JP2003159704A - Method for making bore hole for anchor bolt and boring device - Google Patents

Method for making bore hole for anchor bolt and boring device

Info

Publication number
JP2003159704A
JP2003159704A JP2001362864A JP2001362864A JP2003159704A JP 2003159704 A JP2003159704 A JP 2003159704A JP 2001362864 A JP2001362864 A JP 2001362864A JP 2001362864 A JP2001362864 A JP 2001362864A JP 2003159704 A JP2003159704 A JP 2003159704A
Authority
JP
Japan
Prior art keywords
hole
bolt
anchor bolt
diameter
drilling
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.)
Pending
Application number
JP2001362864A
Other languages
Japanese (ja)
Inventor
Yoshinori Hirota
喜則 広田
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.)
Hitachi Building Systems Co Ltd
Original Assignee
Hitachi Building Systems 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 Hitachi Building Systems Co Ltd filed Critical Hitachi Building Systems Co Ltd
Priority to JP2001362864A priority Critical patent/JP2003159704A/en
Publication of JP2003159704A publication Critical patent/JP2003159704A/en
Pending legal-status Critical Current

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  • Drilling And Boring (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for making a bore hole for an anchor bolt through which the anchor bolt is firmly fixed with a right strength in an anchor bolt fixing by drawing up a taper bolt. <P>SOLUTION: A taper bolt 9A having a screwed upper part and a lower end expanded into a taper-shape, and a cylindrical sleeve 9B in which the taper bolt is inserted are inserted in a bore hole 8. A lip 9Bb of the cylindrical sleeve 9B is spread by drawing up the taper bolt 9A and fixed to the bore hole 8 by a friction resistance with the bore hole 8. The method for making the bore hole is constituted of the first process to set up a first bore hole 8A of a predetermined depth in a concrete 2, the second process to set up an expanded hole 8B of a predetermined depth in an upper part of a bottom of the first bore hole 8A, and the third process to set up a second bore hole 8C of a predetermined depth from the bottom of the first bore hole 8A. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、アンカーボルト用
穿孔の製作方法と穿孔装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of manufacturing a hole for an anchor bolt and a drilling device.

【0002】[0002]

【従来の技術】従来、特開平4−229207号公報
に、アンダーカットを備えた穿孔を製作する装置であっ
て、ドリルビッドホルダと、このドリルビッドホルダに
保持された穿孔工具とからなり、ドリルビッドホルダに
は、冷却兼洗浄液を供給するための接続開口部を備えた
回転可能のスリーブが配置されていて、穿孔工具には、
ダイヤモンド細片が装着された穿孔ヘッドと、スリーブ
内において開口している軸方向の貫通孔とが設けられて
いる形式のものにおいて、穿孔工具のシャンクに、スト
ップカラーと、穿孔ヘッド及びストップカラーに向かっ
て先細りになっていてほぼ穿孔ヘッドの直径に相当して
いる横断断面拡大部とが設けられていて、この横断断面
拡大部の表面に長手方向の溝が配置されているアンダー
カットを備えた穿孔を製作する装置が提案されていた。
2. Description of the Related Art Conventionally, Japanese Patent Application Laid-Open No. 4-229207 discloses a device for producing a hole having an undercut, which comprises a drill bid holder and a drilling tool held by the drill bid holder. A rotatable sleeve provided with a connection opening for supplying a cooling and cleaning liquid is arranged in the bid holder, and the drilling tool is
In the type in which a drilling head equipped with a diamond strip and an axial through hole opening in the sleeve are provided, the shank of the drilling tool has a stop collar, a drilling head and a stop collar. A cross-section enlargement which tapers towards and approximately corresponds to the diameter of the drilling head, the undercut having a longitudinal groove on the surface of this cross-section enlargement Devices have been proposed for making perforations.

【0003】[0003]

【発明が解決しようとする課題】上述した従来のアンダ
ーカットを備えた穿孔を製作する装置は、穿孔の下端部
に拡径されたアンダーカット部を設けるための装置であ
り、上部に螺子部が形成され、下端部がテーパ状に拡径
されたテーパボルトと、このテーパボルトが挿入された
リップ部を有する筒状スリーブとで構成されるアンカー
ボルトに対して、穿孔内に挿入したアンカーボルトの筒
状スリーブを穿孔内にハンマー等で打ち込むことで、穿
孔の下端部に拡径されたアンダーカット部に筒状スリー
ブを開脚させるものに対しては適しているが、テーパボ
ルトを引き上げて筒状スリーブを開脚させるものに対し
ては、拡径されたアンダーカット部が筒状スリーブの開
脚位置と異なるため、適応できない問題があった。
The above-described conventional device for producing a perforation having an undercut is a device for providing an undercut portion having an enlarged diameter at the lower end portion of the perforation, and a screw portion is provided on the upper part. For an anchor bolt that is formed and has a taper bolt with a tapered lower end and a tubular sleeve that has a lip portion into which the taper bolt is inserted, the tubular shape of the anchor bolt that is inserted into the bore This is suitable for the case where the sleeve is driven into the hole by a hammer etc. to open the tubular sleeve in the undercut part that is expanded at the lower end of the hole, but pull up the taper bolt to remove the tubular sleeve. There is a problem that it cannot be applied to an object to be opened because the expanded undercut portion is different from the opened position of the tubular sleeve.

