JPH018589Y2 - - Google Patents

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Publication number
JPH018589Y2
JPH018589Y2 JP1983191083U JP19108383U JPH018589Y2 JP H018589 Y2 JPH018589 Y2 JP H018589Y2 JP 1983191083 U JP1983191083 U JP 1983191083U JP 19108383 U JP19108383 U JP 19108383U JP H018589 Y2 JPH018589 Y2 JP H018589Y2
Authority
JP
Japan
Prior art keywords
hole
expanding
gear
wing
main body
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
JP1983191083U
Other languages
Japanese (ja)
Other versions
JPS60100438U (en
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
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Priority to JP19108383U priority Critical patent/JPS60100438U/en
Publication of JPS60100438U publication Critical patent/JPS60100438U/en
Application granted granted Critical
Publication of JPH018589Y2 publication Critical patent/JPH018589Y2/ja
Granted legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【考案の詳細な説明】 本考案は地盤改良工法等に使用する拡孔装置に
関するものである。
[Detailed Description of the Invention] The present invention relates to a hole-drilling device used in ground improvement methods and the like.

第1図に示すように良好地盤aと不良地盤bと
が多層にわたつて重なつている地層等において、
その不良地盤に薬液を注入するなどして不良地盤
を改良していく方法がある。
As shown in Figure 1, in strata where good ground a and poor ground b overlap in multiple layers,
There is a method to improve the poor ground by injecting chemicals into the poor ground.

この方法について説明すると、良好地盤aまで
通常のビツトで掘削した掘削機を不良地盤bから
は拡大装置に切りかえて掘削する。
To explain this method, an excavator excavates with a normal bit until good ground a is excavated, and excavates poor ground b by switching to an enlarging device.

拡大装置とは例えばビツトをパンタグラフ式に
外方に拡大できる装置である。
A magnifying device is, for example, a device that can magnify the bits outwards in pantograph fashion.

この拡大装置のビツトを開きながら掘削するこ
とにより不良地盤bに大径の削孔をつくる。
A large diameter hole is made in the poor ground b by drilling while opening the bit of this enlarging device.

つまり掘削機が良好地盤aにある時はビツトを
閉じて掘削し、できるだけ地盤を乱さないでもと
のままにしておく。
In other words, when the excavator is on good ground a, the bit is closed and excavation is carried out, leaving the ground as undisturbed as possible.

一方不良地盤bでは広い撹拌、改良範囲を確保
するためにビツトを開いて掘削し薬液を注入し撹
拌するという方法である。
On the other hand, in the case of poor ground b, in order to ensure a wide range of stirring and improvement, the method is to open the bit, excavate it, inject the chemical solution, and stir it.

従来、以上の方法が多く取られているがこの方
法には次の様な問題点が存在する。
Conventionally, the above method has been widely used, but this method has the following problems.

〈イ〉 従来の拡大装置で不良地盤bの削孔の最
大径Lを大きくするためには、当然ビツトをパ
ンタグラフ式に外方へ拡大させるジヤツキ等の
大型化、および大きい強度を得るための部材の
大型化が必要になる。
<A> In order to increase the maximum diameter L of a hole drilled in poor ground b using a conventional expanding device, it is natural to increase the size of the jack, etc. that expands the bit outward in a pantograph style, and to use members to obtain greater strength. It will be necessary to increase the size of the

その結果、良好地盤aの削孔の径L′も、上記
の様な大型掘削装置が出入りできるだけの大き
なものとなる。
As a result, the diameter L' of the hole drilled in the good ground a becomes large enough to allow the large excavation equipment as described above to enter and exit.

すなわちLを大きくしたければ必然的にL′も
大きくなることになる。
In other words, if we want to increase L, L' will also inevitably increase.

〈ロ〉 上記の結果削孔の径を大きくする必要の
ない良好地盤でも大きな掘削装置を通過させる
ために、大径の削孔が必要となり、良好地盤を
乱すことになる。
<B> As a result of the above, even in good ground where there is no need to increase the diameter of the hole, a large diameter hole is required to pass a large excavation device, which disturbs the good ground.

