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JPH0530926B2 - - Google Patents
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JPH0530926B2 - - Google Patents

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Publication number
JPH0530926B2
JPH0530926B2 JP24416387A JP24416387A JPH0530926B2 JP H0530926 B2 JPH0530926 B2 JP H0530926B2 JP 24416387 A JP24416387 A JP 24416387A JP 24416387 A JP24416387 A JP 24416387A JP H0530926 B2 JPH0530926 B2 JP H0530926B2
Authority
JP
Japan
Prior art keywords
rod
vibrator
ground
anvil
mounting block
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 - Lifetime
Application number
JP24416387A
Other languages
Japanese (ja)
Other versions
JPS6490310A (en
Inventor
Kaoru Kimura
Kicha Hanyuda
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP24416387A priority Critical patent/JPS6490310A/en
Publication of JPS6490310A publication Critical patent/JPS6490310A/en
Publication of JPH0530926B2 publication Critical patent/JPH0530926B2/ja
Granted legal-status Critical Current

Links

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 ≪産業上の利用分野≫ この発明は、ロツドコンパクシヨンパイル工法
などに用いる地盤改良用振動装置の改良に関す
る。
DETAILED DESCRIPTION OF THE INVENTION <<Industrial Application Field>> The present invention relates to an improvement of a vibration device for ground improvement used in a rod compaction pile method or the like.

≪従来の技術≫ ロツドコンパクシヨンパイル工法などに用いる
地盤改良用振動装置は、基本的に上端部に機械式
のバイブレータを配置し、下端部に穿孔用ビツト
を設けたロツドと、地上部に設置されて該ロツド
を地中の打込み方向にガイドするリーダとからな
つている。
<<Conventional technology>> A vibration device for ground improvement used in the rod compaction pile construction method basically consists of a rod with a mechanical vibrator placed at the top end and a drilling bit installed at the bottom end, and a rod installed above ground. and a leader that guides the rod in the direction of driving into the ground.

前記バイブレータは、たとえば特公昭61−
22693号公報に示すように、偏心回転体の回転位
相を制御することによつて、振幅およびその方向
を変え、ロツド全体を回転体の回転周期に応じた
周期で振動させ、その先端に設けたビツトを地中
に貫入させる構造である。
The vibrator is manufactured by, for example, the Japanese Patent Publication No. 61-
As shown in Publication No. 22693, by controlling the rotational phase of the eccentric rotating body, the amplitude and its direction are changed, and the entire rod is vibrated at a period corresponding to the rotational period of the rotating body. This structure allows the bits to penetrate underground.

≪考案が解決しようとする問題点≫ しかしながら、特にこの振動装置を礫地盤の改
良工法に適合させようとした場合には、地盤内へ
の貫入速度が著しく劣る欠点があつた。
<<Problems to be solved by the invention>> However, especially when this vibrating device was adapted to a gravel ground improvement method, it had the disadvantage that the speed of penetration into the ground was significantly lower.

この原因は、前記振動が低周波であつて、比較
的振幅が大きく、このような振動により先端のビ
ツトが地盤内に存在する礫に衝突すると、リバウ
ンド(反動)が発生し易く、貫入方向の保進性に
乏しくなるからである。また、リバウンドが頻繁
に発生すると、大きな騒音を持続的に発生するほ
か、装置に対して衝撃を与え続けることになるの
で、故障の発生確率も高くなり、稼動率低下要因
ともなつていた。
The reason for this is that the vibration is of low frequency and has a relatively large amplitude, and when the tip of the bit collides with gravel in the ground due to such vibration, rebound is likely to occur, and the vibration in the direction of penetration is likely to occur. This is because stability becomes poor. In addition, when rebound occurs frequently, it not only continuously generates loud noise but also continues to apply shock to the equipment, increasing the probability of failure and reducing the operating rate.

