JP3211679U - Expansion anchor - Google Patents

Expansion anchor Download PDF

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JP3211679U
JP3211679U JP2017002210U JP2017002210U JP3211679U JP 3211679 U JP3211679 U JP 3211679U JP 2017002210 U JP2017002210 U JP 2017002210U JP 2017002210 U JP2017002210 U JP 2017002210U JP 3211679 U JP3211679 U JP 3211679U
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main body
wall
core rod
hole
expansion anchor
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易攸 林
易攸 林
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易攸 林
易攸 林
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B13/00Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
    • F16B13/04Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Dowels (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

【課題】ドリル穴に堅牢に固着することができる、ケミカルアンカー不要の拡張アンカーを提供する。【解決手段】ケミカルアンカー不要の拡張アンカーは本体2と、芯棒3と、ナット4とを備える。本体2の真ん中には貫通穴20が設けられ、本体2の内壁と、本体2の外壁とにはねじ山21、22が設けられ、本体2の末部には切溝23が設けられ、かつ隣接する2個の前記切溝の間に形成される弧形部24の内壁は平滑な表面である。芯棒3は、本体2の貫通穴20に螺設され、芯棒3の外壁にはねじ山30が設けられ、芯棒3の末部にはテーパ部31が設けられ、芯棒3の頂部には凸部32が設けられる。テーパ部31は最大直径が本体2の貫通穴20の穴径より大きい。複数のナット4は、本体2と、芯棒3とのねじ山にそれぞれ螺設される。【選択図】図4An expansion anchor that can be firmly fixed to a drill hole and does not require a chemical anchor is provided. An expansion anchor that does not require a chemical anchor includes a main body 2, a core rod 3, and a nut 4. A through hole 20 is provided in the middle of the main body 2, threads 21 and 22 are provided on the inner wall of the main body 2 and the outer wall of the main body 2, and a kerf 23 is provided at the end of the main body 2, and The inner wall of the arcuate portion 24 formed between the two adjacent kerfs is a smooth surface. The core rod 3 is screwed into the through hole 20 of the main body 2, a screw thread 30 is provided on the outer wall of the core rod 3, a taper portion 31 is provided at the end of the core rod 3, and the top of the core rod 3. Is provided with a convex portion 32. The maximum diameter of the tapered portion 31 is larger than the diameter of the through hole 20 of the main body 2. The plurality of nuts 4 are respectively screwed on the threads of the main body 2 and the core rod 3. [Selection] Figure 4

Description

本考案は、拡張アンカーに関する。   The present invention relates to an expansion anchor.

一般的によく使われる差筋用拡張アンカーは、本体1と、ナットNと、拡張部材10を備えている(図1参照)。拡張部材10を組み込んだ本体1をドリル穴Aにはめ込んだ後、拡張部材10上部のナットNを工具で回すことにより、拡張部材10下部のテーパ部を上昇させる。すると、テーパ部の先端部が本体1下部を押し、ドリル穴Aの内壁を押し付けて固着させる。   A differential anchor expansion anchor that is often used generally includes a main body 1, a nut N, and an expansion member 10 (see FIG. 1). After the main body 1 incorporating the expansion member 10 is fitted in the drill hole A, the taper portion at the lower part of the expansion member 10 is raised by turning the nut N above the expansion member 10 with a tool. Then, the tip of the tapered portion presses the lower portion of the main body 1 and presses and fixes the inner wall of the drill hole A.

しかし、本体1は平滑な表面を有するため、外力が本体1とドリル穴Aとの摩擦力より大きい場合、ドリル穴Aから抜けてしまい、使用上において事故を引き起こす恐れがある。なお、壁面の厚さが足りず、本体1がドリル穴Aに完全におさまることができない(図2参照)場合、本体1が使用できなくなる。   However, since the main body 1 has a smooth surface, if the external force is larger than the frictional force between the main body 1 and the drill hole A, the main body 1 may come out of the drill hole A and cause an accident in use. In addition, when the wall thickness is insufficient and the main body 1 cannot completely fit into the drill hole A (see FIG. 2), the main body 1 cannot be used.

