JP7030298B1 - Side grip anchor - Google Patents
Side grip anchor Download PDFInfo
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- JP7030298B1 JP7030298B1 JP2021187152A JP2021187152A JP7030298B1 JP 7030298 B1 JP7030298 B1 JP 7030298B1 JP 2021187152 A JP2021187152 A JP 2021187152A JP 2021187152 A JP2021187152 A JP 2021187152A JP 7030298 B1 JP7030298 B1 JP 7030298B1
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- anchor
- side grip
- chemical
- auxiliary base
- guided
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- 239000000126 substance Substances 0.000 claims abstract description 36
- 239000011521 glass Substances 0.000 claims abstract description 11
- 230000035515 penetration Effects 0.000 claims description 4
- 235000019353 potassium silicate Nutrition 0.000 claims description 2
- 239000007788 liquid Substances 0.000 claims 1
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000002347 injection Methods 0.000 abstract description 15
- 239000007924 injection Substances 0.000 abstract description 15
- 239000000243 solution Substances 0.000 abstract description 4
- 239000000853 adhesive Substances 0.000 abstract description 2
- 230000001070 adhesive effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 14
- 238000000034 method Methods 0.000 description 4
- 239000002775 capsule Substances 0.000 description 2
- 239000003814 drug Substances 0.000 description 2
- 229940079593 drug Drugs 0.000 description 2
- 239000012155 injection solvent Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
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Abstract
【課題】打ち込み式の良い点と、薬液注入式の良い点を併せ持ち、更に接着強度を高めたアンカーボルトを開発することが課題です。【解決手段】現在の打ち込み式と薬液注入式で共通な点は、縦孔を削り、その縦孔の側壁とアンカー本体や薬液本体との接触圧のみで、アンカー強度を出しています。本発明は、アンカーボルト挿入用縦孔を開削後、前記アンカーボルト挿入用縦孔の底部に薬液ガラス管を置き、その上にガイド付きアンカー開補助基台を設置し、振動ドリルで回転させながら、サイドグリップアンカー本体を降ろして行きます。薬液ガラス管は、破損し薬液が、流出します。さらに降ろして行くと、ガイド付きアンカー開補助基台にサイドグリップアンカー本体が、食い込んでいき、サイドグリップアンカー本体の先端が、押し広げられ、縦孔壁面を掘削します。【選択図】 図2PROBLEM TO BE SOLVED: To develop an anchor bolt which has both a good point of a driving type and a good point of a chemical injection type and has further improved adhesive strength. SOLUTION: The common point between the current driving type and the chemical injection type is that the vertical hole is cut and the anchor strength is obtained only by the contact pressure between the side wall of the vertical hole and the anchor body or the chemical solution body. In the present invention, after excavating a vertical hole for inserting an anchor bolt, a chemical glass tube is placed at the bottom of the vertical hole for inserting an anchor bolt, a guided anchor opening auxiliary base is installed on the glass tube, and the anchor bolt is rotated by a vibration drill. , Side grip anchor body will be lowered. The chemical glass tube will be damaged and the chemical will flow out. As it is further lowered, the side grip anchor body bites into the guided anchor opening auxiliary base, the tip of the side grip anchor body is expanded, and the vertical hole wall surface is excavated. [Selection diagram] Fig. 2
Description
あと施工アンカーの分野は、施工技術の優劣で、アンカーボルトの強度や耐久性に大きく影響が出てきます。 In the field of construction anchors, the superiority and inferiority of construction technology greatly affects the strength and durability of anchor bolts.
平成24年12月の笹子トンネル天井板落下事故は、記憶に新しいところです。
あの事故で、薬液注入神話が崩れました。
The Sasako tunnel ceiling board fall accident in December 2012 is a new place in my memory.
That accident broke the myth of injecting chemicals.
あと施工アンカーの施工方法は、大きく2種類に分けられます。
打ち込み方式と薬液注入アンカー方式の2種類です。
Post-installed anchor construction methods can be broadly divided into two types.
There are two types: driving method and chemical injection anchor method.