【0004】本発明の第1の目的は、テーパボルトを引
き上げて行なうアンカーボルトの固着作業に対し、的確
な強度で固着できるアンカーボルト用穿孔の製作方法を
提供することにある。
It is a first object of the present invention to provide a method of manufacturing a hole for an anchor bolt which can be fixed with an appropriate strength for fixing the anchor bolt by pulling up the taper bolt.

【0005】本発明の第2の目的は、アンカーボルト用
穿孔の製作を容易に行なえるアンカーボルト用穿孔の穿
孔装置を提供することにある。
A second object of the present invention is to provide an anchor bolt drilling device which facilitates the production of anchor bolt drilling.

【0006】[0006]

【課題を解決するための手段】上記第1の目的を達成す
るために、請求項1の発明は、螺子部が上部に形成さ
れ、下端部がテーパ状に拡径されたテーパボルトと、こ
のテーパボルトが挿入された筒状スリーブとを穿孔内に
挿入し、前記テーパボルトを引き上げることで前記スリ
ープのリップ部を開脚させ、前記穿孔との摩擦抵抗で前
記穿孔に固着させるようにしたアンカーボルト用穿孔の
製作方法において、コンクリートに所定長の深さの第1
穿孔を設ける第1の手順と、この第1穿孔の底部上方に
所定長の拡径孔を設ける第2の手順と、前記第1穿孔の
底部から所定深さの第2穿孔を設ける第3の手順とで構
成したものである。
In order to achieve the first object, the invention of claim 1 is a taper bolt having a screw portion formed in an upper portion and a lower end portion having a tapered diameter, and the taper bolt. Inserting a cylindrical sleeve into which is inserted into the hole, opening the lip portion of the sleep by pulling up the taper bolt, and anchoring the hole in the hole by frictional resistance with the hole. In the manufacturing method of,
A first procedure for providing a perforation, a second procedure for providing an enlarged diameter hole of a predetermined length above the bottom of the first perforation, and a third procedure for providing a second perforation of a predetermined depth from the bottom of the first perforation. It consists of steps and.

【0007】このようにした請求項1の発明は、コンク
リートに所定の深さを有する第1穿孔の上部に所定長の
拡大穿を設け、第1穿孔の底部から所定深さの第2穿孔
部を設けた後、アンカーボルトのテーパボルトを引き上
げて筒状スリーブを開脚させることで、拡大穿の位置で
筒状スリーブが確実に開脚するので、少ない力でアンカ
ーボルトの固着作業ができるとともに、筒状スリーブの
開脚に伴なうコンクリートへの応力を低減できるので、
的確な固着強度を有するアンカーボルトの固着作業が行
なえる。
According to the first aspect of the present invention, the concrete is provided with an enlarged perforation of a predetermined length at the upper part of the first perforation having a predetermined depth, and the second perforation part having a predetermined depth from the bottom of the first perforation. After installing the anchor bolt, by pulling up the taper bolt of the anchor bolt to open the tubular sleeve, the tubular sleeve is surely opened at the position of expansion and piercing, so that the anchor bolt can be fixed with a small amount of force. Since the stress on the concrete that accompanies the opening of the cylindrical sleeve can be reduced,
It is possible to perform anchoring work of anchor bolts having an appropriate fastening strength.

【0008】また、上記第2の目的を達成するために、
請求項2の発明は、螺子部が上部に形成され、下端部が
テーパ状に拡径されたテーパボルトと、このテーパボル
トが挿入された筒状スリーブとを穿孔内に挿入し、前記
テーパボルトを引き上げることで前記スリープのリップ
部を開脚させ、前記穿孔との摩擦抵抗で前記穿孔に固着
させるようにしたアンカーボルト用穿孔の穿孔装置にお
いて、電気ドリルの回転部に着脱自在なボディと、この
ボディの先端に着脱自在に螺着されるカッターと、前記
ボディの直径よりやや大きい内径を有して構成され、突
起を有する固着可能な筒体と、この筒体の直径よりやや
大きい内径を有し、一端から長手方向に切り込みが設け
られ、この切り込みを有するとともに、この切り込みの
両端近傍に係合する第1係合部及び第2係合部を有する
移動筒体とで構成したものである。
In order to achieve the second object,
According to a second aspect of the present invention, a taper bolt having a screw portion formed in an upper portion and a lower end portion having a tapered diameter and a tubular sleeve into which the taper bolt is inserted are inserted into a hole, and the taper bolt is pulled up. In the drilling device for anchor bolt drilling, in which the lip portion of the sleep is opened and fixed to the drilling by frictional resistance with the drilling, a body detachable from the rotating portion of the electric drill and a body of this body A cutter that is detachably screwed to the tip, is configured to have an inner diameter slightly larger than the diameter of the body, and has a stickable tubular body having a protrusion, and an inner diameter slightly larger than the diameter of the tubular body, A movable tubular body is provided with a notch in the longitudinal direction from one end, which has the notch and which has a first engaging portion and a second engaging portion engaging near both ends of the notch. Those were.