本考案は以上の問題を解決するためになされた
もので非改良部の径と改良部の径との比率が大き
く取れ、良好地盤をできるだけ乱さないで施工で
きる地盤改良等に使用する拡孔装置を提供するこ
とを目的とする。
This invention was devised to solve the above problems, and is a hole-expanding device used for ground improvement, etc., which allows for a large ratio between the diameter of the unimproved part and the diameter of the improved part, and allows construction to be carried out without disturbing the good ground as much as possible. The purpose is to provide

次に本考案の実施例を図面にもとづいて説明す
る。(第2図) 本考案の拡孔装置は、油圧ジヤツキ等のジヤツ
キ2により上下する内管ロツド3と内管ロツドを
収納する外管ロツド4、そして拡孔ウイング5、
ラツクギヤ11、内管ロツド受け12を内蔵する
拡孔部本体1とで構成する。
Next, embodiments of the present invention will be described based on the drawings. (Fig. 2) The hole expanding device of the present invention includes an inner tube rod 3 that is moved up and down by a jack 2 such as a hydraulic jack, an outer tube rod 4 that accommodates the inner tube rod, and a hole expanding wing 5.
It consists of a rack gear 11 and an enlarged hole main body 1 having a built-in inner tube rod receiver 12.

〈イ〉 内管ロツド 内管ロツド3は中空の筒体であり、その上部先
端部は頭部筒31内で回転自在でかつ上下方向の
摺動不能に取付けてある。
<A> Inner tube rod The inner tube rod 3 is a hollow cylindrical body, and its upper tip is rotatable within the head tube 31 and is attached so as not to be slidable in the vertical direction.

頭部筒31には注入液入口32を設け、環状に
外向きフランジ33を設ける。
The head cylinder 31 is provided with an injection liquid inlet 32 and an annular outward flange 33.

そして内管ロツド3の下部先端部には内管ロツ
ド受け12を形成する。
An inner tube rod receiver 12 is formed at the lower tip of the inner tube rod 3.

〈ロ〉 外管ロツド 外管ロツド4は内部に内管ロツド3を収納し、
下部に拡孔部本体1を固定し、駆動部Dから拡孔
部本体1および内管ロツド3に回転を伝達するロ
ツドである。
<B> Outer tube rod The outer tube rod 4 houses the inner tube rod 3 inside,
This is a rod that fixes the hole enlarger main body 1 at its lower part and transmits rotation from the drive section D to the hole enlarger main body 1 and the inner tube rod 3.

そして上部には、その周囲にジヤツキ2を設置
する外カバー41を有する。
The upper part has an outer cover 41 around which the jack 2 is installed.

〈ハ〉 ジヤツキ ジヤツキ2は外管ロツド4の外カバー41周辺
に位置して、内管ロツド3上部の頭部筒31の外
向きフランジ33と接続し、軽量である内管ロツ
ド3側を上下動させる。
<C> Jacket The jack 2 is located around the outer cover 41 of the outer tube rod 4, connects to the outward flange 33 of the head cylinder 31 on the upper part of the inner tube rod 3, and connects the lightweight inner tube rod 3 side up and down. make it move.

〈ニ〉 拡孔部本体 拡孔部本体1は外管ロツド4の下部に位置する
円柱体である。
<D> Main body of the enlarged hole The main body 1 of the enlarged hole is a cylindrical body located at the lower part of the outer tube rod 4.

拡孔部本体1内には泥水注入管19が通つてお
り先行掘削時に放水する泥水排出管23に接続す
る。
A muddy water injection pipe 19 passes through the hole enlarged part body 1 and is connected to a muddy water discharge pipe 23 which is used to discharge water during preliminary excavation.

更に拡孔部本体1の内部に中空室15、注入液
管16、ギヤ通路17、格納部18の空洞部分を
設ける。
Further, a hollow chamber 15, an injection liquid pipe 16, a gear passage 17, and a storage section 18 are provided inside the enlarged hole main body 1.

そして上記の各空洞部内に、内管ロツド受け1
2、ラツクギヤ11、拡孔ウイング5等を各々内
設する。
Then, in each of the above cavities, an inner tube rod receiver 1 is placed.
2. A rack gear 11, a hole expansion wing 5, etc. are each installed inside.

すなわち、拡孔部本体1の円筒状の部分には、
外管ロツド4と接続する本体上部に、中空室15
を設ける。
That is, in the cylindrical part of the hole enlarged part main body 1,
A hollow chamber 15 is provided at the top of the main body connected to the outer tube rod 4.
will be established.

