JP2014062361A - Post-installed anchor set - Google Patents

Post-installed anchor set Download PDF

Info

Publication number
JP2014062361A
JP2014062361A JP2012206507A JP2012206507A JP2014062361A JP 2014062361 A JP2014062361 A JP 2014062361A JP 2012206507 A JP2012206507 A JP 2012206507A JP 2012206507 A JP2012206507 A JP 2012206507A JP 2014062361 A JP2014062361 A JP 2014062361A
Authority
JP
Japan
Prior art keywords
bolt
sleeve
anchor
mounting hole
post
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
Application number
JP2012206507A
Other languages
Japanese (ja)
Other versions
JP5925650B2 (en
Inventor
Shigenobu Hamanaka
重信 濱中
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hamanaka Nut Manufacturing Co Ltd
Original Assignee
Hamanaka Nut Manufacturing Co Ltd
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 Hamanaka Nut Manufacturing Co Ltd filed Critical Hamanaka Nut Manufacturing Co Ltd
Priority to JP2012206507A priority Critical patent/JP5925650B2/en
Publication of JP2014062361A publication Critical patent/JP2014062361A/en
Application granted granted Critical
Publication of JP5925650B2 publication Critical patent/JP5925650B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Dowels (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a post-installed anchor set capable of obtaining a stable fixation strength through simple installation work.SOLUTION: A post-installed anchor set comprises an anchor bolt 10, a sleeve 40, a washer 20 and a nut 30. In the anchor bolt 10, a bolt head 11 is formed in a tapered shape so as to be narrow towards a distal end of a bolt shank, and a male screw 14 is formed in a first half of the bolt shank. A pin tail 15 is formed in the distal end of the bolt shank via a notch 16 which is fractured by a predetermined torque, and the anchor bolt 10 is inserted from the bolt head into a mounting hole 51 which is opened on a ground 50. The sleeve 40 is tapered on an inner surface 41 of a distal end portion and externally covers the bolt shank. The washer 20 is abutted with an upper end of the sleeve, and the nut 30 is threaded with the male screw of the anchor bolt and abutted to the washer. By relatively revolving the nut and the pin tail, the sleeve relatively rides on the bolt head and is expanded and pressed against an inner surface of the mounting hole, and the pin tail is fractured at the notch when reaching the predetermined torque.

Description

この発明は後施工アンカーセットに関し、特に簡単な施工作業によって安定した定着力を得られるようにしたアンカーセットに関する。   The present invention relates to a post-installed anchor set, and more particularly to an anchor set that can obtain a stable fixing force by a simple construction work.

例えば、装置類や構造物を設置する場合に後施工アンカーボルトがよく用いられる。この後施工アンカーボルトではコンクリート製の地盤(コンクリート製の基礎や床板、岩盤などを含む)に取付け穴を穿設し、取付け穴内にアンカーボルトを差し込んでモルタルや接着剤などで固定する方法が採用されていたが、直線状の取付け穴にアンカーボルトを差し込んで固定しているので、アンカーボルトの上方への引き抜きに対して十分な大きさの抵抗が得にくい。   For example, post-installed anchor bolts are often used when installing devices and structures. For anchor bolts to be installed after this, a method is adopted in which mounting holes are drilled in concrete ground (including concrete foundations, floor boards, rocks, etc.), and anchor bolts are inserted into the mounting holes and fixed with mortar or adhesive. However, since the anchor bolt is inserted and fixed in the linear mounting hole, it is difficult to obtain a sufficiently large resistance against the upward pulling out of the anchor bolt.

これに対し、地盤に穿設した取付け穴の内面に1又は複数の拡径部を設け、取付け穴内にアンカー用鉄筋を差し込み、アンカー用鉄筋と取付け穴内面との間に接着剤を充填して固化させるようにした工法が知られている(特許文献1)。   In contrast, one or a plurality of enlarged diameter portions are provided on the inner surface of the mounting hole drilled in the ground, the anchor reinforcing bar is inserted into the mounting hole, and the adhesive is filled between the anchor reinforcing bar and the inner surface of the mounting hole. A method of making it solidify is known (Patent Document 1).