【0009】このようにした請求項2の発明は、ボディ
に装着した固着可能な筒体の固着位置を調整したり、筒
体の突起の係合を移動筒体の第1係合部や第2係合部に
切り替えることで、カッターから移動筒体までの寸法を
調整することができるので、穿孔寸法や拡径孔の位置を
正確に設けることができるとともに、作業時間も短縮で
きる。
According to the second aspect of the present invention as described above, the fixing position of the fixed cylinder attached to the body is adjusted, and the protrusion of the cylinder is engaged with the first engagement portion or the first engagement portion of the movable cylinder. Since the size from the cutter to the moving cylinder can be adjusted by switching to the two engaging parts, the drilling size and the position of the expanded diameter hole can be accurately provided, and the working time can be shortened.

【0010】[0010]

【発明の実施の形態】以下、本発明のアンカーボルト用
穿孔の製作方法に関する一実施形態を図1〜図4に基づ
いて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of a method of manufacturing a hole for an anchor bolt according to the present invention will be described below with reference to FIGS.

【0011】図1は本発明のアンカーボルト用穿孔の製
作方法に関する一実施形態の作業手順の説明を示すコン
クリートの断面図、図2は本実施形態で作製した穿孔を
示すコンクリートの断面図、図3は本実施形態で作製し
た穿孔に固着するアンカーボルトを装着したアンカーボ
ルト固着装置を取付けた状態を示すコンクリートの断面
図、図4は本実施形態で作製した穿孔にアンカーボルト
固着装置でアンカーボルトを固着した状態を示すコンク
リートの断面図である。
FIG. 1 is a sectional view of concrete showing a work procedure of an embodiment relating to a method of manufacturing a hole for an anchor bolt of the present invention, and FIG. 2 is a sectional view of concrete showing a hole made in this embodiment. 3 is a cross-sectional view of concrete showing a state in which an anchor bolt fixing device equipped with an anchor bolt for fixing to the drill hole produced in this embodiment is attached, and FIG. 4 is an anchor bolt using the anchor bolt fixing device to the drill hole made in this embodiment. It is sectional drawing of the concrete which shows the state which was fixed.

【0012】まず、穿孔装置1の構造と、この穿孔装置
1でコンクリート2に穿孔を行なう手順とを図1にて説
明する。
First, the structure of the piercing device 1 and the procedure for piercing the concrete 2 with the piercing device 1 will be described with reference to FIG.

【0013】図1において、穿孔装置1は、電気ドリル
3の回転部3aに着脱自在なボディ4と、このボディ4
の先端に着脱自在に螺着されるカッター5と、ボディ4
の直径よりやや大きい内径を有し、ボディ4を挿入して
いも螺子6aで固着可能に構成されるとともに、所定寸
法である2mm程度の立方体の突起6bを有する筒体6
と、この筒体6の直径よりやや大きい内径を有し、一端
から長手方向に突起6bを案内する切り込み7aが設け
られ、この切り込み7aの両端近傍に突起6bを係合す
る第1係合部7b及び第2係合部7cを有する移動筒体
7とで構成されている。ここで、第1係合部7bと第2
係合部7cの間隔は例えば15mmとする。
In FIG. 1, a drilling device 1 includes a body 4 which is detachably attached to a rotating portion 3a of an electric drill 3, and the body 4
Cutter 5 which is detachably screwed to the tip of the body and body 4
A cylindrical body 6 having an inner diameter slightly larger than that of the body 4 and being configured to be fixed by a screw 6a even when the body 4 is inserted, and having a cubic protrusion 6b having a predetermined size of about 2 mm.
And a notch 7a having an inner diameter slightly larger than the diameter of the tubular body 6 and guiding the projection 6b from one end in the longitudinal direction, and a first engaging portion for engaging the projection 6b in the vicinity of both ends of the notch 7a. 7b and the movable cylinder body 7 having the second engagement portion 7c. Here, the first engaging portion 7b and the second
The interval between the engaging portions 7c is, for example, 15 mm.

【0014】次に、このような構成の穿孔装置1を用い
て、コンクリート2への穿孔作業を説明する。
Next, the operation of piercing the concrete 2 will be described using the piercing apparatus 1 having such a configuration.

