止
筒体13が拡開され、アンカー孔に両者が係止されるので
異形棒鋼１がアンカー孔に固定される。When the pushing of the deformed steel bar 1 is stopped at a predetermined position, the locking cylindrical body 13 is pushed by the pushing elastic force of the coil spring 11 and is engaged by the wedge action of the tapered portion 4'and the tapered female portion 13 '. Since the stop cylinder 13 is expanded and both are locked in the anchor hole, the deformed steel bar 1 is fixed in the anchor hole.
【００１８】[0018]
【実施例】添付図面は本発明に好適な一実施例を図示し
たもので、図１,２は従来の差し筋アンカーの構成図及
び使用例を、図３,４は請求項２記載の一実施例を、図
５,６,７は請求項３記載の一実施例を、図８,９は請求
項４記載の一実施例を、図１０,１１は請求項５記載の
一実施例を図示したものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The attached drawings show a preferred embodiment of the present invention. FIGS. 1 and 2 are a structural view and an example of use of a conventional rebar anchor, and FIGS. 5, 6 and 7 are one embodiment described in claim 3, FIGS. 8 and 9 are one embodiment described in claim 4, and FIGS. 10 and 11 are one embodiment described in claim 5. It is the one illustrated.
【００１９】請求項１記載の実施例について説明する。An embodiment according to claim 1 will be described.
【００２０】異形棒鋼１の下縁に段部２を介して径小部
３を設け、この径小部３に下方ほど次第に径大となるテ
ーパ部４を連設し、このテーパ部４の径大部を下方に延
設して異形棒鋼１をアンカー孔に嵌入するときのガイド
部１'を形成し、径小部３に弾性体５(コイルバネ８,柔
軟な合成樹脂筒体９,ビヤ樽形状の弾性殻体10)を嵌入す
る。A small-diameter portion 3 is provided on the lower edge of the deformed steel bar 1 via a step portion 2, and a taper portion 4 having a diameter gradually increasing toward the lower portion 3 is continuously provided. A large portion is extended downward to form a guide portion 1'for inserting the deformed steel bar 1 into the anchor hole, and an elastic body 5 (coil spring 8, flexible synthetic resin cylinder 9, beer barrel shape) is formed in the small diameter portion 3. Insert the elastic shell 10).
【００２１】テーパ部４の外側に上端部が異形棒鋼１に
外径にほぼ等しく下端部の外径が所定の径のアンカー孔
径よりやや径大な円錐台形状の係止筒体６を被嵌し、こ
の係止筒体６の開口部下縁６'より上方に向かって複数
個の切り込み溝７を穿溝する。図示した実施例では係止
筒体６の上部寄り筒部周面に複数個の小孔６"を穿孔
し、この小孔６"に向かって開口部下縁６'より切り込み
溝７を穿溝し、開口部下縁６'に係止筒体６のアンカー
孔への嵌入を容易にするため面取り部を設ける。On the outside of the taper portion 4, there is fitted a locking cylindrical body 6 having a truncated cone shape whose upper end is substantially equal to the outer diameter of the deformed steel bar 1 and whose outer diameter of the lower end is slightly larger than the anchor hole diameter of a predetermined diameter. Then, a plurality of cut grooves 7 are drilled upward from the lower edge 6 ′ of the opening of the locking cylinder 6. In the illustrated embodiment, a plurality of small holes 6 "are formed in the peripheral surface of the locking cylinder 6 near the upper portion, and a cut groove 7 is formed from the lower edge 6'of the opening toward the small holes 6". A chamfered portion is provided on the lower edge 6 ′ of the opening to facilitate fitting of the locking cylinder 6 into the anchor hole.
【００２２】異形棒鋼１の段部２より上方の所定の位置
に異形棒鋼１の埋設深さを規定するマークＳを印する。A mark S defining the embedding depth of the deformed steel bar 1 is provided at a predetermined position above the step 2 of the deformed steel bar 1.