しかし、この工法ではアンカー用鉄筋の定着力は接着剤との間の周面摩擦に依存するので、アンカー用鉄筋が接着剤から分離するおそれがあって、安定した引き抜き抵抗が得られないことがあった。   However, in this construction method, the anchoring reinforcement of the anchor rebar depends on the peripheral surface friction with the adhesive, so the anchor rebar may be separated from the adhesive and stable pull-out resistance may not be obtained. there were.

また、中空状のアンカーボルトの先端側に軸方向に沿って切込みを形成して複数の切込み片を設けるとともに、内部に縮径部を設け、地盤に取付け穴を穿設し、この取付け穴内にアンカーボルトを差し込み、アンカーボルト内にピンを打込むことにより、切込み片を外方に拡開させてアンカーボルトを取付け穴内に押し付けて固定する工法が提案されている(特許文献2)。   In addition, a plurality of cut pieces are provided by forming a cut along the axial direction on the distal end side of the hollow anchor bolt, a reduced diameter portion is provided inside, a mounting hole is drilled in the ground, and a mounting hole is formed in the mounting hole. A method has been proposed in which an anchor bolt is inserted and a pin is driven into the anchor bolt so that the cut piece is expanded outward and the anchor bolt is pressed into the mounting hole and fixed (Patent Document 2).

しかし、アンカーボルトの中心にピンの挿通穴を形成する必要があるので、アンカーボルト自体の強度が低いだけでなく、取付け穴を岩盤などに形成した場合には切込み片が十分に拡開できず、十分な大きさの引き抜き抵抗が得にくい。   However, since it is necessary to form a pin insertion hole in the center of the anchor bolt, not only the strength of the anchor bolt itself is low, but also when the mounting hole is formed in a rock or the like, the cut piece cannot be expanded sufficiently. It is difficult to obtain a sufficiently large pulling resistance.

また、先端に拡大頭部を形成したアンカーボルトに、複数のスリットを形成した定着材と円筒状治具とを外装する一方、地盤に取付け穴を穿設し、取付け穴の底部にテーパー状拡径部を段付き形成し、この取付け穴にアンカーボルトを差し込み、アンカーボルトの雄ねじにナットを螺合させ、ナットを回転させることによって、定着材を前進させて拡大頭部に乗り上させて拡開させ、取付け穴のテーパー状拡径部内面に強く押し付け、その後ナット及び円筒状治具を取り外し、アンカーボルトと取付け穴との間に固化材を充填して、十分に大きな引き抜き抵抗を得るようにした後工程アンカーセットが提案されている(特許文献3)。   An anchor bolt with an enlarged head at the tip is externally mounted with a fixing material having a plurality of slits and a cylindrical jig, and a mounting hole is drilled in the ground, and a taper-shaped expansion is formed at the bottom of the mounting hole. The diameter part is stepped, the anchor bolt is inserted into this mounting hole, the nut is screwed into the male screw of the anchor bolt, and the nut is rotated to advance the fixing material and ride on the enlarged head to expand it. Open and press firmly against the inner surface of the tapered enlarged diameter part of the mounting hole, then remove the nut and cylindrical jig and fill the space between the anchor bolt and the mounting hole with a solidifying material to obtain a sufficiently large pulling resistance A post-process anchor set has been proposed (Patent Document 3).

特開平03−25120号公報Japanese Patent Laid-Open No. 03-25120 特開平04−73321号公報Japanese Patent Laid-Open No. 04-73321 特開平07−1192109号公報Japanese Patent Application Laid-Open No. 07-1192109

しかし、特許文献3記載の後工程アンカーセットではアンカーボルトの定着力は定着材の拡開の程度に依存してばらつきがあるばかりでなく、アンカーボルトの構造が複雑であり、施工作業が煩雑となる。   However, in the post-process anchor set described in Patent Document 3, the anchor bolt fixing force varies not only depending on the degree of expansion of the fixing material, but also the anchor bolt structure is complicated and construction work is complicated. Become.