上記の問題を解決するために、ドリル穴Aにコーキング剤Bを直接注入してから、スタッドボルト11を挿入する方法が開発されており、コーキング剤Bが硬化後、スタッドボルト11をドリル穴Aに係止させる(図3参照)ことができる。しかし、コーキング剤Bは温度の変化で硬化性が劣ってしまうことがあるため、スタッドボルト11がドリル穴Aから抜けてしまい、使用上には課題が残る。   In order to solve the above problems, a method has been developed in which the caulking agent B is directly injected into the drill hole A and then the stud bolt 11 is inserted. After the caulking agent B is cured, the stud bolt 11 is inserted into the drill hole A. (See FIG. 3). However, since the caulking agent B may be inferior in curability due to a change in temperature, the stud bolt 11 falls out of the drill hole A, and there remains a problem in use.

本考案は、ドリル穴に堅牢に固着することができる、ケミカルアンカー不要の拡張アンカーを提供することを目的とする。   An object of the present invention is to provide an expansion anchor that can be firmly fixed to a drill hole and does not require a chemical anchor.

本考案のケミカルアンカー不要の拡張アンカーは、軸方向に沿った貫通穴が中心に設けられる本体と、本体の貫通穴に設けられる芯棒と、複数のナットと、を備える。本体の外壁と、本体の内壁とにはねじ山が設けられ、本体の末部には複数の切溝が設けられ、隣接する2個の前記切溝の間に形成される弧形部の内壁の表面は平滑であり、芯棒の外壁にはねじ山が設けられ、芯棒の末部にはテーパ部が設けられ、かつ頂部には凸部が設けられ、複数のナットは本体の外壁に設けられたねじ山と、芯棒の外壁に設けられたねじ山とにそれぞれ設けられることを特徴としている。   An expansion anchor that does not require a chemical anchor according to the present invention includes a main body provided with a through hole in the center in the axial direction, a core bar provided in the through hole of the main body, and a plurality of nuts. The outer wall of the main body and the inner wall of the main body are provided with a screw thread, the end of the main body is provided with a plurality of kerfs, and the inner wall of the arc-shaped part formed between two adjacent kerfs The surface of the core rod is smooth, the outer wall of the core rod is provided with a screw thread, the end of the core rod is provided with a taper portion, the top portion is provided with a convex portion, and a plurality of nuts are provided on the outer wall of the main body. It is characterized by being provided respectively on the provided thread and the thread provided on the outer wall of the core rod.

公知の差筋用拡張アンカーの使用方法を示す断面図である。It is sectional drawing which shows the usage method of a well-known expansion anchor for differential muscles. 公知の差筋用拡張アンカーの使用方法を示す説明図である。It is explanatory drawing which shows the usage method of a well-known expansion | extension anchor for differential muscles. もう一つの公知の差筋用拡張アンカーの使用方法を示す断面図である。It is sectional drawing which shows the usage method of another well-known expansion anchor for differential muscles. 本考案の第1実施形態に係る拡張アンカーの分解斜視図である。1 is an exploded perspective view of an expansion anchor according to a first embodiment of the present invention. 本考案の第1実施形態に係るナット未組込の拡張アンカーの組立斜視図である。It is an assembly perspective view of the expansion anchor which has not built in the nut concerning a 1st embodiment of the present invention. 本考案の第1実施形態に係る拡張アンカーの使用方法を示す断面図(一)である。It is sectional drawing (1) which shows the usage method of the expansion anchor which concerns on 1st Embodiment of this invention. 本考案の第1実施形態に係る拡張アンカーの使用方法を示す断面図(二)である。It is sectional drawing (2) which shows the usage method of the expansion anchor which concerns on 1st Embodiment of this invention. 本考案の第2実施形態に係る拡張アンカーの斜視図である。It is a perspective view of an expansion anchor concerning a 2nd embodiment of the present invention. 本考案の第2実施形態に係る拡張アンカーの使用方法を示す断面図である。It is sectional drawing which shows the usage method of the expansion anchor which concerns on 2nd Embodiment of this invention. 本考案の第3実施形態に係る拡張アンカーの分解斜視図である。It is a disassembled perspective view of the expansion anchor which concerns on 3rd Embodiment of this invention. 本考案の第3実施形態に係る拡張アンカーの使用方法を示す断面図である。It is sectional drawing which shows the usage method of the expansion anchor which concerns on 3rd Embodiment of this invention. 本考案の第4実施形態に係る拡張アンカーの分解斜視図である。It is a disassembled perspective view of the expansion anchor which concerns on 4th Embodiment of this invention. 本考案の第4実施形態に係る拡張アンカーの組立斜視図である。It is an assembly perspective view of an expansion anchor concerning a 4th embodiment of the present invention. 本考案の第4実施形態に係る拡張アンカーの使用方法を示す断面図(一)である。It is sectional drawing (1) which shows the usage method of the expansion anchor which concerns on 4th Embodiment of this invention. 本考案の第4実施形態に係る拡張アンカーの使用方法を示す断面図(二)である。It is sectional drawing (2) which shows the usage method of the expansion anchor which concerns on 4th Embodiment of this invention. 本考案の第4実施形態に係る拡張アンカーの使用方法を示す断面図(三)である。It is sectional drawing (3) which shows the usage method of the expansion anchor which concerns on 4th Embodiment of this invention.