打ち込み方式は、キリで下孔を開け、下孔にアンカーボルトを挿入し、ピン若しくは、玉を打ち込み、アンカー先端部付近を拡張して、下孔の壁にくい込ませて固定します。 The driving method is to make a pilot hole with a drill, insert an anchor bolt into the pilot hole, drive a pin or a ball, expand the area near the tip of the anchor, and insert it into the wall of the pilot hole to fix it.
薬液注入アンカー方式は、キリで下孔を開け、下孔に薬液を注入し、アンカーボルトを挿入し、化学反応で硬化させ、アンカー強度を増します。
笹子トンネルは、この方式のアンカーでした。
In the chemical injection anchor method, a pilot hole is made with a drill, a chemical solution is injected into the pilot hole, an anchor bolt is inserted, and the anchor bolt is hardened by a chemical reaction to increase the anchor strength.
The Sasago Tunnel was an anchor of this type.
特願2003-340526号は、あと施工アンカー工法に付いてのべられています。 Japanese Patent Application No. 2003-340526 is mentioned in the post-installed anchor construction method.
特願2016-216710号は、拡張アンカーについてのべられています。 Japanese Patent Application No. 2016-216710 mentions expansion anchors.
拡張打ち込み式のよいところは、下孔を開け、打ち込んですぐに作業が、済み、器具固定などが出来ることです。欠点は、アンカー先端を広げて、掘削した孔の側面に強く接触させるために、ハンマーなどで強く打ち込むので、周囲を破壊し、強度を弱める可能性があります。 The good thing about the extended driving type is that you can make a pilot hole, work immediately after driving, and fix the equipment. The disadvantage is that the tip of the anchor is widened and hit hard with a hammer to make strong contact with the side of the excavated hole, which may destroy the surroundings and weaken the strength.
薬液注入アンカーは、下孔を開け、薬剤を下孔に注入し、アンカーボルトを挿入し、一定時間待てば、硬化します。薬液注入アンカーのよいところは、ハンマーなどで強く打ち込まないので、周囲を破壊する可能性がありません。欠点は、アンカーボルトが、まっすぐで、孔の側面との接触力が、薬液注入溶剤の硬化力に成り、硬化力が、弱いとアンカーボルトが、引っ張り力に負けて、すっぽ抜けてしまい大事故につながります。更に、施工後に薬液注入溶剤の硬化時間がかかりますので、硬化完了まで、待っておく必要が、有ります。
その間に少しでも動くと、不良施工になり強度の保証ができなくなります。
The chemical injection anchor will cure after making a pilot hole, injecting the drug into the pilot hole, inserting the anchor bolt, and waiting for a certain period of time. The good thing about the chemical injection anchor is that it doesn't hit hard with a hammer, so there is no possibility of damaging the surroundings. The disadvantage is that the anchor bolt is straight and the contact force with the side surface of the hole becomes the curing force of the chemical injection solvent, and if the curing force is weak, the anchor bolt loses the pulling force and slips out completely. It will lead to an accident. In addition, it takes time to cure the chemical injection solvent after construction, so it is necessary to wait until the curing is completed.
If you move even a little during that time, the construction will be defective and the strength cannot be guaranteed.
打ち込み式の良い点と、薬液注入式の良い点を併せ持ち、更に接着強度を高めたアンカーボルトを開発することが課題です。 The challenge is to develop an anchor bolt that has both the good points of the driving type and the good points of the chemical injection type, and further enhances the adhesive strength.
現在の打ち込み式と薬液注入式で共通な点は、縦孔を削り、その縦孔の側壁とアンカー本体や薬液本体との接触圧のみで、アンカー強度を出しています。
本発明は、アンカーボルト挿入用縦孔を開削後、前記アンカーボルト挿入用縦孔の底部に薬液ガラス管を置き、その上にガイド付きアンカー開補助基台を設置し、振動ドリルで回転させながら、サイドグリップアンカー本体を降ろして行きます。
The common point between the current driving type and the chemical injection type is that the vertical hole is cut and the anchor strength is obtained only by the contact pressure between the side wall of the vertical hole and the anchor body or the chemical solution body.