本発明はかかる問題点に鑑み、簡単な施工作業によって所望の大きさの定着力を安定に得られるようにした後施工アンカーセットを提供することを課題とする。   In view of such problems, an object of the present invention is to provide a post-installation anchor set in which a fixing force having a desired size can be stably obtained by a simple construction work.

本発明に係る後施工アンカーセットは、ボルト頭部がボルト軸部先端に向けて狭くなるようなテーパー状に形成され、ボルト軸部の前半部には雄ねじが形成され、ボルト軸部の先端にピンテールが所定のトルクによって破断するノッチを介して形成され、地盤に穿設された取付け穴にボルト頭部から差し込まれるアンカーボルトと、先端部内面にテーパーが形成され、ボルト軸部に外装されるスリーブと、該スリーブの上端と当接される座金と、上記アンカーボルトの雄ねじに螺合されて上記座金に当接されるナットと、を備え、上記ナット及びピンテールが相対的に回転されることによって、上記スリーブが相対的にボルト頭部に乗り上げて拡開されて上記取付け穴の内面に押付けられ、所定のトルクに達したときに上記ピンテールがノッチで破断されるようになしたことを特徴とする。   The post-installed anchor set according to the present invention is formed in a taper shape such that the bolt head narrows toward the tip of the bolt shaft portion, a male screw is formed in the front half portion of the bolt shaft portion, and the tip of the bolt shaft portion is formed. The pin tail is formed through a notch that is broken by a predetermined torque, and an anchor bolt that is inserted from the bolt head into a mounting hole drilled in the ground, and a taper is formed on the inner surface of the tip, and is externally mounted on the bolt shaft. A sleeve, a washer that is in contact with the upper end of the sleeve, and a nut that is screwed into the male screw of the anchor bolt and is in contact with the washer, and the nut and pin tail are relatively rotated. As a result, the sleeve relatively rides on the bolt head and expands and is pressed against the inner surface of the mounting hole, and the pin tail is knocked when a predetermined torque is reached. In is characterized in that no such be broken.

本発明の特徴の1つはトルシア型ボルトのボルト頭部をテーパー状とし、ボルト軸部にスリーブを外装し、スリーブの先端部内面にはテーパーを形成し、ナットとピンテールを相対回転させることによってスリーブを前進させてその先端部をボルト頭部に乗り上げさせて拡開し、スリーブの拡開部分を取付け穴の内面に押し付けるようにした点にある。   One of the features of the present invention is that the bolt head of the Torcia bolt is tapered, the sleeve is externally mounted on the bolt shaft, the inner surface of the tip of the sleeve is tapered, and the nut and pin tail are rotated relative to each other. The sleeve is advanced and the tip of the sleeve rides on the bolt head to expand, and the expanded portion of the sleeve is pressed against the inner surface of the mounting hole.

これにより、スリーブの拡開部分の取付け穴の内面に対する押付け力が所定の大きさに達すると、ピンテールのノッチがその押付けによる抵抗によって破断するので、所定の定着力を安定に得ることができ、アンカーの信頼性を大幅に向上できる。   Thereby, when the pressing force against the inner surface of the mounting hole of the expanding portion of the sleeve reaches a predetermined magnitude, the notch of the pin tail breaks due to the resistance due to the pressing, so that the predetermined fixing force can be stably obtained. The reliability of the anchor can be greatly improved.

また、トルシア型ボルト、スリーブ、座金及びナットの4部品で構成され、構造が簡単であり、非常に簡単な作業でアンカーを設置できる。   In addition, it is composed of four parts: a torcia type bolt, a sleeve, a washer, and a nut. The structure is simple and the anchor can be installed by a very simple operation.

スリーブは単に筒状のものであってもよいが、拡開しやすいように、スリーブのテーパー部分に軸線方向に延びる複数のスリットを形成するのよい。   The sleeve may be simply cylindrical, but a plurality of slits extending in the axial direction may be formed in the tapered portion of the sleeve so as to be easily expanded.

