JPS6020659Y2 - hole wall drilling machine - Google Patents

hole wall drilling machine

Info

Publication number
JPS6020659Y2
JPS6020659Y2 JP13002880U JP13002880U JPS6020659Y2 JP S6020659 Y2 JPS6020659 Y2 JP S6020659Y2 JP 13002880 U JP13002880 U JP 13002880U JP 13002880 U JP13002880 U JP 13002880U JP S6020659 Y2 JPS6020659 Y2 JP S6020659Y2
Authority
JP
Japan
Prior art keywords
pantograph
hole
operating rod
tube
drilling machine
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.)
Expired
Application number
JP13002880U
Other languages
Japanese (ja)
Other versions
JPS5756881U (en
Inventor
巌 広尾
博 村上
洋一郎 加藤
Original Assignee
関西電力株式会社
岡部株式会社
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 関西電力株式会社, 岡部株式会社 filed Critical 関西電力株式会社
Priority to JP13002880U priority Critical patent/JPS6020659Y2/en
Publication of JPS5756881U publication Critical patent/JPS5756881U/ja
Application granted granted Critical
Publication of JPS6020659Y2 publication Critical patent/JPS6020659Y2/en
Expired legal-status Critical Current

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  • Piles And Underground Anchors (AREA)
  • Earth Drilling (AREA)

Description

【考案の詳細な説明】 本考案は、地盤へあけられたアンカーボルト取付は用の
孔などの孔壁拡削機に関する。
[Detailed Description of the Invention] The present invention relates to a hole wall drilling machine for installing holes drilled into the ground for anchor bolts.

アンカーボルトはボーリングマシンなどの削孔機により
地盤へ孔をあけ、その孔へアンカーボルトを挿入し、モ
ルタルセメントミルクなどを流し込んで固定し、器物取
付けなどの用に供する。
Anchor bolts are made by drilling a hole in the ground using a boring machine such as a boring machine, inserting the anchor bolt into the hole, and pouring mortar, cement milk, etc. to fix it and use it for attaching equipment.

地盤が軟弱な場合は前記孔を単なる円筒状の孔でなく中
間部に膨隆部を持つ孔にすると、引抜耐力を高めること
ができる。
If the ground is soft, the pullout strength can be increased by making the hole not just a cylindrical hole but a hole with a bulge in the middle.

本考案はこの膨隆部を作るのに好適な孔壁拡削機を提供
しようとするものである。
The present invention aims to provide a hole wall expanding machine suitable for creating this bulge.

図面について説明すると、第1図で10は地盤であり、
12は該地盤に削孔機によりあけた円筒状の孔である。
To explain the drawings, in Figure 1, 10 is the ground;
12 is a cylindrical hole drilled in the ground using a hole drilling machine.

本考案の孔壁拡削機2oはこの孔12に挿し込んで回転
して膨隆部14を作る。
The hole wall expanding machine 2o of the present invention is inserted into the hole 12 and rotated to form the bulge 14.

拡削機20は管体22、操作棒24、パンタグラフ26
、切削土収容缶28などを備える。
The expanding machine 20 includes a tube body 22, an operating rod 24, and a pantograph 26.
, a cutting soil storage can 28, etc.

管体22の一端には該管体を回転させるバンドル30が
取付けられ、他端にはパンタグラフ26の一端26aが
固着される。
A bundle 30 for rotating the tube is attached to one end of the tube 22, and one end 26a of the pantograph 26 is fixed to the other end.

操作棒24は管体22内を貫通して延び、管体22の一
端から突出する一端24aにはねじが切られ、該ねじに
バンドル32の付いたナツト34が螺合する。
The operating rod 24 extends through the tubular body 22, and has a threaded end 24a protruding from one end of the tubular body 22, into which a nut 34 with a bundle 32 is screwed.