その中空室15の底面から二本の小口径の筒部
を形成し、一本は注入液管16、他の一本はラツ
クギヤ11を通すギヤ通路17とする。
Two small-diameter cylindrical portions are formed from the bottom surface of the hollow chamber 15, one of which is used as an injection liquid pipe 16 and the other as a gear passage 17 through which the rack gear 11 is passed.

そして前記の中空室15内には、内管ロツド3
の先端の内管ロツド受け12を位置せしめる。
In the hollow chamber 15, there is an inner pipe rod 3.
Position the inner tube rod receiver 12 at the tip of the tube.

内管ロツド受け12は、内管ロツド3の上下動
にしたがつて中空室15内を上下に滑動する部材
である。
The inner tube rod receiver 12 is a member that slides up and down within the hollow chamber 15 as the inner tube rod 3 moves up and down.

また内管ロツド受け12にはラツクギヤ11の
一端を固定する。
Further, one end of the rack gear 11 is fixed to the inner tube rod receiver 12.

この時内管ロツド受け12とラツクギヤ11と
の間を斜材等で補強する場合もある。
At this time, the space between the inner tube rod receiver 12 and the rack gear 11 may be reinforced with a diagonal member or the like.

このラツクギヤ11はギヤ通路17を通りピニ
オンギヤ51と噛合う棒状ギヤである。
This rack gear 11 is a rod-shaped gear that passes through a gear passage 17 and meshes with a pinion gear 51.

更に頭部筒31の注入液入口32からの注入液
を拡孔部本体1内の注入液管16に貫通させ、注
入液管16は拡孔ウイング5内の注入液通路21
に接続する。
Furthermore, the injection liquid from the injection liquid inlet 32 of the head cylinder 31 is passed through the injection liquid pipe 16 in the hole enlarged part main body 1, and the injection liquid pipe 16 is connected to the injection liquid passage 21 in the hole enlarged wing 5.
Connect to.

更に拡孔部本体1の最下部には第3〜4図に示
すように内、外管の中心軸線と平行にスリツトを
開設し、これを拡孔ウイングの格納部18とす
る。
Furthermore, as shown in FIGS. 3 and 4, slits are provided at the lowest part of the hole-expanding section main body 1 in parallel to the central axes of the inner and outer tubes, and these slits are used as storage sections 18 for the hole-expanding wings.

また、その他の構造として、次のような場合が
考えられる。
Further, as other structures, the following cases can be considered.

内管ロツド受け12の下端にラツクギヤ6を一
体に取り付ける。
A rack gear 6 is integrally attached to the lower end of the inner tube rod receiver 12.

また、このラツクギヤ6と噛み合い、水平軸を
中心として回転するピニオンギヤ7を設置する。
Further, a pinion gear 7 is installed which meshes with the rack gear 6 and rotates around a horizontal axis.

さらに、このピニオンギヤ7の水平軸に、ベベ
ルギヤ71を設ける。
Further, a bevel gear 71 is provided on the horizontal axis of the pinion gear 7.

そして、上端部に、このベベルギヤ71と噛み
合う別途のベベルギヤ81を有し、かつ下端部
に、後述のウオームホイール9と噛み合うウオー
ムギヤ82を有する棒状ギヤ8を、拡孔部本体1
の軸線から偏心させてギヤ通路17内に配置す
る。
Then, a rod-shaped gear 8 having a separate bevel gear 81 that meshes with this bevel gear 71 at the upper end and a worm gear 82 that meshes with a worm wheel 9, which will be described later, at the lower end, is attached to the enlarged hole main body 1.
It is arranged in the gear passage 17 eccentrically from the axis of the gear.

一方、拡孔ウイング5の軸ピンには、一体にウ
オームホイール9を取り付ける。
On the other hand, a worm wheel 9 is integrally attached to the shaft pin of the hole expanding wing 5.

そして、ジヤツキ2を伸縮させて頭部筒31と
内管ロツド3及びラツクギヤ6を一体に上下動さ
せ、ピニオンギヤ7及びベベルギヤ71と棒状ギ
ヤ8を介して、ウオームホイール9を回転させ
る。
Then, the jack 2 is expanded and contracted to move the head cylinder 31, inner tube rod 3, and rack gear 6 up and down together, and the worm wheel 9 is rotated via the pinion gear 7, bevel gear 71, and rod gear 8.