スリーブのテーパーはボルト頭部のテーパーと等しい角度のテーパーとするが、ボルト頭部のテーパーより大きな角度のテーパーとすると、スリーブの先端部をより大きく拡開させて取付け穴内面により強く押し付けることができ、十分に大きな定着力をより安定に得ることができる。   The taper of the sleeve is a taper of the same angle as the taper of the bolt head, but if the taper of the angle is larger than the taper of the bolt head, the tip of the sleeve can be expanded further and pressed more firmly against the inner surface of the mounting hole. And a sufficiently large fixing force can be obtained more stably.

ボルト頭部のテーパー部分の外面及びスリーブのテーパー部分の内面には軸線方向に延びて相互に係合されるスプラインを形成し、ボルト軸部とスリーブが共回りされ、スリーブの拡開された部分で取付け穴の内面を削りながらボルトが引き上げられ、これによってさらに安定した定着力を得ることができる。   The outer surface of the taper portion of the bolt head and the inner surface of the taper portion of the sleeve form splines that extend in the axial direction and are engaged with each other. With this, the bolt is pulled up while the inner surface of the mounting hole is being scraped off, whereby a more stable fixing force can be obtained.

本発明に係る後施工アンカーセットの好ましい実施形態を示す構成図である。It is a block diagram which shows preferable embodiment of the post-installation anchor set which concerns on this invention. 上記実施形態における施工作業を模式的に示す図である。It is a figure which shows typically the construction work in the said embodiment. 上記実施形態において施工後のアンカーセットを示す図である。It is a figure which shows the anchor set after construction in the said embodiment.

以下、本発明を図面に示す具体例に基づいて詳細に説明する。図1ないし図3は本発明に係る後工程アンカーセットの好ましい実施形態を示す。図において、本例のアンカーセットはアンカーボルト10、座金20、ナット30及びスリーブ40から構成される。   Hereinafter, the present invention will be described in detail based on specific examples shown in the drawings. 1 to 3 show a preferred embodiment of a post-process anchor set according to the present invention. In the figure, the anchor set of this example is composed of an anchor bolt 10, a washer 20, a nut 30 and a sleeve 40.

アンカーボルト10はボルト頭部11及びボルト軸部から構成され、ボルト頭部11はボルト軸部の先端に向けて狭くなったテーパー12に形成され、又ボルト軸部の先端半部には雄ねじ14が形成され、ボルト軸部の先端にはピンテール15が所定のトルクによって破断するノッチ16を介して形成されている。   The anchor bolt 10 is composed of a bolt head 11 and a bolt shaft portion. The bolt head 11 is formed in a taper 12 narrowed toward the tip of the bolt shaft portion, and a male screw 14 is formed on the tip half of the bolt shaft portion. The pin tail 15 is formed at the tip of the bolt shaft portion through a notch 16 that is broken by a predetermined torque.

また、ボルト軸部には円筒状のスリーブ40が外装され、スリーブ40の先端部(ボルト頭部側の部分)内面41にはボルト頭部11のテーパー12と等しい大きさのテーパーが形成され、又スリーブ40のテーパー部分41には軸線方向に延びる複数のスリット(図示せず)が相互に間隔をあけて形成されている。   Further, a cylindrical sleeve 40 is externally mounted on the bolt shaft portion, and a taper having a size equal to the taper 12 of the bolt head 11 is formed on the inner surface 41 of the tip (bolt head side) of the sleeve 40, A plurality of slits (not shown) extending in the axial direction are formed in the tapered portion 41 of the sleeve 40 at intervals.

さらに、ボルト軸部には座金20が外装されて座金20はスリーブ40の上端に当接され、又アンカーボルト10の雄ねじ14にはナット30が螺装され、その座面が座金20に当接されている。   Further, a washer 20 is externally mounted on the bolt shaft portion, the washer 20 is brought into contact with the upper end of the sleeve 40, and a nut 30 is screwed on the male screw 14 of the anchor bolt 10, and its seating surface comes into contact with the washer 20. Has been.

また、ボルト頭部11のテーパー部分12の外面及びスリーブ40のテーパー部分41の内面には相互に係合し得るスプライン13が形成されている。   Splines 13 that can be engaged with each other are formed on the outer surface of the tapered portion 12 of the bolt head 11 and the inner surface of the tapered portion 41 of the sleeve 40.