【0015】まず、穿孔装置1の移動筒体7をカッター
5側に移動して第1係合部7bに突起6bを係合させた
状態で、第1の手順として、電気ドリル3を回転させ、
コンクリート2にカッター5を当接させて押圧しなが
ら、カッター5の先端から移動筒体7までの所定寸法を
有する第1穿孔8Aを設ける。ここで、カッター5の先
端から移動筒体7までの寸法は、後述するアンカーボル
ト9の後述する筒状スリーブ9Bの長さである例えば5
0mmよりやや長い寸法である例えば60mmを有し、
第1穿孔8Aの深さは約60mmとなる。
First, in a state in which the movable cylinder 7 of the punching device 1 is moved to the cutter 5 side and the projection 6b is engaged with the first engaging portion 7b, the electric drill 3 is rotated as a first procedure. ,
While abutting and pressing the cutter 5 against the concrete 2, the first perforation 8A having a predetermined dimension from the tip of the cutter 5 to the moving cylinder 7 is provided. Here, the dimension from the tip of the cutter 5 to the movable cylinder 7 is the length of a cylindrical sleeve 9B of the anchor bolt 9 described later, which is, for example, 5
Having a dimension slightly longer than 0 mm, for example 60 mm,
The depth of the first perforation 8A is about 60 mm.

【0016】次に、コンクリート2の表面に移動筒体7
が接触すると、第2の手順として、移動筒体7とコンク
リート2の接触位置を軸としてA方向に複数回旋回させ
ながら所定寸法上方に移動させることで、回転するカッ
ター5が第1穿孔8Aの下端部で第1穿孔8Aより拡径
した拡径孔である拡径部8Bが形成される。
Next, the moving cylinder 7 is placed on the surface of the concrete 2.
When the blades come into contact with each other, as a second procedure, the rotating cutter 5 is moved upward by a predetermined dimension while being swung in the direction A about the contact position between the moving tubular body 7 and the concrete 2 a plurality of times so that the rotating cutter 5 can move the first perforation 8A. An enlarged diameter portion 8B, which is an enlarged diameter hole that is larger in diameter than the first perforation 8A, is formed at the lower end portion.

【0017】次に、第3の手順として、穿孔装置1の移
動筒体7を電気ドリル3に移動して第2係合部7cに突
起6bを係合させ、カッター5の先端から移動筒体7ま
での寸法を約75mmとして、第2の手順で拡径した拡
径部8Bの下方に第2穿孔8Cを設ける。ここで、カッ
ター5の先端から移動筒体7までの寸法である約75m
mは、後述するアンカーボルト9の筒状スリーブ9Bに
挿入される後述するテーパボルト9Aが筒状スリーブ9
Bの下端から突出する寸法の約15mmに上述した60
mmを加えた寸法となる。
Next, as a third procedure, the movable cylinder 7 of the punching device 1 is moved to the electric drill 3 to engage the projection 6b with the second engaging portion 7c, and the movable cylinder from the tip of the cutter 5 is moved. The second perforation 8C is provided below the enlarged diameter portion 8B that has been enlarged in the second procedure with the dimension up to 7 being approximately 75 mm. Here, the distance from the tip of the cutter 5 to the moving cylinder 7 is about 75 m.
As for m, a taper bolt 9A described later, which is inserted into a cylindrical sleeve 9B of an anchor bolt 9 described later, is a cylindrical sleeve 9
Approximately 15 mm of the size protruding from the lower end of B
The dimensions are calculated by adding mm.

【0018】また、第1穿孔8Aの深さや第2穿孔8C
の深さである約60mmや約75mmはカッター5の磨
耗で変化するが、筒体6をボディ4に取付ける位置を調
整すれば良い。
The depth of the first perforation 8A and the second perforation 8C
The depth of about 60 mm or about 75 mm changes depending on the wear of the cutter 5, but the position where the tubular body 6 is attached to the body 4 may be adjusted.

【0019】また、コンクリート2に穿孔装置1を用い
るとともに、第1〜第3の手順で設けた穿孔8に挿入固
着するアンカーボルト9と、このアンカーボルト9を固
着する固着装置10と、この固着装置10を用いたアン
カーボルト9の固着方法とを図3、図4を用いて説明す
る。
Further, the drilling device 1 is used for the concrete 2, the anchor bolt 9 is inserted and fixed in the drilling hole 8 provided in the first to third procedures, the fixing device 10 for fixing the anchor bolt 9, and the fixing. A method of fixing the anchor bolt 9 using the device 10 will be described with reference to FIGS. 3 and 4.