【００２３】実施例を上記のように構成したので、作業
者がコンクリート基台にアンカー用ドリル等で所定の径
のアンカー孔を穿孔し、このアンカー孔に異形棒鋼１の
ガイド部１'をガイドとして異形棒鋼１を嵌入し、アン
カー孔の上端部に係止筒体６の開口部下縁６'の面取り
部を当接して異形棒鋼１を下方に押動すると、異形棒鋼
１の段部２で弾性体５が圧縮され、テーパ部４が下方に
移動し開口部下縁６'の内径とテーパ部４との間に間隙
ができるので、開口部下縁６'がすぼまり開口部下縁６'
の外径が縮小し、切り込み溝７の弾性力に抗しながら係
止筒体６は異形棒鋼１の押圧につれてアンカー孔内に摺
動状態に挿入される。Since the embodiment is configured as described above, an operator drills an anchor hole having a predetermined diameter in a concrete base with an anchor drill or the like, and guides the guide portion 1'of the deformed steel bar 1 into the anchor hole. As a result, the deformed steel bar 1 is inserted, and the chamfered portion of the lower edge 6'of the opening of the locking tubular body 6 is brought into contact with the upper end of the anchor hole to push the deformed steel bar 1 downward. The elastic body 5 is compressed, the tapered portion 4 moves downward, and a gap is formed between the inner diameter of the opening lower edge 6'and the tapered portion 4, so that the opening lower edge 6'is narrowed and the opening lower edge 6 '.
The outer diameter of the locking cylinder 6 is reduced, and the locking cylinder 6 is slidably inserted into the anchor hole as the deformed steel bar 1 is pressed against the elastic force of the cut groove 7.
【００２４】異形棒鋼１に印した埋設深さを確認するマ
ークＳがコンクリート基台の表面に到達した位置で異形
棒鋼１の押動を止めると、弾性体５の抗圧力で係止筒体
６が下方に押動され、テーパ部４の楔作用により開口部
下縁６'が切り込み溝７の介存により拡開しアンカー孔
内壁に係止固定されるので異形棒鋼１がアンカー孔の所
定の位置に固定される。When pushing of the deformed steel bar 1 is stopped at a position where the mark S for confirming the burial depth marked on the deformed steel bar 1 reaches the surface of the concrete base, the locking cylinder 6 is caused by the coercive force of the elastic body 5. Is pushed downward and the lower edge 6 ′ of the opening is expanded by the presence of the cut groove 7 by the wedge action of the tapered portion 4 and is locked and fixed to the inner wall of the anchor hole, so that the deformed steel bar 1 is located at a predetermined position of the anchor hole. Fixed to.
【００２５】異形棒鋼１の上部先端部の螺子部に建造物
やその他の機材の止着孔を被嵌し、ナット等で螺着して
締め付けると、該差し筋アンカーのテーパ部４により開
口部下縁６'が更に拡開するよう作用するので、建造物
やその他の機材が更に確実にコンクリート基台上に固定
される。When the fastening hole of a building or other equipment is fitted in the screw portion of the upper end of the deformed steel bar 1 and screwed and tightened with a nut or the like, the taper portion 4 of the bar anchor lowers the opening. As the rim 6'acts to further expand, the building and other equipment are more securely fixed on the concrete base.
【００２６】また、異形棒鋼１の所定の位置に異形棒鋼
１の埋設深さを規定するマークＳを付設したので、従来
の差し筋アンカーのようにアンカー孔内で係止筒体が確
実に打叩され、アンカー孔に差し筋アンカーが正しく固
定されているかの確認が難しかった場合に比し、マーク
Ｓを目視によりチェックするだけで該差し筋アンカーの
埋設が確認され管理が容易となる。Further, since the mark S for defining the embedding depth of the deformed steel bar 1 is provided at a predetermined position of the deformed steel bar 1, the locking cylinder can be reliably driven in the anchor hole like a conventional rebar anchor. Compared with the case where it is difficult to confirm whether the reinforcing bar anchor is correctly fixed in the anchor hole by hitting, the embedding of the reinforcing bar anchor is confirmed and the management becomes easy only by visually checking the mark S.
【００２７】図３,４は請求項２記載の実施例を図示し
たもので径小部３に嵌入される弾性体５をコイルバネ８
で構成した場合を示している。3 and 4 show an embodiment according to a second aspect of the present invention, in which an elastic body 5 fitted in the small diameter portion 3 and a coil spring 8 are provided.
The figure shows the case of configuration.
【００２８】図５,６,７は請求項３記載の一実施例を図
示したのもので径小部３に嵌入される弾性体５をアンカ
ー孔内径よりやや径小な外径を有する柔軟な合成樹脂筒
体９で構成した場合を図示している。FIGS. 5, 6 and 7 show one embodiment of the third aspect of the present invention, in which the elastic body 5 fitted in the small diameter portion 3 has a flexible outer diameter slightly smaller than the inner diameter of the anchor hole. The figure shows a case where the synthetic resin cylinder 9 is used.