これによつて、拡孔ウイング5の開閉を行うこ
とができる。
Thereby, the hole expanding wing 5 can be opened and closed.

上記のように、本考案の拡孔ウイング5の開閉
機構は、各一つずつのラツクギヤ6、ピニオンギ
ヤ7及びベベルギヤ71、棒状ギヤ8、ウオーム
ホイール9のみから構成されている。
As described above, the opening/closing mechanism of the hole-expanding wing 5 of the present invention is composed of only one rack gear 6, one pinion gear 7, one bevel gear 71, one rod gear 8, and one worm wheel 9.

詳細には、本考案は拡孔ウイング5を突出、収
納させるだけであるから、拡孔ウイング5の中心
をピン軸止し、上記ギヤ部材で開閉させるだけの
簡単な構造で済む。
In detail, since the present invention only requires the hole-expanding wing 5 to be protruded and retracted, a simple structure is sufficient in which the center of the hole-expanding wing 5 is fixed with a pin and is opened and closed using the gear member.

ラツクギヤ6及び棒状ギヤ8は、内管ロツド受
け12の下端に、さらに下方に向けて一体に取り
付けた細長い形状のギヤである。
The rack gear 6 and the rod gear 8 are elongated gears that are integrally attached to the lower end of the inner tube rod receiver 12 and directed further downward.

またピニオンギヤ7及びベベルギヤ71とウオ
ームホイール9は、小型の円形ギヤである。
Further, the pinion gear 7, the bevel gear 71, and the worm wheel 9 are small circular gears.

従つて、これらのギヤ部材は非常に小型であ
り、かつ一つずつしか用いないため、拡孔部本体
1を大径化にする要素は全くない。
Therefore, since these gear members are very small and only one is used at a time, there is no element for increasing the diameter of the enlarged hole main body 1.

そのため、拡孔部本体1の径を最少限に止める
ことができる。
Therefore, the diameter of the enlarged hole main body 1 can be kept to a minimum.

従つて、地盤の非改良部の削孔径を小さくする
ことができ、良好地盤をできるだけ乱さないで施
工することが可能となる。
Therefore, the hole diameter in the unimproved part of the ground can be reduced, and construction can be carried out without disturbing the good ground as much as possible.

〈ハ〉 拡孔ウイング 拡孔ウイング5は、各辺に切削刃を有する板状
の部材で、その中央にピニオンギヤ51を取付
け、格納部18内に着装する。
<C> Hole Expansion Wing The hole expansion wing 5 is a plate-shaped member having cutting blades on each side, and a pinion gear 51 is attached to the center thereof, and the hole expansion wing 5 is installed in the storage section 18 .

従つて拡孔ウイング5の半分が格納部18内に
おさまつている時、他の約半分は拡孔部本体1の
軸方向にそつて拡孔部本体1の先端から先に露出
している。
Therefore, when half of the hole-expanding wing 5 is contained in the storage section 18, the other half is exposed from the tip of the hole-expanding section main body 1 along the axial direction of the hole-expanding section main body 1. .

さらに拡孔ウイング5は全体が一板の板である
から、中央をピン軸止しておくだけでパンタグラ
フ式の複雑なリンク機構は不要である。
Furthermore, since the hole-expanding wing 5 is entirely made of a single plate, a complicated pantograph-type link mechanism is not required, just by fixing the center with a pin.

又、拡孔ウイング5の内部に設置した注入液通
路21は拡孔ウイング5の先端及び中間位置に開
口する薬液噴射孔22に接続する。
Further, the injection liquid passage 21 installed inside the hole-expanding wing 5 is connected to a chemical liquid injection hole 22 that opens at the tip and intermediate position of the hole-expanding wing 5.

この拡孔ウイング5を円筒状に形成することも
可能である。
It is also possible to form the hole enlarging wing 5 in a cylindrical shape.

要は格納部18内でその中央をピン軸止するよ
う構成し、パンタグラフ式のリンク機構を使用し
ない構造であればよい。
In short, any structure may be used as long as it is configured such that the center thereof is fixed with a pin within the housing portion 18 and does not use a pantograph type link mechanism.

次に本考案の拡孔装置の使用方法について第6
〜9図により説明する。
Next, the sixth section explains how to use the hole-expanding device of the present invention.
This will be explained with reference to Figures 9 to 9.