In the present invention, after excavating a vertical hole for inserting an anchor bolt, a chemical glass tube is placed at the bottom of the vertical hole for inserting an anchor bolt, a guided anchor opening auxiliary base is installed on the glass tube, and the anchor bolt is rotated by a vibration drill. , Side grip anchor body will be lowered.
薬液ガラス管は、破損し薬液が、流出します。さらに降ろして行くと、ガイド付きアンカー開補助基台にサイドグリップアンカー本体が、食い込んでいき、サイドグリップアンカー本体の先端が、押し広げられ、縦孔壁面を掘削します。 The chemical glass tube will be damaged and the chemical will flow out. As it is further lowered, the side grip anchor body bites into the guided anchor opening auxiliary base, the tip of the side grip anchor body is expanded, and the vertical hole wall surface is excavated.
従来の打ち込み式アンカーや薬液注入アンカーでは、出来なかった強度が、実現でき、経年変化してもオープンクリップの効果で、強度が落ちない。 Strength that could not be achieved with conventional driving anchors and chemical injection anchors can be achieved, and the strength does not decrease due to the effect of the open clip even if it changes over time.
あと施工アンカーの安全性が格段に良くなる。 The safety of post-installed anchors will be significantly improved.
薬液注入アンカーのように硬化時間を待たずに、打込ピンを打ち込み、前記拡張式アンカーを拡張させたらすぐに使用できます。 It can be used as soon as the expansion anchor is expanded by driving the driving pin without waiting for the curing time like the chemical injection anchor.
1 キリ回転中
2 開孔部断面図
3 打ち込み式アンカーボルト施工後イメージ図
4 薬液注入式アンカーボルト施工後イメージ図
5 開孔部断面
6 薬液ガラス管
7 サイドグリップアンカー
8 ガイド付きアンカー開補助基台
9 振動ドリル
10 締め付けナット
1 During rotation
2 Cross-sectional view of the
以下、本発明の実施の形態を図に基づいて説明する。
図1は、従来の打ち込み式アンカーボルト施工のイメージ図です。
先ず、回転中キリ1で、縦孔2を開けます。開孔部断面図のように縦孔2が、あきます。アンカーボルト3を縦孔に挿入します。打ち込みピンを打ち込みます。
ピンが入って行く事で、アンカーが拡張し、側壁に強力にコンタクトします。
打ち込み式アンカーの場合、アンカーボルト3が、拡張し、側壁にコンタクトすることで強力な接触力になります。この場合、施工完了すると、直ぐに使える状態です。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
Figure 1 is an image of conventional driven anchor bolt construction.
First, open the
As the pin goes in, the anchor expands and makes strong contact with the side wall.
In the case of a driven anchor, the
同じく、図1の4は、従来の薬液注入式アンカーボルト施工イメージ図です。
先ず、回転中キリ1で、縦孔2を開けます。開孔部断面図のように縦孔が、あきます。縦孔2に薬液注入カプセル4を挿入し、カプセルの保護カバーを破砕し、硬化剤を放出し、アンカーボルト4を硬化材の中に挿入し硬化材の硬化を待ちます。薬剤によって1~時間待ちとなります。この待ち時間が、薬液注入アンカーの欠点と言えます。
Similarly, Fig. 1-4 is an image of conventional chemical injection type anchor bolt construction.
First, open the
図2は、サイドグリップアンカー施工イメージ図です。
振動ドリル9は、回しながら叩いて、コンクリートを破壊したり孔をあけたりするコンクリート専用工具で、回転と打撃を同時に行います。
サイドグリップアンカー7は、サイドグリップアンカー本体7、ガイド付きアンカー開補助基台8、締め付けナット10と薬液ガラス管6で構成され、前記サイドグリップアンカー本体7は、前記ガイド付きアンカー開補助基台8のガイド貫通用孔をセンターに有し、一端部に締め付けナット用ネジを有し、他端部に前記ガイド付きアンカー開補助基台8が、押し込まれると前記他端部が、押し広げられる切込みを数か所有する構成とし、開孔を掘削後に、前記開孔奥中央部に前記薬液ガラス管6を置き、前記ガイド付きアンカー開補助基台をセットし、前記ガイド付きアンカー開補助基台の前記ガイド先端を前記サイドグリップアンカー本体のガイド貫通用孔一端部に差し込み、前記サイドグリップアンカー本体を回転しながら押し込んでいき、前記薬液ガラス管6が、重圧で破壊され、前記薬液が、放出され、前記サイドグリップアンカー本体を回転しながらさらに押し込んで行くと、前記他端部に前記ガイド付きアンカー開補助基台が、食い込んできて、前記他端部が、押し広げられ、前記他端部が、前記開孔の側壁を掘削し、前記ガイド先端が、前記サイドグリップアンカー本体のガイド貫通用孔他端部に到着し、セット完了です。
Figure 2 is an image of side grip anchor construction.