(第1実施形態)
本考案の実施形態による拡張アンカーを図面に基づいて説明する。図4から図7に示す。本考案の第1実施形態による拡張アンカーは、主として本体2と、芯棒3と、複数のナット4とからなる。本体2には軸方向に沿った貫通穴20が中心に設けられる。本体2の内壁と、本体の外壁とにはねじ山21、22が設けられ、本体2の末部には複数の切溝23が設けられる。切溝23は長さが最低5センチであるため、比較的に広く展開してかみ合う面ができる。隣接する切溝23同士の間には複数の弧形部24が形成され、弧形部24は内壁の表面は平滑であり、かつ底部の開口先端にはテーパ傾斜面240が設けられる。芯棒3は、本体2の貫通穴20内を通して設置され、外壁にはねじ山30が設けられ、末部にはテーパ部31が設けられ、かつ頂部には凸部32が設けられる。凸部32は六角形または十二角形のいずれでも良い。テーパ部31は直径が貫通穴20の直径より大きい。複数のナット4は、本体2と、芯棒3とのねじ山22、30に螺設される。
(First embodiment)
An expansion anchor according to an embodiment of the present invention will be described with reference to the drawings. It is shown in FIGS. The expansion anchor according to the first embodiment of the present invention mainly includes a main body 2, a core rod 3, and a plurality of nuts 4. The main body 2 is provided with a through hole 20 in the center along the axial direction. Screw threads 21 and 22 are provided on the inner wall of the main body 2 and the outer wall of the main body 2, and a plurality of kerfs 23 are provided at the end of the main body 2. Since the kerf 23 is at least 5 centimeters long, it has a relatively wide unfolded surface. A plurality of arc-shaped portions 24 are formed between the adjacent kerfs 23, the arc-shaped portion 24 has a smooth inner wall surface, and a tapered inclined surface 240 is provided at the opening tip of the bottom portion. The core rod 3 is installed through the through hole 20 of the main body 2, a screw thread 30 is provided on the outer wall, a tapered portion 31 is provided at the end, and a convex portion 32 is provided at the top. The convex part 32 may be hexagonal or dodecagonal. The diameter of the tapered portion 31 is larger than the diameter of the through hole 20. The plurality of nuts 4 are screwed to the threads 22 and 30 between the main body 2 and the core rod 3.

使用時は、芯棒3を組み込んだ本体2をドリル穴Aに適切な位置まで回転挿入し、本体2にあるナット4の底部を平面に係合させた(図6参照)後、工具(図の表示無し)で芯棒3上部の凸部32を回して芯棒3を上昇させる(図7参照)。芯棒3のテーパ部31が徐々に本体2下部の貫通穴20に入っていく際に、弧形部24はテーパ部31の先端部に押されて外に拡張し、弧形部24のおねじ山をドリル穴Aの内壁に確実にかみ合わせる。この際、本体2はドリル穴Aに完全に固着されるため、この後ナット4を芯棒3に螺設して固着させる。弧形部24の展開した直径はドリル穴Aの直径よりはるかに長いため、本体2が引っ張り出されることが無い。   At the time of use, the main body 2 incorporating the core rod 3 is rotationally inserted into the drill hole A to an appropriate position, and the bottom of the nut 4 in the main body 2 is engaged with a flat surface (see FIG. 6). ), The protrusion 32 at the top of the core 3 is turned to raise the core 3 (see FIG. 7). When the tapered portion 31 of the core rod 3 gradually enters the through hole 20 at the lower portion of the main body 2, the arc-shaped portion 24 is pushed outward by the tip end portion of the tapered portion 31 and expands outward. Securely engage the thread with the inner wall of the drill hole A. At this time, since the main body 2 is completely fixed to the drill hole A, the nut 4 is then screwed to the core rod 3 and fixed. Since the developed diameter of the arc-shaped portion 24 is much longer than the diameter of the drill hole A, the main body 2 is not pulled out.