〈イ〉 良好地盤の削孔 拡孔部本体1の格納部18に拡孔ウイング5を
半分格納したまま駆動部からの回転を外管ロツド
4を介して拡孔部本体1に伝える。
<A> Drilling in good ground Rotation from the drive section is transmitted to the hole expanding section main body 1 via the outer pipe rod 4 while the hole expanding wing 5 is half stored in the storage section 18 of the hole expanding section main body 1.

このとき拡孔ウイング5は拡孔部本体1にそつ
て垂直方向にのびており、半分は格納部18内
に、他の半分は外部に露出している。(第6図) そして外部に露出している拡孔ウイング5で良
好地盤中を不良地盤に達するまで削孔する。
At this time, the hole-expanding wing 5 extends vertically along the hole-expanding section main body 1, with half of it inside the storage section 18 and the other half exposed to the outside. (Fig. 6) Then, a hole is drilled in the good ground until it reaches the bad ground using the hole-expanding wing 5 exposed to the outside.

〈ロ〉 拡孔開始(第7図) 不良地盤に到達したら、ジヤツキ2により頭部
筒31に接続する内管ロツド3を上に移動する。
<B> Start of hole expansion (Fig. 7) When the poor ground is reached, the inner pipe rod 3 connected to the head cylinder 31 is moved upward by the jack 2.

内管ロツド3が上に移動すると、それに接続し
ている内管ロツド受け12、ラツクギヤ11が上
に移動し、ラツクギヤ11と噛合つた拡孔ウイン
グ5のピニオンギヤ51が回転する。
When the inner tube rod 3 moves upward, the inner tube rod receiver 12 and the rack gear 11 connected thereto move upward, and the pinion gear 51 of the enlarged hole wing 5 that meshes with the rack gear 11 rotates.

あるいはウオームギヤを使用した場合はウオー
ムギヤとウオームホイールが回転する。
Alternatively, if a worm gear is used, the worm gear and worm wheel rotate.

その結果拡孔ウイング5が回転し、拡孔部本体
1の軸に直交する位置になるまで外部に露出しは
じめる。
As a result, the hole-expanding wing 5 rotates and begins to be exposed to the outside until it reaches a position perpendicular to the axis of the hole-expanding section main body 1.

拡孔と同時に、頭部筒31の注入液入口32か
ら注入した薬液等が注入液管16、及び拡孔ウイ
ング5内の注入液通路21を通り、薬液噴射孔2
2から不良地盤内に噴出し撹拌される。
At the same time as the hole is enlarged, the chemical liquid etc. injected from the injection liquid inlet 32 of the head cylinder 31 passes through the injection liquid pipe 16 and the injection liquid passage 21 in the hole expansion wing 5, and enters the chemical liquid injection hole 2.
2 and is ejected into the poor ground and stirred.

〈ハ〉 拡孔ウイングの格納 不良地盤の改良部Bの拡孔掘削の終了後、ジヤ
ツキ2によつて、内管ロツド3を降ろし水平方向
に展開している拡孔ウイング5を回転させ、拡孔
部本体1の格納部18内に拡孔ウイング5の半分
を収める。(第9図) 〈ニ〉 重層地盤の削孔 以上の操作を繰返し、非改良部Aと改良部Bの
径を調整しつつ掘削する。(第1図) 〈ホ〉 その他の実施例 ピニオンギヤ51はラツクギヤ11の往復動で
正転、逆転する構成であつて引上げの土砂の抵抗
で掘削、撹拌翼を閉じるような構成ではない。
<C> Storing the hole expansion wing After completing the hole expansion excavation in the improved part B of the poor ground, lower the inner pipe rod 3 using the jack 2 and rotate the hole expansion wing 5 that is deployed horizontally to expand the hole. Half of the hole enlarging wing 5 is housed within the housing portion 18 of the hole body 1. (Figure 9) <D> Drilling holes in multi-layered ground Repeat the above operations and drill while adjusting the diameters of the unimproved part A and the improved part B. (FIG. 1) <E> Other Examples The pinion gear 51 is configured to rotate forward and backward by the reciprocating motion of the rack gear 11, and is not configured to close the excavation and stirring blades due to the resistance of the earth and sand being pulled up.

したがつて堀下げながら改良部を拡孔するばか
りでなく、拡孔部本体1を引上げながら拡孔する
ことも可能である。
Therefore, it is not only possible to expand the hole in the improved portion while digging down, but also to expand the hole while pulling up the hole expanding portion main body 1.