【００２９】図８,９は請求項４記載の一実施例を図示
したもので、径小部３に嵌入される弾性体５をビヤ樽形
状の弾性殻体10で構成した場合を示したもので、この弾
性殻体10は中央部の最大径がアンカー外径より径小なビ
ヤ樽形状の殻体で、この殻体の中央部の周面にほぼ等間
隔で縦方向に複数個のスリット部10'を設ける。FIGS. 8 and 9 show one embodiment of the fourth aspect of the present invention, and show the case where the elastic body 5 fitted in the small diameter portion 3 is composed of a beer barrel-shaped elastic shell 10. , The elastic shell 10 is a barrel-shaped shell having a maximum diameter in the central portion smaller than the outer diameter of the anchor, and a plurality of slit portions 10 are provided in the longitudinal direction at substantially equal intervals on the peripheral surface of the central portion of the shell. 'Is provided.
【００３０】図１０,１１は請求項５記載の一実施例を
図示したもので、径小部３に嵌入する弾性体５をコイル
バネ11で構成し、テーパ部４'の外側に外径がアンカー
孔径よりやや径小な円錐筒台形状のテーパ内筒12を被嵌
し、このテーパ内筒12の下方のテーパ部４'に、アンカ
ー孔に摺動状態に挿入され、内周面に前記テーパ部４'
に係合するテーパ雌部13'を有する係止筒体13を被嵌
し、この係止筒体13の下縁・上縁間に割り形縦溝14を設
け、下縁に係止筒体13のアンカー孔の嵌入を容易にする
面取り部を設ける。FIGS. 10 and 11 show one embodiment of the fifth aspect of the present invention. An elastic body 5 fitted in the small diameter portion 3 is constituted by a coil spring 11 and an outer diameter is an anchor outside the tapered portion 4 '. A tapered inner cylinder 12 having a truncated conical cylinder shape having a diameter slightly smaller than the hole diameter is fitted, and the taper portion 4 ′ below the tapered inner cylinder 12 is slidably inserted into the anchor hole, and the inner peripheral surface is tapered. Part 4 '
A locking tubular body 13 having a taper female portion 13 'that engages with is fitted, a split vertical groove 14 is provided between the lower edge and the upper edge of the locking tubular body 13, and the locking tubular body is provided at the lower edge. A chamfer is provided to facilitate the insertion of the 13 anchor holes.
【００３１】本実施例を上記のように構成したので、ア
ンカー孔にガイド部１'をガイドとして異形棒鋼１を嵌
入し、係止筒体13の下端の面取り部をアンカー孔端に当
接し異形棒端１を下方に押動すると、テーパ部４'が下
方に移動してテーパ部４'とテーパ雌部13'間に間隙がで
き割り形縦溝14により係止筒体13がすぼまり、異形棒鋼
１の押圧につれてテーパ内筒12を介して係止筒体13がア
ンカー孔内に摺動状態に挿入される。Since the present embodiment is constructed as described above, the deformed steel bar 1 is inserted into the anchor hole using the guide portion 1'as a guide, and the chamfered portion of the lower end of the locking cylinder 13 is brought into contact with the end of the anchor hole to cause the irregular shape. When the rod end 1 is pushed downward, the taper portion 4'moves downward and a gap is formed between the taper portion 4'and the taper female portion 13 ', and the split cylindrical groove 14 allows the locking cylinder 13 to be narrowed. As the deformed steel bar 1 is pressed, the locking cylinder 13 is slidably inserted into the anchor hole via the tapered inner cylinder 12.
【００３２】マークＳを目印とした所定の位置で異形棒
鋼１の押動を止めると、コイルバネ11の抗圧力で係止筒
体13が下方に押動され、テーパ部４'とテーパ雌部13'と
の楔作用により係止筒体13が割り形溝14の介存により開
き、係止筒体13がアンカー孔に止着され異形棒鋼１がア
ンカー孔に止着される。When the pushing of the deformed steel bar 1 is stopped at a predetermined position with the mark S as a mark, the locking cylinder 13 is pushed downward by the coercive force of the coil spring 11, and the taper portion 4'and the taper female portion 13 are pressed. The locking cylinder 13 is opened by the interposition of the split groove 14 by the wedge action with ′, and the locking cylinder 13 is fixed to the anchor hole and the deformed steel bar 1 is fixed to the anchor hole.