(第2実施形態)
図8と図9とに示す本考案の第2実施形態による拡張アンカーは、主として本体2と、芯棒5と、複数のナット4とからなる。本体2には軸方向に沿った貫通穴20が中心に設けられ、本体2の内壁と、外壁とにはねじ山21、22が設けられ、本体2の末部には複数の切溝23が設けられ、切溝23と切溝23との間には複数の弧形部24が形成され、弧形部24は内壁の表面は平滑であり、かつ底部の開口先端にはテーパ傾斜面240が設けられる。芯棒5は、本体2の貫通穴20内を通して設置され、外壁にはねじ山50が設けられ、頂部には凸部52が設けられる。凸部52は六角形または十二角形のいずれでも良い。芯棒5の末部にはテーパヘッド51が螺設され、テーパヘッド51は中心にねじ穴510を設けてなり、芯棒5を螺設して結合することができる。テーパヘッド51は直径が貫通穴20の直径より大きい。複数のナット4は、本体2と、芯棒5とのねじ山22、50に螺設される。
(Second Embodiment)
The expansion anchor according to the second embodiment of the present invention shown in FIGS. 8 and 9 mainly includes a main body 2, a core rod 5, and a plurality of nuts 4. The main body 2 is provided with a through hole 20 along the axial direction in the center, the inner wall and the outer wall of the main body 2 are provided with threads 21 and 22, and a plurality of kerfs 23 are formed at the end of the main body 2. A plurality of arc-shaped portions 24 are formed between the kerf 23 and the kerf 23, the arc-shaped portion 24 has a smooth inner wall surface, and a tapered inclined surface 240 at the tip of the bottom opening. Provided. The core rod 5 is installed through the through hole 20 of the main body 2, a screw thread 50 is provided on the outer wall, and a convex portion 52 is provided on the top. The convex portion 52 may be either a hexagon or a dodecagon. A taper head 51 is screwed at the end of the core rod 5, and the taper head 51 is provided with a screw hole 510 at the center, and the core rod 5 can be screwed and coupled. The diameter of the taper head 51 is larger than the diameter of the through hole 20. The plurality of nuts 4 are screwed to the threads 22 and 50 between the main body 2 and the core rod 5.

使用時は、工具で芯棒5上部の凸部52を回すだけで、テーパヘッド51を上昇させてその先端部でドリル穴Aの内壁に押してはめ込ませ、固着させる目的を達することができる。   At the time of use, the purpose of fixing the taper head 51 by raising the taper head 51 and pushing it into the inner wall of the drill hole A by simply turning the convex portion 52 at the top of the core rod 5 with a tool can be achieved.

(第3実施形態)
図10と図11とに示す本考案の第3実施形態による拡張アンカーは、主として本体2と、芯棒3と、複数のナット4とからなる。本体2には軸方向に沿った貫通穴20が中心に設けられ、本体2の外壁にはねじ山22が設けられ、本体2の末部には複数の切溝23が設けられ、かつ切溝23と切溝23との間には複数の弧形部24が形成され、弧形部24は内壁の表面は平滑であり、かつ底部の開口先端にはテーパ傾斜面240が設けられる。芯棒3は、本体2の貫通穴20内を通して設置され、外壁にはねじ山30が設けられ、末部にはテーパ部31が設けられる。テーパ部31は直径が貫通穴20の直径より大きい。複数のナット4は、本体2と、芯棒3とのねじ山22、30に螺設される。
(Third embodiment)
The expansion anchor according to the third embodiment of the present invention shown in FIGS. 10 and 11 mainly includes a main body 2, a core rod 3, and a plurality of nuts 4. The main body 2 is provided with a through hole 20 along the axial direction at the center, the outer wall of the main body 2 is provided with a thread 22, a plurality of kerfs 23 are provided at the end of the main body 2, and the kerfs A plurality of arc-shaped portions 24 are formed between the groove 23 and the kerf 23, the arc-shaped portion 24 has a smooth inner wall surface, and a tapered inclined surface 240 is provided at the opening tip of the bottom portion. The core rod 3 is installed through the through-hole 20 of the main body 2, a screw thread 30 is provided on the outer wall, and a tapered portion 31 is provided at the end. The diameter of the tapered portion 31 is larger than the diameter of the through hole 20. The plurality of nuts 4 are screwed to the threads 22 and 30 between the main body 2 and the core rod 3.