更にウオームギヤを使用した時にはメカニカル
ロツク作用が働いて、ウオームホイール側からの
力は完全に阻止されるので、引きあげながら拡孔
する場合の信頼性が高い。
Furthermore, when a worm gear is used, a mechanical locking effect is activated and force from the worm wheel side is completely blocked, resulting in high reliability when expanding the hole while pulling it up.

本考案は以上説明したようになるので次の様な
効果を期待することができる。
Since the present invention is as explained above, the following effects can be expected.

〈イ〉 拡孔ウイングが一枚の板状(円筒状でも
よい)の部材であり、良好地盤を掘削中は拡孔
ウイングは拡孔部本体にそつて位置している。
したがつて改良部の径を決定する拡孔ウイング
の長さがある程度長くなつても拡孔装置自体が
大型化することがない。
<A> The hole-expanding wing is a single plate-shaped (or cylindrical) member, and the hole-expanding wing is positioned along the main body of the hole-expanding section while excavating good ground.
Therefore, even if the length of the hole-expanding wing that determines the diameter of the improved portion increases to a certain extent, the hole-expanding device itself does not become larger.

そのため改良部を大きく削孔できる拡孔装置
でも非改良部は拡孔部本体の径より多少大きい
径の削孔でよい。
Therefore, even with a hole-expanding device that can drill a large hole in the improved portion, the unimproved portion may be drilled with a diameter somewhat larger than the diameter of the hole-expanding portion main body.

つまり良好地盤を乱すことが少なくてすむ。 In other words, there is less need to disturb the good ground.

〈ロ〉 拡孔ウイングの展開、収納の状況が外部
で確認できるため確実な拡大撹拌ができる。
〈B〉 Since the expansion and storage status of the hole expansion wing can be checked from the outside, reliable expansion and stirring can be performed.

つまり拡孔ウイングが展開、収納する時は内
管ロツド全体が拡孔部本体に対して相対的に上
下動するからである。
That is, when the hole-expanding wings are expanded and retracted, the entire inner tube rod moves up and down relative to the hole-expanding section body.

〈ハ〉 非改良部の掘削の際は垂直に位置せしめ
た拡孔ウイングで掘削し、改良部に至つて拡孔
ウイングを水平に展開し掘削撹拌する。
<C> When excavating the unimproved area, use the hole-expanding wing positioned vertically to excavate, and when reaching the improved area, expand the hole-expanding wing horizontally to stir the excavation.

このように拡孔ウイングが先行ボーリング用
のビツトと拡孔用のビツトを兼ねているので、
それぞれ独自のビツトを用意する必要がなく装
置全体の構造が簡単である。
In this way, the hole-expanding wing serves both as a bit for advance boring and as a bit for hole-expanding.
There is no need to prepare unique bits for each, and the overall structure of the device is simple.

〈ニ〉 先行ボーリング用のビツトが存在しない
からその部分だけ、拡孔ウイングの下縁よりも
更に余掘りするといつた無駄な作業が不要であ
る。
<D> Since there is no pre-boring bit, there is no need for unnecessary work such as digging further than the lower edge of the hole-expanding wing in that area.

特に余掘り部分の土砂の強度が大きい時には
そうした余掘り作業の有無が大きく作業効率に
影響する。
Particularly when the strength of the earth and sand in the over-excavation area is high, the presence or absence of such over-excavation greatly affects work efficiency.

〈ホ〉 従来の装置には、拡孔部本体内に、拡孔
ウイングを本体から出没させるためのシリンダ
ー及び、拡孔ウイングを自転させるためのモー
ターが内蔵されたものがある。
<E> Some conventional devices include a cylinder for making the hole-expanding wing move in and out of the main body, and a motor for rotating the hole-expanding wing.

しかし、このように拡孔部本体内に、シリン
ダーやモーターを内蔵しているため、本体の径
がかなり大きなものとなつてしまう。
However, since the cylinder and motor are built into the hole-expanding part main body in this way, the diameter of the main body becomes quite large.

従つて、地盤の非改良部の削孔径が大きくな
り、削孔しなくてもよい良好地盤を余計に削孔
してしまい、良好地盤を乱すことになつてしま
う。
Therefore, the diameter of the hole to be drilled in the unimproved part of the ground becomes large, and the good ground that does not need to be drilled is unnecessarily drilled, which disturbs the good ground.