【0020】図3、図4において、穿孔8に固着される
アンカーボルト9は、テーパボルト9Aと、このテーパ
ボルト9Aが挿入される筒状スリーブ9Bとからなって
いる。テーパボルト9Aは、螺子部9Aaが上部に形成
され、下端部がテーパ状に拡径されており、筒状スリー
ブ9Bの下端部には、軸方向に延びる複数のスリット9
Baが設けられ、これらのスリット9Ba間に径方向へ
開脚可能なリップ部9Bbが形成されている。
In FIGS. 3 and 4, the anchor bolt 9 fixed to the hole 8 comprises a taper bolt 9A and a cylindrical sleeve 9B into which the taper bolt 9A is inserted. The taper bolt 9A has a threaded portion 9Aa formed on an upper portion thereof, and a lower end portion thereof has a tapered diameter, and a plurality of slits 9 extending in the axial direction are formed at a lower end portion of the tubular sleeve 9B.
Ba is provided, and a lip portion 9Bb that can open the leg in the radial direction is formed between these slits 9Ba.

【0021】また、アンカーボルト9の固着装置10
は、複数の外形を有する段付き座金11と、テーパボル
ト9Aの螺子部9Aaに下端部が螺合する移動体12
と、この移動体12が挿入されるとともに、座金5上に
下端が当接する筒体13と、この筒体13の上端に当接
し、移動体6の上部に螺合するナット体14とから構成
されている。
Further, a device 10 for fixing the anchor bolt 9
Is a stepped washer 11 having a plurality of outer shapes, and a moving body 12 whose lower end portion is screwed into a screw portion 9Aa of the taper bolt 9A.
The movable body 12 is inserted into the washer 5, and the lower end of the cylindrical body 13 abuts on the washer 5. The nut body 14 abuts on the upper end of the cylindrical body 13 and is screwed onto the upper portion of the movable body 6. Has been done.

【0022】座金11は、テーパボルト9Aの螺子部9
Aaの直径よりやや大きい直径の貫通孔11Aを有する
とともに、穿孔8の内径よりやや小径で、穿孔8に挿入
される小径部11Bと、穿孔8の内径より大きく穿孔8
の縁部上に載置されるつば部11Cと、筒体13の内径
よりやや小径で、筒体13に挿入される他の小径部11
Dとから構成されている。なお、これらの小径部11
B、つば部11C、および他の小径部11Dの厚み(上
下方向の寸法)は、それぞれ5mmに設定されている。
The washer 11 is a screw portion 9 of the taper bolt 9A.
A through hole 11A having a diameter slightly larger than the diameter of Aa is provided, and a small diameter portion 11B which is slightly smaller than the inner diameter of the perforation 8 and is inserted into the perforation 8 and a perforation 8 larger than the inner diameter of the perforation 8 are formed.
Of the collar portion 11C placed on the edge of the cylindrical body 13 and another small-diameter portion 11 having a diameter slightly smaller than the inner diameter of the cylindrical body 13 and inserted into the cylindrical body 13.
D and. In addition, these small diameter parts 11
The thickness (vertical dimension) of each of B, the collar portion 11C, and the other small diameter portion 11D is set to 5 mm.

【0023】移動体12は、テーパボルト9Aの螺子部
9Aaが螺合する螺子孔12Aを下端部に有し、軸方向
に延びる雄螺子部12Bが上部に形成されており、この
雄螺子部12Bの下方に、径方向へ突出するピン12C
が設けられている。螺子孔12Aの深さ寸法は例えば2
0mmに設定されており、雄螺子部12Aは、削り出し
加工または雄螺子部12Aの溶接加工により製作され、
ピン12Cは、小径の円柱体の溶接加工または螺着によ
り製作するようになっている。
The moving body 12 has a screw hole 12A into which a screw portion 9Aa of the taper bolt 9A is screwed, and a male screw portion 12B extending in the axial direction is formed in the upper portion, and the male screw portion 12B has a screw hole 12A. Pin 12C protruding downward in the radial direction
Is provided. The depth of the screw hole 12A is, for example, 2
It is set to 0 mm, the male screw portion 12A is manufactured by shaving or welding the male screw portion 12A,
The pin 12C is manufactured by welding or screwing a small-diameter cylindrical body.

【0024】筒体13には、ピン12Cを案内する長孔
13Aが軸方向に形成されており、この長孔13Aの近
傍にテーパボルト9Aの移動量を示す図示しない目盛り
部が設けられ、また、この目盛り部より反対側の筒体1
3の外周部に、径方向へ20mm程度突出する突出部1
3B、およびこの突出部13Bに着脱可能に装着される
パイプ13Cからなる取っ手が設けられている。
A long hole 13A for guiding the pin 12C is formed in the cylindrical body 13 in the axial direction, and a scale portion (not shown) indicating the amount of movement of the taper bolt 9A is provided in the vicinity of the long hole 13A. Cylindrical body 1 on the opposite side of this scale
The protruding portion 1 protruding about 20 mm in the radial direction on the outer peripheral portion of
3B, and a handle including a pipe 13C detachably attached to the protruding portion 13B is provided.

【0025】次に、固着装置10を用いた穿孔8へのア
ンカーボルト9の固着方法を説明する。
Next, a method of fixing the anchor bolt 9 to the hole 8 using the fixing device 10 will be described.