The
The
図3は、サイドグリップ式薬液注入アンカー7は、一端部のネジを締め付けナット10で締め付けて、セット完了です。
In Fig. 3, the side grip type
Claims (1)
The side grip anchor is composed of a side grip anchor main body, a guided anchor opening auxiliary base, a tightening nut and a chemical liquid glass tube , and the side grip anchor main body is centered on a guide penetration hole of the guided anchor opening auxiliary base. It has a screw for a tightening nut at one end, the anchor opening auxiliary base with a guide at the other end, and the other end has several notches that can be expanded when pushed. After excavating the opening, the chemical glass tube is placed in the central portion at the back of the opening, the guided anchor opening auxiliary base is set, and the guide tip of the guided anchor opening auxiliary base is set to the side grip anchor main body. The side grip anchor body is inserted into one end of the guide penetration hole and pushed in while rotating, the chemical glass tube is broken by heavy pressure, the chemical liquid is released, and the side grip anchor main body is rotated. When further pushed in, the guided anchor opening auxiliary base bites into the other end portion, the other end portion is pushed open, and the other end portion excavates the side wall of the opening. A side grip anchor characterized in that the tip of the guide arrives at the other end of the guide penetrating hole of the side grip anchor body .
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JP2021187152A JP7030298B1 (en) | 2021-11-17 | 2021-11-17 | Side grip anchor |
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JP2021187152A JP7030298B1 (en) | 2021-11-17 | 2021-11-17 | Side grip anchor |
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JP7030298B1 true JP7030298B1 (en) | 2022-03-07 |
JP2023074281A JP2023074281A (en) | 2023-05-29 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7383253B1 (en) * | 2023-10-08 | 2023-11-20 | 株式会社大光輝 | Expandable tip side wall cutting device and end-wide expansion biting bolt |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0341205A (en) * | 1989-07-01 | 1991-02-21 | Artur Fischer Gmbh | Fixing member for fixing by binder in hole |
JPH08135026A (en) * | 1994-11-02 | 1996-05-28 | Nissan Chem Ind Ltd | Anchor provided with capsule and application thereof |
JP2017172168A (en) * | 2016-03-23 | 2017-09-28 | ユニーク株式会社 | Mushroom-type post-installed anchor, and construction method for the same |
JP2020172746A (en) * | 2019-04-08 | 2020-10-22 | 株式会社オージーエイ | Horizontal hole open-cut machine for anchor bolt |
-
2021
- 2021-11-17 JP JP2021187152A patent/JP7030298B1/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0341205A (en) * | 1989-07-01 | 1991-02-21 | Artur Fischer Gmbh | Fixing member for fixing by binder in hole |
JPH08135026A (en) * | 1994-11-02 | 1996-05-28 | Nissan Chem Ind Ltd | Anchor provided with capsule and application thereof |
JP2017172168A (en) * | 2016-03-23 | 2017-09-28 | ユニーク株式会社 | Mushroom-type post-installed anchor, and construction method for the same |
JP2020172746A (en) * | 2019-04-08 | 2020-10-22 | 株式会社オージーエイ | Horizontal hole open-cut machine for anchor bolt |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7383253B1 (en) * | 2023-10-08 | 2023-11-20 | 株式会社大光輝 | Expandable tip side wall cutting device and end-wide expansion biting bolt |
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