管体22の他端から突出する他端24bはパンタグラフ
26の他端26bとその外側で係合し、従ってバンドル
32を操作してナツト34を廻わし、操作棒24を引上
げるとパンタグラフ26は図示の如く拡開する。
The other end 24b protruding from the other end of the tube body 22 engages with the other end 26b of the pantograph 26 on the outside. Therefore, when the bundle 32 is operated to turn the nut 34 and the operating rod 24 is pulled up, the pantograph 26 is moved. Expand as shown.

パンタグラフ26の一端26aと他端26bとの間には
操作棒24に沿ってバネ36が設けられており、バンド
ル32を操作してナツト34を逆方向に廻わして操作棒
24を死臭へ前進させるパンタグラフ26はバネ36に
より収縮し操作棒24と平行になる。
A spring 36 is provided between one end 26a and the other end 26b of the pantograph 26 along the operating rod 24, and the bundle 32 is operated to rotate the nut 34 in the opposite direction to move the operating rod 24 to the dead smell. The pantograph 26 to be advanced is contracted by the spring 36 and becomes parallel to the operating rod 24.

切削土収容缶28は、管体22の他端に固着された一対
の支持杆38,40に、パンタグラフの前方において回
動可能に取付けられる。
The cutting soil storage can 28 is rotatably attached to a pair of support rods 38 and 40 fixed to the other end of the tubular body 22 in front of the pantograph.

パンタグラフ26の他端26bはこの一対の支持杆の対
向間隙を通して突出し、その突出部にパンタグラフの各
1対の回動可能なリンク部の一端が図示の如く枢着され
る。
The other end 26b of the pantograph 26 protrudes through the opposing gap between the pair of support rods, and one end of each pair of rotatable link parts of the pantograph is pivotally attached to the protrusion as shown.

このパンタグラフ部および切削土収容缶の概略斜視図を
第2図に示す。
A schematic perspective view of the pantograph section and the cut soil storage can is shown in FIG.

再び第1図に戻って40は操作棒24の連結用カプラー
、42は管体22の連結用カプラー、44は管体22を
孔12の正しく中央に位置させるためのスペーサである
Returning to FIG. 1 again, 40 is a coupler for connecting the operating rod 24, 42 is a coupler for connecting the tube body 22, and 44 is a spacer for positioning the tube body 22 correctly in the center of the hole 12.

また46はフランジ部と短円筒部を持ち、2つ側構造と
なっている孔口固定金具であり、50は管体22に遊嵌
するリング状のストッパ48を管体22の所定位置へ固
着させるねじである。
Further, 46 is a hole fixing fitting having a two-sided structure, having a flange portion and a short cylindrical portion, and 50 is a ring-shaped stopper 48 that loosely fits into the tube body 22 and is fixed to a predetermined position of the tube body 22. It is a screw that allows

次にこの拡削機の操作を説明する。Next, the operation of this drilling machine will be explained.

地盤10に孔12をあけ、拡削機20はバンドル32を
操作して棒24を前進させ、パンタグラフ26を収縮さ
せた状態にしておく。
A hole 12 is drilled in the ground 10, and the expander 20 operates the bundle 32 to advance the rod 24 and keep the pantograph 26 in a contracted state.

この状態では拡削機はその管体22部分、パンタグラフ
26部分、収容缶28部分など全てその外径は孔22の
内径より小さいので、これらの部分を孔12内に挿入す
る。
In this state, the outer diameter of the expanding machine, including the tube body 22, pantograph 26, and housing can 28, is smaller than the inner diameter of the hole 22, so these portions are inserted into the hole 12.

管体22に遊嵌させであるストッパ48は上記挿入時に
はバンドル30側に引寄せておき、挿入後金具46を孔
12の上端に図示の如く嵌めストッパ48をその上に当
てねじ50を締付け、固定する。
The stopper 48, which is loosely fitted to the tube body 22, is pulled toward the bundle 30 during the above-mentioned insertion, and after insertion, the metal fitting 46 is fitted to the upper end of the hole 12 as shown in the figure, and the stopper 48 is placed thereon and the screw 50 is tightened. Fix it.