【0026】まず、テーパボルト9Aおよび筒状スリー
ブ9Bからなる1本のアンカーボルト9を上述の第1〜
第3の手順で作製したコンクリート2の穿孔8内に固着
する際、まずアンカーボルト9を穿孔8内に差し込み、
コンクリート2より突出するテーパボルト9Aの螺子部
9Aaを座金11の貫通孔11Aに挿入し、この座金1
1の小径部11Bを穿孔8内に差し込み、つば部11C
を穿孔8の縁部上に載置する。次いで、座金11の貫通
孔11Aより突出するテーパボルト9Aの螺子部9Aa
に移動体12の下端部の螺子孔12Aを螺合させて手で
回らなくなるまで締め込んだ後、移動体12のピン12
Cを長孔13Aより突出させるとともに、移動体12を
筒体13に挿入した状態で、この筒体13を座金11の
つば部11C上に載置し、移動体12の雄螺子部12B
にナット体14を螺合させて、このナット体14を筒体
13上に配置する。ここで、第1穿孔8Aと拡径部8B
と第2穿孔8Cからなる穿孔8と、テーパボルト9Aと
筒状スリーブ9Bからなるアンカーボルト9との位置関
係は、第2穿孔8Cの底部にテーパボルト9Aの底部が
位置し、拡径部8Bの底部近傍に筒状スリーブ9Bの先
端が位置している。
First, one anchor bolt 9 consisting of the taper bolt 9A and the tubular sleeve 9B is attached to the above-mentioned first to third parts.
When fixing in the hole 8 of the concrete 2 produced by the third procedure, first insert the anchor bolt 9 into the hole 8,
The screw portion 9Aa of the taper bolt 9A protruding from the concrete 2 is inserted into the through hole 11A of the washer 11, and the washer 1
Insert the small diameter portion 11B of No. 1 into the perforation 8 to form the collar portion 11C.
Are placed on the edges of the perforations 8. Next, the screw portion 9Aa of the taper bolt 9A protruding from the through hole 11A of the washer 11
After screwing the screw hole 12A at the lower end of the moving body 12 into the screw and tightening it until it cannot be rotated by hand, the pin 12 of the moving body 12
C is projected from the long hole 13A, and the movable body 12 is inserted into the cylindrical body 13, the cylindrical body 13 is placed on the collar portion 11C of the washer 11, and the male screw portion 12B of the movable body 12 is placed.
The nut body 14 is screwed onto the cylindrical body 13 and the nut body 14 is arranged on the cylindrical body 13. Here, the first perforation 8A and the expanded diameter portion 8B
The positional relationship between the drilling 8 including the second drilling 8C and the anchor bolt 9 including the taper bolt 9A and the tubular sleeve 9B is such that the bottom of the taper bolt 9A is located at the bottom of the second drilling 8C and the bottom of the expanded diameter portion 8B. The tip of the tubular sleeve 9B is located in the vicinity.

【0027】このようにして固着装置10をアンカーボ
ルト9上にセットした後、ナット体14を手で締め込む
ことによりナット体14を筒体13の上端に当接させ
て、筒体13の突出部13Bに装着したパイプ13Cを
手で持って支持することにより筒体13の共廻りを防止
する。この状態でソケットレンチ15によりナット体1
4を締め込むと、その反力が移動体12で生じるが移動
体12のピン12Cが筒体13の長孔13Aに案内され
ているので、移動体12が回転することなく上昇して、
テーパボルト9Aが引き上げられる。このとき、筒状ス
リーブ9B上に座金11の小径部11Bが当接し、この
座金11上に筒体13が当接しているので筒状スリーブ
9Bの上昇が抑制され、一方、上述したようにテーパボ
ルト9Aが上昇するので、テーパボルト9Aのテーパ状
に拡径された部分の押圧により筒状スリーブ9Bのリッ
プ部9Baが穿孔8の拡径部8Bの位置で径方向へ開脚
される。
After the fixing device 10 is set on the anchor bolt 9 in this way, the nut body 14 is manually tightened so that the nut body 14 is brought into contact with the upper end of the cylinder body 13 to project the cylinder body 13. By holding the pipe 13C attached to the portion 13B by hand and supporting it, the cylinder 13 is prevented from rotating together. In this state, use the socket wrench 15 to tighten the nut body 1.
When 4 is tightened, the reaction force is generated in the moving body 12, but since the pin 12C of the moving body 12 is guided by the elongated hole 13A of the cylindrical body 13, the moving body 12 rises without rotating,
The taper bolt 9A is pulled up. At this time, the small-diameter portion 11B of the washer 11 is in contact with the cylindrical sleeve 9B, and the cylindrical body 13 is in contact with the washer 11, so that the cylindrical sleeve 9B is prevented from rising. Since 9A rises, the lip portion 9Ba of the tubular sleeve 9B is radially opened at the position of the enlarged diameter portion 8B of the drilled hole 8 by pressing the portion of the tapered bolt 9A that is enlarged in diameter.