(第4実施形態)
図12から図16に示す本考案の第4実施形態による拡張アンカーは、主として本体6と、芯棒7と、ナット4とからなる。本体6には軸方向に沿った貫通穴60が中心に設けられ、本体6の外壁にはねじ山61が設けられ、本体6の末部には複数の切溝62と、弧形部63が設けられ、本体6は貫通穴60底部にテーパ傾斜面64を設けてなる。芯棒7は、本体6の貫通穴60内を通して設置され、外壁にはねじ山70が設けられ、頂部には回転部71が設けられる。芯棒7の末端にはテーパヘッド72が螺設され、テーパヘッド72の中心にはねじ穴720が設けられ、テーパヘッド72の前段にはテーパ面721が設けられ、さらにテーパ面721には粗面7210が設けられる。ねじ穴720は芯棒7を螺設して結合することができる。テーパヘッド72は直径が本体6の貫通穴60の直径より大きい。ナット4は、本体6のねじ山61に螺設される。
(Fourth embodiment)
The expansion anchor according to the fourth embodiment of the present invention shown in FIGS. 12 to 16 mainly includes a main body 6, a core rod 7, and a nut 4. The main body 6 is provided with a through hole 60 in the axial direction in the center, the outer wall of the main body 6 is provided with a thread 61, and a plurality of kerfs 62 and an arc-shaped portion 63 are provided at the end of the main body 6. The main body 6 is provided with a tapered inclined surface 64 at the bottom of the through hole 60. The core rod 7 is installed through the through hole 60 of the main body 6, a screw thread 70 is provided on the outer wall, and a rotating portion 71 is provided on the top. A taper head 72 is screwed at the end of the core rod 7, a screw hole 720 is provided at the center of the taper head 72, a taper surface 721 is provided at the front stage of the taper head 72, and the taper surface 721 is roughened. A surface 7210 is provided. The screw hole 720 can be coupled by screwing the core rod 7. The diameter of the taper head 72 is larger than the diameter of the through hole 60 of the main body 6. The nut 4 is screwed to the thread 61 of the main body 6.

使用時は、芯棒7を組み込んだ本体6をドリル穴Aに適切な位置まで回転挿入し、ナット4の底部を平面に係合させた(図14参照)後、工具(図の表示無し)で芯棒7上部の回転部71を回して下部のテーパヘッド72を上昇させる。テーパヘッド72にあるテーパ面721には粗面7210が設けられるため、テーパヘッド72は本体6のテーパ傾斜面64にかみ合い、回転せずに上昇するだけとなる(図15参照)。したがって、芯棒7のテーパヘッド72が本体6下部にある貫通穴60に徐々に入っていく際に、テーパ傾斜面64はテーパヘッド72の先端部に押されて外に拡張し、弧形部63のおねじ山をドリル穴Aの内壁に確実にかみ合わせる。この際、本体6がドリル穴Aに完全に固着される。芯棒7は下部のテーパヘッド72を引き上げるため、芯棒7の回転部71が上昇して表面より突起することが無い。したがって、回転部71が突起せずに全体を固着させることができる。   In use, the main body 6 incorporating the core rod 7 is rotationally inserted into the drill hole A to an appropriate position, and the bottom of the nut 4 is engaged with a flat surface (see FIG. 14), and then a tool (not shown) Then, the rotating part 71 on the upper part of the core rod 7 is rotated to raise the lower taper head 72. Since the rough surface 7210 is provided on the taper surface 721 of the taper head 72, the taper head 72 is engaged with the taper inclined surface 64 of the main body 6 and only rises without rotating (see FIG. 15). Therefore, when the taper head 72 of the core rod 7 gradually enters the through hole 60 in the lower portion of the main body 6, the taper inclined surface 64 is pushed outward by the tip portion of the taper head 72 and expands outward. Securely engage 63 male threads with the inner wall of the drill hole A. At this time, the main body 6 is completely fixed to the drill hole A. Since the core rod 7 pulls up the lower taper head 72, the rotating portion 71 of the core rod 7 does not rise and protrude from the surface. Accordingly, the entire rotating portion 71 can be fixed without protruding.