それに対して本考案の装置は、拡孔ウイング
を自転させるのではなく、突出、収納させるだ
けであるから、拡孔ウイングの中心をピン軸止
し、ギヤ部材で開閉させるだけの簡単な構造で
済む。
In contrast, the device of the present invention does not rotate the hole-expanding wing, but only protrudes and retracts it, so it has a simple structure in which the center of the hole-expanding wing is fixed with a pin and is opened and closed using a gear member. It's over.

即ち、拡孔部本体内には、その径を大きくし
てしまうような構成要素は全く存在しない。
That is, there are no components within the hole enlarged portion main body that would increase the diameter thereof.

そのため、拡孔部本体の径を最少限に止める
ことができる。
Therefore, the diameter of the enlarged hole main body can be kept to a minimum.

従つて、地盤の非改良部の削孔径を小さくす
ることができ、良好地盤をできるだけ乱さない
で施工することが可能となる。
Therefore, the diameter of the drilled hole in the unimproved part of the ground can be reduced, and construction can be carried out without disturbing the good ground as much as possible.

〈ヘ〉 拡孔ウイングの開閉機構にウオームギヤ
を使用することによつて、メカニカルロツク作
用が働く。
<F> By using a worm gear in the opening/closing mechanism of the hole-expanding wing, a mechanical locking effect is activated.

そのため、ウオームホイール側からの力は完
全に阻止されるので、引き上げながら拡孔する
場合の信頼性が向上すると共に、収納した拡孔
ウイングで先行ボーリングの削孔も行うことが
できる。
Therefore, since the force from the worm wheel side is completely blocked, reliability is improved when drilling a hole while pulling it up, and it is also possible to perform preliminary boring with the retracted hole drilling wing.

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

第1図:拡孔装置による削孔の断面図、第2〜
4図:本考案の拡孔装置の縦断面図、第5図:本
考案の拡孔装置の横断面図、第6〜9図:使用方
法の説明図、第10,11図:ウオームギヤを使
用した場合の一実施例の説明図。 1:拡孔部本体、2:ジヤツキ、3:内管ロツ
ド、4:外管ロツド、5:拡孔ウイング、11:
ラツクギヤ、31:頭部筒、51:ピニオンギ
ヤ、A:非改良部、B:改良部、a:良好地盤、
b:不良地盤。
Figure 1: Cross-sectional view of drilling by hole drilling device, 2nd~
Figure 4: Longitudinal cross-sectional view of the hole-expanding device of the present invention, Figure 5: Cross-sectional view of the hole-expanding device of the present invention, Figures 6 to 9: Explanatory diagram of how to use it, Figures 10 and 11: Using a worm gear. An explanatory diagram of an example in the case of 1: Expanding hole main body, 2: Jack, 3: Inner tube rod, 4: Outer tube rod, 5: Expanding wing, 11:
Rack gear, 31: Head cylinder, 51: Pinion gear, A: Unimproved part, B: Improved part, a: Good ground,
b: Bad ground.

Claims (1)