【0028】本実施形態によれば、穿孔8にアンカーボ
ルト9を固着するとき、筒状スリーブ9Bのリップ部9
Baは穿孔8の拡径部8Bの位置で開脚されるので、少
ない力で容易に作業が行なえるとともに、リップ部9B
aが開脚するときのコンクリート2への応力を少なくす
ることができる。
According to this embodiment, when the anchor bolt 9 is fixed to the hole 8, the lip portion 9 of the tubular sleeve 9B is formed.
Since Ba is opened at the position of the expanded diameter portion 8B of the hole 8, work can be easily performed with a small force, and the lip portion 9B
It is possible to reduce the stress on the concrete 2 when a is opened.

【0029】[0029]

【発明の効果】請求項1の発明によれば、コンクリート
に所定の深さを有する第1穿孔の上部に所定長の拡大穿
を設け、第1穿孔の底部から所定深さの第2穿孔部を設
けた後、アンカーボルトのテーパボルトを引き上げて筒
状スリーブを開脚させることで、拡大穿の位置で筒状ス
リーブが確実に開脚するので、少ない力でアンカーボル
トの固着作業ができるとともに、筒状スリーブの開脚に
伴なうコンクリートへの応力を低減できるので、的確な
固着強度を有するアンカーボルトの固着作業が行なえ
る。
According to the first aspect of the present invention, the concrete is provided with an enlarged perforation of a predetermined length at the upper part of the first perforation having a predetermined depth, and the second perforation part having a predetermined depth from the bottom of the first perforation. After installing the anchor bolt, by pulling up the taper bolt of the anchor bolt to open the tubular sleeve, the tubular sleeve is surely opened at the position of expansion and piercing, so that the anchor bolt can be fixed with a small amount of force. Since the stress on the concrete due to the opening of the tubular sleeve can be reduced, it is possible to perform the anchoring work of the anchor bolt having an appropriate anchoring strength.

【0030】また、請求項2の発明によれば、ボディに
装着した固着可能な筒体の固着位置を調整したり、筒体
の突起の係合を移動筒体の第1係合部や第2係合部に切
り替えることで、カッターから移動筒体までの寸法を調
整することができるので、穿孔寸法や拡径孔の位置を正
確に設けることができるとともに、作業時間も短縮でき
る。
According to the second aspect of the present invention, the fixing position of the fixable cylinder attached to the body is adjusted, and the protrusion of the cylinder is engaged with the first engagement portion or the first engagement portion of the movable cylinder. Since the size from the cutter to the moving cylinder can be adjusted by switching to the two engaging parts, the drilling size and the position of the expanded diameter hole can be accurately provided, and the working time can be shortened.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明のアンカーボルト用穿孔の製作方法に関
する一実施形態の作業手順の説明を示すコンクリートの
断面図である。
FIG. 1 is a cross-sectional view of concrete illustrating a work procedure according to an embodiment of a method of manufacturing a hole for an anchor bolt of the present invention.

【図2】本実施形態で作製した穿孔を示すコンクリート
の断面図である。
FIG. 2 is a cross-sectional view of concrete showing perforations produced in this embodiment.

【図3】本実施形態で作製した穿孔に固着するアンカー
ボルトを装着したアンカーボルト固着装置を取付けた状
態を示すコンクリートの断面図である。
FIG. 3 is a cross-sectional view of concrete showing a state in which an anchor bolt fixing device equipped with anchor bolts fixed to a drill hole produced in the present embodiment is attached.

【図4】本実施形態で作製した穿孔にアンカーボルト固
着装置でアンカーボルトを固着した状態を示すコンクリ
ートの断面図である。
FIG. 4 is a cross-sectional view of concrete showing a state in which anchor bolts are fixed to the perforations produced in this embodiment by an anchor bolt fixing device.

【符号の説明】[Explanation of symbols]

1 穿孔装置 2 コンクリート 3 電気ドリル 4 ボディ 5 カッター 6 筒体 6a いも螺子 6b 突起 7 移動筒体 7a 切り込み 7b 第1係合部 7c 第2係合部 8 穿孔 8A 第1穿孔 8B 拡係部 8C 第2穿孔 9 アンカーボルト 9A テーパボルト 9B 筒状スリーブ 1 punching device 2 concrete 3 electric drill 4 body 5 cutter 6 cylinder 6a potato screw 6b protrusion 7 Moving cylinder 7a cut 7b First engaging portion 7c Second engaging portion 8 drilling 8A 1st perforation 8B Expansion section 8C 2nd perforation 9 Anchor bolt 9A taper bolt 9B tubular sleeve