1 本体
10 拡張部材
11 スタッドボルト
2 本体
20 貫通穴
21 ねじ山
22 ねじ山
23 切溝
24 弧形部
240 テーパ傾斜面
3 芯棒
30 ねじ山
31 テーパ部
32 凸部
4 ナット
5 芯棒
50 ねじ山
51 テーパヘッド
510 ねじ穴
52 凸部
6 本体
60 貫通穴
61 ねじ山
62 切溝
63 弧形部
64 テーパ傾斜面
7 芯棒
70 ねじ山
71 回転部
72 テーパヘッド
720 ねじ穴
721 テーパ面
7210 粗面
A ドリル穴
B コーキング剤
N ナット
DESCRIPTION OF SYMBOLS 1 Main body 10 Expansion member 11 Stud bolt 2 Main body 20 Through-hole 21 Thread 22 Thread 23 Cut groove 24 Arc-shaped part 240 Tapered inclined surface 3 Core rod 30 Thread 31 Tapered part 32 Convex part 4 Nut 5 Core bar 50 Thread 51 Tapered head 510 Screw hole 52 Convex part 6 Main body 60 Through hole 61 Screw thread 62 Cut groove 63 Arc shaped part 64 Tapered inclined surface 7 Core rod 70 Screw thread 71 Rotating part 72 Taper head 720 Screw hole 721 Tapered surface 7210 Rough surface A Drill hole B Caulking agent N Nut

Claims (8)