地盤50にアンカーを設置する場合、図2の(a)に示されるように、設置箇所にドリル60によって取付け穴51を穿設した後、図2の(b)に示されるように、ボルトセットをボルト頭部11から取付け穴51内に挿入する。   When an anchor is installed on the ground 50, as shown in FIG. 2A, after a mounting hole 51 is drilled by a drill 60 in the installation location, a bolt set is installed as shown in FIG. 2B. Is inserted into the mounting hole 51 from the bolt head 11.

次に、ナット20及びアンカーボルト10のピンテール15を各々レンチで把持し、ナット20は廻り止めしてピンテール15を回転させる。すると、ピンテール15の回転に伴ってアンカーボルト10が徐々に引き上げられ、アンカーボルト10がある程度引き上げられると、スリーブ40のテーパー部分41がアンカーボルト10のボルト頭部11のテーパー部分12に相対的に乗り上げて拡開される。   Next, the nut 20 and the pin tail 15 of the anchor bolt 10 are each gripped by a wrench, the nut 20 is prevented from rotating, and the pin tail 15 is rotated. Then, as the pin tail 15 rotates, the anchor bolt 10 is gradually pulled up, and when the anchor bolt 10 is pulled up to some extent, the taper portion 41 of the sleeve 40 is relative to the taper portion 12 of the bolt head 11 of the anchor bolt 10. Ride and expand.

ナット20を廻り止めしてピンテール15をさらに回転させると、スリーブ40のテーパー部分41がアンカーボルト10のボルト頭部11のテーパー部分12に完全に乗り上げると、図2の(c)に示されるように、スリーブ40のテーパー部分41がさらに拡開されて取付け穴51の内面に強く押し付けられる。   When the nut 20 is stopped and the pin tail 15 is further rotated, the tapered portion 41 of the sleeve 40 completely rides on the tapered portion 12 of the bolt head 11 of the anchor bolt 10 as shown in FIG. Further, the tapered portion 41 of the sleeve 40 is further expanded and strongly pressed against the inner surface of the mounting hole 51.

同時に、スリーブ40のテーパー部分41のスプライン13がアンカーボルト10のボルト頭部11のテーパー部分12のスプライン13と係合されるので、ナット20を廻り止めしてさらにピンテール15を回転させると、スリーブ40の拡開されたテーパー部分41が取付け穴51の内面を削りながらボルト頭部11と共廻りし、これによって大きな定着力を得ることができる。   At the same time, since the spline 13 of the taper portion 41 of the sleeve 40 is engaged with the spline 13 of the taper portion 12 of the bolt head 11 of the anchor bolt 10, when the nut 20 is stopped and the pin tail 15 is further rotated, the sleeve The expanded taper portion 41 of 40 rotates together with the bolt head 11 while scraping the inner surface of the mounting hole 51, whereby a large fixing force can be obtained.

ナット20を廻り止めしてさらにピンテール15を回転させ、所定のトルクに達すると、図3に示されるように、ピンテール15がノッチ16から破断するので、後はナット30及び座金20を取外すと、所定の定着力を有するアンカーを施工することができる。   When the pin tail 15 is further rotated by stopping the rotation of the nut 20 and a predetermined torque is reached, as shown in FIG. 3, the pin tail 15 is broken from the notch 16, so that when the nut 30 and the washer 20 are removed, An anchor having a predetermined fixing force can be constructed.

上記ではスリーブ40のテーパーはボルト頭部11のテーパーと等しい角度のテーパーとしたが、ボルト頭部11のテーパーより大きな角度のテーパーとすると、スリーブ40の先端部をより大きく拡開させて取付け穴51内面により強く押し付けることができ、十分に大きな定着力をより安定に得ることができる。   In the above description, the taper of the sleeve 40 is a taper having the same angle as the taper of the bolt head 11. However, if the taper of the sleeve 40 is larger than the taper of the bolt head 11, the tip end portion of the sleeve 40 is further expanded and the mounting hole 51 can be pressed more strongly to the inner surface, and a sufficiently large fixing force can be obtained more stably.