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 螺子部が上部に形成され、下端部がテー
パ状に拡径されたテーパボルトと、このテーパボルトが
挿入された筒状スリーブとを穿孔内に挿入し、前記テー
パボルトを引き上げることで前記スリープのリップ部を
開脚させ、前記穿孔との摩擦抵抗で前記穿孔に固着させ
るようにしたアンカーボルト用穿孔の製作方法におい
て、コンクリートに所定長の深さの第1穿孔を設ける第
1の手順と、この第1穿孔の底部上方に所定長の拡径孔
を設ける第2の手順と、前記第1穿孔の底部から所定深
さの第2穿孔を設ける第3の手順とで構成したことを特
徴とするアンカーボルト用穿孔の製作方法。
1. A taper bolt having a screw portion formed in an upper portion and a lower end portion having a tapered diameter, and a tubular sleeve into which the taper bolt is inserted are inserted into a hole, and the taper bolt is pulled up to obtain the taper bolt. In a method of manufacturing a hole for an anchor bolt, in which a lip portion of a sleep is opened and fixed to the hole by frictional resistance with the hole, a first step of providing a first hole having a predetermined depth in concrete. And a second procedure of providing a diameter-expanded hole of a predetermined length above the bottom of the first hole, and a third procedure of providing a second hole of a predetermined depth from the bottom of the first hole. A method of manufacturing a hole for a characteristic anchor bolt.
【請求項2】 螺子部が上部に形成され、下端部がテー
パ状に拡径されたテーパボルトと、このテーパボルトが
挿入された筒状スリーブとを穿孔内に挿入し、前記テー
パボルトを引き上げることで前記スリープのリップ部を
開脚させ、前記穿孔との摩擦抵抗で前記穿孔に固着させ
るようにしたアンカーボルト用穿孔の穿孔装置におい
て、電気ドリルの回転部に着脱自在なボディと、このボ
ディの先端に着脱自在に螺着されるカッターと、前記ボ
ディの直径よりやや大きい内径を有して構成され、突起
を有する固着可能な筒体と、この筒体の直径よりやや大
きい内径を有し、一端から長手方向に切り込みが設けら
れ、この切り込みを有するとともに、この切り込みの両
端近傍に係合する第1係合部及び第2係合部を有する移
動筒体とで構成したことを特徴とするアンカーボルト用
穿孔の穿孔装置。
2. A taper bolt having a screw portion formed in an upper portion and a lower end portion having a tapered diameter, and a tubular sleeve into which the taper bolt is inserted are inserted into a perforation, and the taper bolt is pulled up. In a drilling device for anchor bolt drilling, in which the lip portion of the sleep is opened and fixed to the drilling by frictional resistance with the drilling, a body detachable from the rotating part of the electric drill and a tip of this body A cutter that is detachably screwed, a cylindrical body that is configured with an inner diameter that is slightly larger than the diameter of the body, and has a protrusion, and an inner diameter that is slightly larger than the diameter of this cylindrical body, A notch is provided in the longitudinal direction, and the movable cylinder has a notch and a first engaging portion and a second engaging portion that engage with both ends of the notch. And a drilling device for drilling anchor bolts.
JP2001362864A 2001-11-28 2001-11-28 Method for making bore hole for anchor bolt and boring device Pending JP2003159704A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001362864A JP2003159704A (en) 2001-11-28 2001-11-28 Method for making bore hole for anchor bolt and boring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001362864A JP2003159704A (en) 2001-11-28 2001-11-28 Method for making bore hole for anchor bolt and boring device

Publications (1)

Publication Number Publication Date
JP2003159704A true JP2003159704A (en) 2003-06-03

Family

ID=19173299

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001362864A Pending JP2003159704A (en) 2001-11-28 2001-11-28 Method for making bore hole for anchor bolt and boring device

Country Status (1)

Country Link
JP (1) JP2003159704A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014030867A (en) * 2012-08-02 2014-02-20 Hitachi Koki Co Ltd Core bit and core bit set for power tool
JP2015094459A (en) * 2013-11-14 2015-05-18 サンコーテクノ株式会社 Method for construction of expanding anchor
KR20160095013A (en) * 2014-05-15 2016-08-10 에프에스 테크니칼 코포레이션 Post-installed anchor, post-installed anchor implementation method, post-installed anchor system and rotation-stopping tool

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014030867A (en) * 2012-08-02 2014-02-20 Hitachi Koki Co Ltd Core bit and core bit set for power tool
JP2015094459A (en) * 2013-11-14 2015-05-18 サンコーテクノ株式会社 Method for construction of expanding anchor
KR20160095013A (en) * 2014-05-15 2016-08-10 에프에스 테크니칼 코포레이션 Post-installed anchor, post-installed anchor implementation method, post-installed anchor system and rotation-stopping tool
KR101946896B1 (en) 2014-05-15 2019-02-12 에프에스 테크니칼 코포레이션 Post-installed anchor, method for installing post-installed anchor, post-installed anchor system, and rotation preventing jig

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