軸方向に沿った貫通穴が中心に設けられる本体と、前記本体の貫通穴に設けられる芯棒と、複数のナットとを備える、ケミカルアンカー不要の拡張アンカーであって、
前記本体の外壁と、前記本体の内壁とにはねじ山が設けられ、かつ前記本体の末部には複数の切溝が設けられ、隣接する2個の前記切溝の間に形成される弧形部の内壁の表面は平滑であり、
前記芯棒の外壁にはねじ山が設けられ、前記芯棒の末部にはテーパ部が設けられ、かつ前記芯棒の頂部には凸部が設けられ、
複数のナットは、前記本体の外壁に設けられたねじ山と、前記芯棒の外壁に設けられたねじ山とにそれぞれ設けられることを特徴とする、拡張アンカー。
A chemical anchor unnecessary expansion anchor comprising a main body provided with a through hole along the axial direction in the center, a core bar provided in the through hole of the main body, and a plurality of nuts,
The outer wall of the main body and the inner wall of the main body are provided with a thread, and a plurality of kerfs are provided at the end of the main body, and an arc formed between two adjacent kerfs. The surface of the inner wall of the shape part is smooth,
A thread is provided on the outer wall of the core rod, a tapered portion is provided at the end of the core rod, and a convex portion is provided at the top of the core rod,
The plurality of nuts are respectively provided on a screw thread provided on an outer wall of the main body and a screw thread provided on an outer wall of the core rod.
前記本体の末部の内壁がテーパ傾斜面であることを特徴とする、請求項1に記載の拡張アンカー。   The expansion anchor according to claim 1, wherein the inner wall at the end of the main body is a tapered inclined surface. 前記芯棒のテーパ部の直径は、前記貫通穴の直径より大きいことを特徴とする、請求項1に記載の拡張アンカー。   The expansion anchor according to claim 1, wherein a diameter of the tapered portion of the core rod is larger than a diameter of the through hole. 前記芯棒にある凸部が六角形であることを特徴とする、請求項1に記載の拡張アンカー。   The expansion anchor according to claim 1, wherein the convex portion on the core rod is hexagonal. 前記芯棒にある凸部が十二角形であることを特徴とする、請求項1に記載の拡張アンカー。   The expansion anchor according to claim 1, wherein the convex portion on the core rod is a dodecagon. 軸方向に沿った貫通穴が中心に設けられる本体と、前記本体の貫通穴に設けられる芯棒と、複数のナットとからなる、ケミカルアンカー不要の拡張アンカーであって、
前記本体の外壁にはねじ山が設けられ、かつ前記本体の末部には複数の切溝が設けられ、隣接する2個の前記切溝の間に形成される弧形部の内壁の表面は平滑であり、
前記芯棒の外壁にはねじ山が設けられ、前記芯棒の末部にはテーパヘッドが螺設され、かつ前記テーパヘッドは中心にねじ穴を設けてなり、前記芯棒を螺設して結合することができ、
前記複数のナットは、前記本体の外壁に設けられたねじ山と、前記芯棒の外壁に設けられたねじ山とにそれぞれ設けられることを特徴とする、拡張アンカー。
An expansion anchor without a chemical anchor, comprising a main body provided with a through hole along the axial direction in the center, a core bar provided in the through hole of the main body, and a plurality of nuts,
The outer wall of the main body is provided with a thread, and the end of the main body is provided with a plurality of kerfs, and the surface of the inner wall of the arc-shaped part formed between two adjacent kerfs is Is smooth,
A thread is provided on the outer wall of the core rod, a taper head is screwed at the end of the core rod, and the taper head is provided with a screw hole at the center, and the core rod is screwed. Can be combined,
The expansion anchor according to claim 1, wherein the plurality of nuts are respectively provided on a screw thread provided on an outer wall of the main body and a screw thread provided on an outer wall of the core rod.
前記本体の末部の内壁がテーパ傾斜面であることを特徴とする、請求項6に記載の拡張アンカー。   The expansion anchor according to claim 6, wherein the inner wall at the end of the main body is a tapered inclined surface. 軸方向に沿った貫通穴が中心に設けられる本体と、前記本体の貫通穴に設けられる芯棒と、ナットとを備える、ケミカルアンカー不要の拡張アンカーであって、
前記本体の外壁にはねじ山が設けられ、かつ前記本体の末部には複数の切溝が設けられ、隣接する2個の前記切溝の間に形成される弧形部の内壁の表面は平滑であり、
前記芯棒の外壁にはねじ山が設けられ、前記芯棒の頂部には回転部が設けられ、かつ前記芯棒の末部にはテーパヘッドが螺設され、前記テーパヘッドは中心にねじ穴を設けてなり、前記芯棒を螺設して結合することができ、前記テーパヘッドはテーパ面に粗面が設けられ、
前記ナットは、前記本体の外壁に設けられたねじ山に設けられることを特徴とする、拡張アンカー。
An expansion anchor without a chemical anchor, comprising a main body provided with a through hole along the axial direction in the center, a core bar provided in the through hole of the main body, and a nut,
The outer wall of the main body is provided with a thread, and the end of the main body is provided with a plurality of kerfs, and the surface of the inner wall of the arc-shaped part formed between two adjacent kerfs is Is smooth,
A screw thread is provided on the outer wall of the core rod, a rotating portion is provided at the top of the core rod, and a taper head is screwed at the end of the core rod, and the taper head has a screw hole at the center. Can be coupled by screwing the core rod, the taper head has a rough surface on the taper surface,
The expansion anchor according to claim 1, wherein the nut is provided on a screw thread provided on an outer wall of the main body.
JP2017002210U 2016-05-27 2017-05-18 Expansion anchor Expired - Fee Related JP3211679U (en)

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TW106108736 2017-03-16

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CN107524677A (en) * 2016-05-27 2017-12-29 林易攸 Expansion screw without bar planting glue
CN110629956B (en) * 2019-10-22 2024-09-13 福州百益百利自动化科技有限公司 Precession formula back of body bolt with unstressed function

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CN2353956Y (en) * 1998-06-12 1999-12-15 丁红娟 Structure-improved expansion screw
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CN201401399Y (en) * 2009-04-22 2010-02-10 林少林 Expansion nail
CN202381474U (en) * 2011-10-19 2012-08-15 巫远雄 Explosion screw
CN202946498U (en) * 2012-10-21 2013-05-22 胡国贤 Stress swelling screw
CN104879361A (en) * 2015-04-21 2015-09-02 合肥工业大学 Expansion lock bolt
CN107524677A (en) * 2016-05-27 2017-12-29 林易攸 Expansion screw without bar planting glue

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