【実用新案登録請求の範囲】 回転可能に構成した外管と、 外管内に収納した内管と、 内管の上端部に、内管の軸線方向に伸縮可能な
ジヤツキを取り付けて上下動可能に構成した頭部
筒と、 外管の下端に設けた筒状の拡孔部本体と、 この拡孔部本体に、本体軸線と直交する軸ピン
によつて、中心を旋転自在に軸止した一枚の板状
体であつて、先行ボーリング用ビツトを兼ねた拡
孔ウイングと、 この拡孔ウイングの軸ピンに一体に取り付けた
1つのウオームホイールと、 拡孔部本体上部内に位置する内管の下端に取り
付けたラツクギヤと、 このラツクギヤと噛み合い、水平軸を中心とし
て回転するピニオンギヤと、 このピニオンギヤの水平軸に設けたベベルギヤ
と、 上端部に、このベベルギヤと噛み合う別途のベ
ベルギヤを有し、かつ下端部に、前記ウオームホ
イールと噛み合うウオームギヤを有し、拡孔部本
体軸線から偏心させて配置した棒状ギヤと、 前記頭部筒内と内管内及び拡孔部本体内を連通
し、拡孔ウイングの外周面に開口した流体注入路
と、 内管と外管の間隙部及び拡孔部本体内を連通
し、拡孔部本体に開口した流体注入路と、 拡孔部本体に開設した拡孔ウイングの格納部と
よりなり、 前記ジヤツキを伸縮させて頭部筒と内管及びラ
ツクギヤを一体に上下動させ、ピニオンギヤ及び
ベベルギヤと棒状ギヤを介して、ウオームホイー
ルを回転させることによつて、 拡孔ウイングを拡孔部本体軸線とほぼ直角に突
出させ、 かつ拡孔部本体の格納部内に、拡孔ウイングの
約半分が本体の先端から露出した状態で収納可能
に構成したことを特徴とする、 地盤改良等に使用する拡孔装置。
[Scope of claim for utility model registration] An outer tube configured to be rotatable, an inner tube housed within the outer tube, and a jack that can be expanded and contracted in the axial direction of the inner tube attached to the upper end of the inner tube to enable vertical movement. The head tube is composed of a head tube, a cylindrical enlarged hole body provided at the lower end of the outer tube, and a shaft whose center is rotatably fixed to the enlarged hole body by a shaft pin perpendicular to the axis of the body. A hole-expanding wing which is a plate-shaped body and also serves as a bit for preliminary boring, one worm wheel integrally attached to the shaft pin of this hole-expanding wing, and an inner tube located in the upper part of the main body of the hole-expanding section. A rack gear attached to the lower end, a pinion gear that meshes with the rack gear and rotates around a horizontal axis, a bevel gear provided on the horizontal axis of the pinion gear, and a separate bevel gear that meshes with the bevel gear on the upper end, and A rod-shaped gear having a worm gear meshing with the worm wheel at the lower end and arranged eccentrically from the axis of the hole-expanding part body, and a hole-expanding wing communicating with the inside of the head cylinder, the inner pipe, and the hole-expanding part main body. a fluid injection path that opens on the outer circumferential surface of the hole, a fluid injection path that communicates with the gap between the inner tube and the outer tube and the inside of the enlarged part body, and opens in the enlarged part body; It serves as a storage part for the wing, and expands and contracts by expanding and contracting the jack to move the head tube, inner tube, and rack gear up and down together, and by rotating the worm wheel via the pinion gear, bevel gear, and rod gear. The hole-expanding wing protrudes almost perpendicularly to the axis of the hole-expanding section main body, and is configured so that it can be stored in the storage section of the hole-expanding section main body with about half of the hole-expanding wing exposed from the tip of the main body. , A hole-drilling device used for ground improvement, etc.
JP19108383U 1983-12-13 1983-12-13 Hole drilling equipment used for ground improvement, etc. Granted JPS60100438U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19108383U JPS60100438U (en) 1983-12-13 1983-12-13 Hole drilling equipment used for ground improvement, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19108383U JPS60100438U (en) 1983-12-13 1983-12-13 Hole drilling equipment used for ground improvement, etc.

Publications (2)

Publication Number Publication Date
JPS60100438U JPS60100438U (en) 1985-07-09
JPH018589Y2 true JPH018589Y2 (en) 1989-03-08

Family

ID=30411571

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19108383U Granted JPS60100438U (en) 1983-12-13 1983-12-13 Hole drilling equipment used for ground improvement, etc.

Country Status (1)

Country Link
JP (1) JPS60100438U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008045351A (en) * 2006-08-18 2008-02-28 Daiwa Kiko Kk Rack-and-pinion type hydraulic expanding head

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6229611A (en) * 1985-07-29 1987-02-07 Taisei Corp Ground amendment construction with widening device
JPS62215712A (en) * 1986-03-18 1987-09-22 Mitsui Constr Co Ltd Forming work of improved ground by multi-stage jet excavation
JPH0678613B2 (en) * 1987-11-18 1994-10-05 千代田ソイルテック株式会社 Columnar ground improvement method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5124015A (en) * 1974-08-21 1976-02-26 Osaka Bosui Kensetsusha Kk JIBAN KAIRYOKOHO

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5124015A (en) * 1974-08-21 1976-02-26 Osaka Bosui Kensetsusha Kk JIBAN KAIRYOKOHO

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008045351A (en) * 2006-08-18 2008-02-28 Daiwa Kiko Kk Rack-and-pinion type hydraulic expanding head

Also Published As

Publication number Publication date
JPS60100438U (en) 1985-07-09

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