パンタグラフ26の直上に位置するスペーサ44の外径
は孔内径よりや)小さい程度であるので、上記金具46
と共に拡削機を孔12の中心線に沿って正しく位置させ
る。
Since the outer diameter of the spacer 44 located directly above the pantograph 26 is smaller than the inner diameter of the hole, the metal fitting 46
At the same time, the drilling machine is properly positioned along the center line of the hole 12.

次にノ\ンドル32を操作して操作棒24を引上げパン
タグラフ26を図示の如く拡開する。
Next, operate the nozzle 32 to pull up the operating rod 24 and expand the pantograph 26 as shown.

この拡開で孔壁は押下されテ凹み、パンタグラフと同じ
形状になる。
This expansion pushes down the hole wall and makes it concave, creating the same shape as a pantograph.

次にノ\ンドル30により管体22を廻わす。Next, the tube body 22 is rotated using the nozzle 30.

パンタグラフ26は一端26aが管体22に固定され、
他端26bが一対の支持杆38に挾持されるので、管体
22の回転と共に回転する。
The pantograph 26 has one end 26a fixed to the tube body 22,
Since the other end 26b is held between the pair of support rods 38, it rotates with the rotation of the tube body 22.

この回転の軸受は部は金具46とスペーサ44である。The bearings for this rotation are the metal fitting 46 and the spacer 44.

操作棒24はこのとき、管体22とともに回転する。At this time, the operating rod 24 rotates together with the tube body 22.

孔12はパンタグラフ26の回転で該パンタグラフによ
り切削され、その周囲は算盤球状の孔になる。
The hole 12 is cut by the pantograph 26 as it rotates, and the periphery thereof becomes an abacus-shaped hole.

切削土は落下し缶28に収容される。The cut soil falls and is stored in the can 28.

こうして膨隆部が形成されたらバンドル32を逆方向に
操作し操作棒24を前進させてパンタグラフ26をバネ
36により収縮させ、然るのちバンドル30などを持っ
て拡削機を孔12から引揚げ、拡削作業を完了する。
When the bulge is formed in this way, the bundle 32 is operated in the opposite direction, the operating rod 24 is advanced, the pantograph 26 is contracted by the spring 36, and the expanding machine is then pulled up from the hole 12 by holding the bundle 30 and the like. Complete the widening work.

以上の説明から明らかなように来者案拡削機によれば円
筒状の孔12に膨隆部を簡単に形成することができる。
As is clear from the above description, the bulge can be easily formed in the cylindrical hole 12 using the visitor-type enlarging machine.

拡削により生じた切削土は下端の缶28に収容されるの
で孔から拡削機を取出すときに一緒に取出され、孔12
の底部を埋めるようなことはない。
The cutting soil generated by the drilling is stored in the can 28 at the lower end, so when the drilling machine is taken out from the hole, it is taken out together with the cutting soil.
There is no such thing as filling the bottom of the.

また実施例に示した如く管体22および操作棒24をカ
ップラー40.42で連結する構造とすれば、継ぎ足し
て若しくは交換して拡削機の全長を変更し孔12の所要
長に合せることができ複数ケ所の拡削機をつくることも
できる。
Furthermore, if the structure is such that the tube body 22 and the operating rod 24 are connected by the couplers 40 and 42 as shown in the embodiment, the overall length of the drilling machine can be changed to match the required length of the hole 12 by adding or replacing it. It is also possible to create a widening machine with multiple locations.

また金具46およびスペーサ44を設けておくと拡削機
を孔12の中心に正しくセットすることができるだけで
はなく回転の際の軸受とすることができ、拡削作業を容
易にし、膨隆部を孔12に中心を合せて正しくあけるこ
とができる。
In addition, by providing the metal fitting 46 and the spacer 44, not only can the drilling machine be set correctly in the center of the hole 12, but it can also be used as a bearing during rotation, making the drilling work easier, and the bulging part can be placed in the hole. You can center it on 12 and drill it correctly.