【００３３】[0033]
【発明の効果】本発明は上記のように構成したので、従
来の差し筋アンカーのように、係止筒体を打叩して係止
筒体の切り込み溝を拡開するための特別な工具を必要と
しない上に、打叩することによりアンカー孔壁に微細な
ヘアクラックが発生してアンカー強度を弱めたり、係止
筒体とアンカー孔との係止力が弱くなって異形棒鋼が弛
むおそれがなくなり、現場において本発明の差し筋アン
カーをアンカー孔に挿入して所望の位置で停止すると弾
性体(コイルバネ,柔軟な合成樹脂体,ビヤ樽形状の弾性
殻体)の復元力により係止筒体を下方に押動してテーパ
部の楔作用により差し筋アンカーをアンカー孔に固定す
ることができるので、迅速にしかも安全にアンカー作業
が施工でき、疲労感が著しく減少し、打叩によりコンク
リートにヘアクラックの発生の危険が全くないのでアン
カー強度が著しく向上する。Since the present invention is constructed as described above, it is a special tool for tapping the locking cylinder to widen the notch of the locking cylinder, as in the conventional rebar anchor. In addition, the impact strength weakens the anchor hair due to fine hair cracks on the wall of the anchor hole due to tapping, and the locking force between the locking cylinder and the anchor hole weakens and the deformed steel bar becomes loose. There is no fear, and when the insertion bar of the present invention is inserted into the anchor hole and stopped at the desired position in the field, the locking cylinder is caused by the restoring force of the elastic body (coil spring, flexible synthetic resin body, beer barrel-shaped elastic shell body). By pushing the body downwards and fixing the reinforcing bar anchor to the anchor hole by the wedge action of the taper part, the anchor work can be done quickly and safely, the feeling of fatigue is significantly reduced, and the concrete can be hit by tapping. On hair crack Since there is no danger of the occurrence of, the anchor strength is remarkably improved.
【００３４】また、径小部に弾性体を嵌入したのでこの
弾性体の弾性力により差し筋アンカーに加わる地震やそ
の他の衝撃力を著しく吸収できるので構造上極めて安全
であり、実用的で秀れた差し筋アンカーとなる。Further, since the elastic body is fitted in the small diameter portion, the elastic force of this elastic body can remarkably absorb the earthquake or other impact force applied to the rebar anchor, so that it is structurally extremely safe, practical and excellent. It serves as a strait anchor.
【図１】従来の差し筋アンカーの構成を示す一部を切欠
ける正面図である。FIG. 1 is a partially cutaway front view showing a structure of a conventional rebar anchor.
【図２】従来の差し筋アンカーの使用例を示す一部を切
欠ける正面図である。FIG. 2 is a partially cutaway front view showing an example of use of a conventional rebar anchor.
【図３】本発明の請求項２の一実施例を示す一部を切欠
ける正面図である。FIG. 3 is a partially cutaway front view showing an embodiment of claim 2 of the present invention.
【図４】上記の使用例を示す一部を切欠ける正面図であ
る。FIG. 4 is a partially cutaway front view showing the above-described usage example.
【図５】本発明の請求項３の一実施例の構成を示す説明
用分解斜視図である。FIG. 5 is an explanatory exploded perspective view showing the configuration of an embodiment of claim 3 of the present invention.
【図６】上記の使用例を示す正断面図である。FIG. 6 is a front cross-sectional view showing the above usage example.
【図７】上記の使用例を示す一部を切欠ける正面図であ
る。FIG. 7 is a partially cutaway front view showing the above-described usage example.
【図８】本発明の請求項４の一実施例を示す斜視図であ
る。FIG. 8 is a perspective view showing an embodiment of claim 4 of the present invention.
【図９】上記の使用例を示す正断面図である。FIG. 9 is a front cross-sectional view showing the above usage example.
【図１０】本発明の請求項５の一実施例を示す一部を切
欠ける正面図である。FIG. 10 is a partially cutaway front view showing an embodiment of claim 5 of the present invention.
【図１１】上記の使用例を示す一部を切欠ける正面図で
ある。FIG. 11 is a front view with a part cut away to show the above-described usage example.