10 アンカーボルト
11 ボルト頭部
12 テーパー部分
13 スプライン
14 雄ねじ
15 ピンテール
16 ノッチ
20 座金
30 ナット
40 スリーブ
41 テーパー部分
50 地盤
51 取付け穴
DESCRIPTION OF SYMBOLS 10 Anchor bolt 11 Bolt head 12 Tapered part 13 Spline 14 Male thread 15 Pin tail 16 Notch 20 Washer 30 Nut 40 Sleeve 41 Tapered part 50 Ground 51 Mounting hole

Claims (4)

ボルト頭部(11)がボルト軸部先端に向けて狭くなるようなテーパー状に形成され、ボルト軸部の前半部には雄ねじ(14)が形成され、ボルト軸部の先端にピンテール(15)が所定のトルクによって破断するノッチ(16)を介して形成され、地盤(50)に穿設された取付け穴(51)にボルト頭部(11)から差し込まれるアンカーボルト(10)と、
先端部内面(41)にテーパーが形成され、ボルト軸部に外装されるスリーブ(40)と、
該スリーブ(40)の上端と当接される座金(20)と、
上記アンカーボルト(10)の雄ねじ(14)に螺合されて上記座金(20)に当接されるナット(30)と、
を備え、上記ナット(30)及びピンテール(15)が相対的に回転されることによって、上記スリーブ(40)が相対的にボルト頭部(11)に乗り上げて拡開されて上記取付け穴(51)の内面に押付けられ、所定のトルクに達したときに上記ピンテール(15)がノッチ(16)で破断されるようになしたことを特徴とする後施工アンカーセット。
The bolt head (11) is formed in a taper shape so as to narrow toward the tip of the bolt shaft, a male screw (14) is formed in the front half of the bolt shaft, and the pin tail (15) is formed at the tip of the bolt shaft. An anchor bolt (10) which is formed through a notch (16) which is broken by a predetermined torque and is inserted from a bolt head (11) into a mounting hole (51) drilled in the ground (50),
A taper is formed on the inner surface (41) of the tip part, and a sleeve (40) is provided on the bolt shaft part,
A washer (20) in contact with the upper end of the sleeve (40);
A nut (30) screwed into the male screw (14) of the anchor bolt (10) and brought into contact with the washer (20);
When the nut (30) and the pin tail (15) are relatively rotated, the sleeve (40) rides on the bolt head (11) and is expanded and the mounting hole (51 The post-installed anchor set is characterized in that the pin tail (15) is broken at the notch (16) when a predetermined torque is reached.
上記スリーブ(40)のテーパー部分には軸線方向に延びる複数のスリットが形成されている請求項1記載の後施工アンカーセット。   The post-installed anchor set according to claim 1, wherein a plurality of slits extending in the axial direction are formed in the tapered portion of the sleeve (40). 上記スリーブ(40)のテーパーが上記ボルト頭部(11)のテーパーより大きな角度のテーパーである請求項1記載の後施工アンカーセット。   The post-installed anchor set according to claim 1, wherein the taper of the sleeve (40) has a larger angle than the taper of the bolt head (11). 上記ボルト頭部のテーパー部分(12)の外面及びスリーブ(40)のテーパー部分(41)の内面には軸線方向に延びて相互に係合されるスプライン(13)が形成されており、上記スリーブ(40)が相対的にボルト頭部(11)に乗り上げて拡径されて上記取付け穴(51)の内面に押付けられときに、上記スプライン(13)が相互に係合されて上記ボルト軸部とスリーブ(40)が共回りされるようになっている請求項1記載の後施工アンカーセット。   Splines (13) extending in the axial direction and engaged with each other are formed on the outer surface of the tapered portion (12) of the bolt head and the inner surface of the tapered portion (41) of the sleeve (40). When the diameter of (40) rides on the bolt head (11) and is expanded to be pressed against the inner surface of the mounting hole (51), the spline (13) is engaged with each other so that the bolt shaft portion The post-installed anchor set according to claim 1, wherein the sleeve (40) and the sleeve (40) are rotated together.
JP2012206507A 2012-09-20 2012-09-20 Post-installed anchor set Active JP5925650B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012206507A JP5925650B2 (en) 2012-09-20 2012-09-20 Post-installed anchor set