更に操作棒24の前、後進にねじ、ナツト機構を使用す
れば、地盤が固い場合は大きな力が必要なパンタグラフ
の拡開を容易に行なうことができる。
Furthermore, by using a screw and nut mechanism to move the operating rod 24 forward and backward, the pantograph can be easily expanded, which requires a large force when the ground is hard.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案に係る拡削機を地盤にセラt−した状態
を示す図で、一部は断面もしくは破断して示す。 第2図は第1図の一部の概略斜視図である。 図面で22は管体、30はバンドル、26はパンタグラ
フ、24は操作棒、22a、34,32は進退機構、3
6は支持杆、28は切削土収容缶である。
FIG. 1 is a diagram showing a state in which the drilling machine according to the present invention is installed in the ground, and a portion thereof is shown in cross section or broken. FIG. 2 is a schematic perspective view of a portion of FIG. 1. In the drawing, 22 is a tube body, 30 is a bundle, 26 is a pantograph, 24 is an operating rod, 22a, 34, 32 are advance/retreat mechanisms, 3
6 is a support rod, and 28 is a cut soil storage can.

Claims (1)

【実用新案登録請求の範囲】 管体の一端に該管体を回転させるバンドルを、また該管
体の他端に孔壁を拡削するパンタグラフの一端をそれぞ
れ取付け、 該管体の内部を通して操作棒を貫通させ、該操作棒の一
端には該操作棒を進退させる機構を取付け、また他端に
は前記パンタグラフの他端を取付けて該操作棒の進退で
パンタグラフを拡開、収縮させるようにし、 前記管体の他端には、支持杆を介してそして前記操作棒
の他端の更に前方に位置させて、パンタグラフによる切
削土を収容する缶を取付けたことを特徴とする孔壁拡削
機。
[Claims for Utility Model Registration] A bundle for rotating the tube is attached to one end of the tube, and one end of a pantograph for enlarging the hole wall is attached to the other end of the tube, and the bundle is operated through the inside of the tube. A rod is passed through the operating rod, and a mechanism for advancing and retracting the operating rod is attached to one end of the operating rod, and the other end of the pantograph is attached to the other end, so that the pantograph is expanded and contracted by moving the operating rod back and forth. , A can for storing soil cut by a pantograph is attached to the other end of the tube via a support rod and located further forward of the other end of the operating rod. Machine.
JP13002880U 1980-09-12 1980-09-12 hole wall drilling machine Expired JPS6020659Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13002880U JPS6020659Y2 (en) 1980-09-12 1980-09-12 hole wall drilling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13002880U JPS6020659Y2 (en) 1980-09-12 1980-09-12 hole wall drilling machine

Publications (2)

Publication Number Publication Date
JPS5756881U JPS5756881U (en) 1982-04-03
JPS6020659Y2 true JPS6020659Y2 (en) 1985-06-20

Family

ID=29490356

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13002880U Expired JPS6020659Y2 (en) 1980-09-12 1980-09-12 hole wall drilling machine

Country Status (1)

Country Link
JP (1) JPS6020659Y2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63315727A (en) * 1987-06-19 1988-12-23 Kuniisa Ogura Foundation materials for construction
JPH0635791B2 (en) * 1988-11-22 1994-05-11 株式会社ピー・エス Internal expansion hole drilling equipment for civil engineering
JP4582477B2 (en) * 2005-01-12 2010-11-17 株式会社テノックス Ground improvement device provided with expanded wing excavation wing and method for constructing cored reinforcement
JP6516381B2 (en) * 2017-06-21 2019-05-22 国土防災技術株式会社 Manufacturing method of expanded hole bit of rhombus pantograph specification and expanded hole bit of rhombus pantograph specification capable of adjusting the hole diameter

Also Published As

Publication number Publication date
JPS5756881U (en) 1982-04-03

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