１ 異形棒鋼 ２ 段部 ３ 径小部 ４ テーパ部 ４' テーパ部 ５ 弾性体 ６ 係止筒体 ６' 切り込み溝 ７ 切り込み溝 ８ コイルバネ ９ 合成樹脂筒体 10 弾性殻体 11 コイルバネ 12 テーパ内筒 13 係止筒体 13' テーパ雌部 14 割り形縦溝 1 Deformed steel bar 2 Step section 3 Small diameter section 4 Tapered section 4'Tapered section 5 Elastic body 6 Locking cylinder body 6'Cut groove 7 Cut groove 8 Coil spring 9 Synthetic resin cylinder 10 Elastic shell 11 Coil spring 12 Tapered inner cylinder 13 Locking cylinder 13 'Taper female part 14 Split type vertical groove
Claims (5)
設け、この径小部に下方ほど次第に径大となるテーパ部
を連設し、径小部に弾性体を嵌入し、テーパ部の外側に
アンカー孔に摺動状態に挿入され、開口部下縁より上方
に向かって切り込み溝を有する係止筒体を被嵌したこと
を特徴とする差し筋アンカー。1. A small diameter portion is provided at the lower end of a deformed steel bar via a step portion, a taper portion gradually increasing in diameter toward the lower portion is continuously provided, and an elastic body is fitted into the small diameter portion, An insert-stripe anchor which is slidably inserted into an anchor hole on the outside of a tapered portion, and is fitted with a locking cylinder having a cut groove upward from the lower edge of the opening.
で構成したことを特徴とする請求項１記載の差し筋アン
カー。2. An elastic bar anchor according to claim 1, wherein the elastic body fitted in the small-diameter portion is constituted by a coil spring.
樹脂筒で構成したことを特徴とする請求項１記載の差し
筋アンカー。3. The reinforcing bar anchor according to claim 1, wherein the elastic body fitted in the small-diameter portion is made of a flexible synthetic resin cylinder.
の弾性殻体で構成したことを特徴とする請求項１記載の
差し筋アンカー。4. The bar-reinforcing bar anchor according to claim 1, wherein the elastic body fitted in the small-diameter portion is composed of a beer barrel-shaped elastic shell body.
設け、この径小部に下方ほど次第に径大となるテーパ部
を連接し、径小部にコイルバネを嵌入し、テーパ部の外
側にテーパ内筒を遊嵌し、このテーパ内筒の下方のテー
パ部に、アンカー孔に摺動状態に挿入され、内周面に前
記テーパ部に係合するテーパ雌部を有する係止筒体を被
嵌し、この係止筒体の下縁・上縁間に割り形縦溝を設け
たことを特徴とする差し筋アンカー。5. A small-diameter portion is provided at the lower end of the deformed steel bar via a step portion, and a taper portion that gradually increases in diameter toward the lower portion is connected to the small-diameter portion, and a coil spring is fitted into the small-diameter portion to form a taper portion. A taper inner cylinder is loosely fitted to the outside of the, and a taper female portion that is slidably inserted in the anchor hole and has a taper female portion that engages with the taper portion is provided on the inner peripheral surface of the taper inner cylinder. A bar-shaped anchor in which a tubular body is fitted and split vertical grooves are provided between the lower edge and the upper edge of the locking tubular body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25263593A JP2934868B2 (en) | 1993-10-08 | 1993-10-08 | Stud anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25263593A JP2934868B2 (en) | 1993-10-08 | 1993-10-08 | Stud anchor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07102560A true JPH07102560A (en) | 1995-04-18 |
| JP2934868B2 JP2934868B2 (en) | 1999-08-16 |
Family
ID=17240099
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP25263593A Expired - Lifetime JP2934868B2 (en) | 1993-10-08 | 1993-10-08 | Stud anchor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2934868B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100488118B1 (en) * | 2002-07-05 | 2005-05-09 | 최영근 | Compressive and Extensive Fixture of Earth Anchor |
| KR100746879B1 (en) * | 2006-11-15 | 2007-08-08 | 이종수 | Anchor |
| KR100948244B1 (en) * | 2009-07-30 | 2010-03-18 | 윤정배 | Ground space pressing apparatus with spring and wedge and construction method of the same and elimination method |
-
1993
- 1993-10-08 JP JP25263593A patent/JP2934868B2/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100488118B1 (en) * | 2002-07-05 | 2005-05-09 | 최영근 | Compressive and Extensive Fixture of Earth Anchor |
| KR100746879B1 (en) * | 2006-11-15 | 2007-08-08 | 이종수 | Anchor |
| KR100948244B1 (en) * | 2009-07-30 | 2010-03-18 | 윤정배 | Ground space pressing apparatus with spring and wedge and construction method of the same and elimination method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2934868B2 (en) | 1999-08-16 |
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