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012206507A JP5925650B2 (en) 2012-09-20 2012-09-20 Post-installed anchor set

Publications (2)

Publication Number Publication Date
JP2014062361A true JP2014062361A (en) 2014-04-10
JP5925650B2 JP5925650B2 (en) 2016-05-25

Family

ID=50617825

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012206507A Active JP5925650B2 (en) 2012-09-20 2012-09-20 Post-installed anchor set

Country Status (1)

Country Link
JP (1) JP5925650B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105673651A (en) * 2016-03-25 2016-06-15 哈尔滨飞机工业集团有限责任公司 Anti-loosening locking mechanism

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51127958A (en) * 1975-04-30 1976-11-08 Matsushita Electric Works Ltd Bolt insertingly settled on concrete wall surface
JPS57110809A (en) * 1980-12-26 1982-07-09 Hiroshi Iizuka Method and jig for manufacturing slip out preventing equipment of anchor bolt
JPH02114207U (en) * 1989-03-01 1990-09-12
JPH1082099A (en) * 1996-09-10 1998-03-31 Nippon Fastener Kogyo Kk Anchor device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51127958A (en) * 1975-04-30 1976-11-08 Matsushita Electric Works Ltd Bolt insertingly settled on concrete wall surface
JPS57110809A (en) * 1980-12-26 1982-07-09 Hiroshi Iizuka Method and jig for manufacturing slip out preventing equipment of anchor bolt
JPH02114207U (en) * 1989-03-01 1990-09-12
JPH1082099A (en) * 1996-09-10 1998-03-31 Nippon Fastener Kogyo Kk Anchor device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105673651A (en) * 2016-03-25 2016-06-15 哈尔滨飞机工业集团有限责任公司 Anti-loosening locking mechanism

Also Published As

Publication number Publication date
JP5925650B2 (en) 2016-05-25

Similar Documents

Publication Publication Date Title
US8087850B2 (en) Rock bolt
JP5959904B2 (en) Expandable anchor
JP5620112B2 (en) Anchor and its anchor nut
JP2012159193A (en) Anchor bolt for concrete and method of installing to the base material, and impact wrench
US20150204152A1 (en) Method for drilling holes in soil or rock material and for fixing an anchor in a borehole and apparatus therefor
TW201441491A (en) Anchor
CA2599522A1 (en) Improved resin groutable expansion anchor and method of installing same
JP2007063882A (en) High load bearing force anchor structure installed in expansion bore hole
US8070405B2 (en) Self drilling bolt with anchor
WO2015022762A1 (en) Post-construction anchor, post-construction anchoring method, and post-construction anchoring system
CN107850102B (en) Method for placing screws
JP2009046843A (en) Method for drilling bottomed hole in surface layer part of concrete, and anchor fitting for use in operation of drilling bottomed hole
JP6247183B2 (en) Fixing structure of screw member, fixing method of screw member, and fixing strength management method of screw member
JP5925650B2 (en) Post-installed anchor set
JP2020033698A (en) Hole-in anchor and construction method thereof
US20170138384A1 (en) Method and system for setting a self-cutting undercut anchor
AU2016100070A4 (en) Grout Anchored Rock Bolt
JP5566553B1 (en) Anchor member and its construction method
US10294788B2 (en) Slotted tubular anchor
JP4570871B2 (en) Anchor rod connection to drilling rod
JP6506538B2 (en) Drilling method of concrete structure
JP2008208597A (en) Construction method for post-installed anchor
WO2007089010A1 (en) Adhesive anchor and method for adhesive anchor construction
JP2019085813A (en) Adhesive anchor and installation method of adhesive anchor
JP7246119B2 (en) Post-installed anchor and its installation structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20140620

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20150306

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20150312

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20150511

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20150911

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20151110

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20160407

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20160420

R150 Certificate of patent or registration of utility model

Ref document number: 5925650

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250