本発明は以上の問題点に鑑みてなされたもの
で、その目的は、リバウンドの発生を押さえ、施
工速度および能率の向上と、騒音の低減と装置の
稼動率の向上を図るようにした地盤改良用振動装
置を抵供するものである。
The present invention was made in view of the above problems, and its purpose is to improve the ground by suppressing the occurrence of rebound, improving construction speed and efficiency, reducing noise, and improving the operating rate of equipment. It provides a vibration device for use.

≪問題点を解決するための手段≫ 前記目的を達成するため、この発明は、上端部
に機械式のバイブレータを配置し、下端部に穿孔
用ビツトを設けたロツドと、地上部に設置されて
該ロツドを地中の打込み方向にガイドするリーダ
とからなる地盤改良用振動装置において: 前記穿孔用ビツトは、ロツドの下端部に固定状
態に結合した取付用ブロツクと、該取付用ブロツ
クの下面に上下に微小変位可能に連結したアンビ
ルと、該アンビルと前記取付用ブロツク間に介在
された振動子とを備え、前記振動子を起振させる
ことでアンビル単体を前記振動子の振動周期およ
び振幅に応じて超音波振動させるようにしたこと
を要旨とするものである。
<<Means for Solving the Problems>> In order to achieve the above object, the present invention provides a rod having a mechanical vibrator disposed at the upper end and a drilling bit provided at the lower end, and a rod installed above the ground. A vibrating device for ground improvement comprising a leader that guides the rod in the driving direction into the ground: The drilling bit includes a mounting block fixedly connected to the lower end of the rod, and a mounting block fixedly connected to the lower end of the rod; It is equipped with an anvil connected vertically so as to be able to be slightly displaced, and a vibrator interposed between the anvil and the mounting block, and by causing the vibrator to vibrate, the anvil itself can be adjusted to the vibration period and amplitude of the vibrator. The gist is that the ultrasonic vibrations are applied accordingly.

≪作用≫ 機械式のバイブレータによつて杭全体がある大
きさの振幅、周期で低周波振動し、従来と同様に
その先端のビツトによつて穿孔しつつロツドを地
盤内部に貫入させる。また振動子を起振すると、
アンビルは自体が超音波振動してロツドより先行
して穿孔作用を行う。この振幅は小さいので間断
なく地盤に衝撃を与えつつ穿孔するので、アンビ
ルの先端が固い礫に衝突したとしてもリバウンド
の発生が少なく、ロツド全体が貫入し易くなる。
<<Operation>> The entire pile vibrates at a low frequency with a certain amplitude and period using a mechanical vibrator, and the rod penetrates into the ground while drilling with the bit at the tip, as in the conventional method. Also, when the vibrator is excited,
The anvil itself vibrates ultrasonically and performs the drilling action in advance of the rod. Since this amplitude is small, the hole is drilled while continuously impacting the ground, so even if the tip of the anvil collides with hard gravel, there is little rebound, making it easier for the entire rod to penetrate.

しがたつて、振動子を起振させて前記機械式バ
イブレータと同調させて貫入作業を行うことで、
礫に衝突した際の衝撃が緩和され、リバウンドの
発生を押さえ、速く施工することができる。
Therefore, by exciting the vibrator and synchronizing it with the mechanical vibrator to perform the penetration work,
It reduces the impact of collision with gravel, suppresses rebound, and allows for faster construction.

≪実施例≫ 以下、この発明の一実施例を図面を用いて詳細
に説明する。
<<Example>> Hereinafter, an example of the present invention will be described in detail with reference to the drawings.

第1図、第2図において、1は地上部に立設さ
れたリーダ、2はこのリーダ1の一側部に昇降可
能にガイドされてロツド3を地盤E内に貫入する
装置本体である。
In FIGS. 1 and 2, reference numeral 1 indicates a leader installed above the ground, and reference numeral 2 indicates a main body of the device which is guided by one side of the leader 1 so as to be movable up and down, and which penetrates the rod 3 into the ground E.

この装置本体2は、前記リーダ1の上下に設け
られたブラケツト2aに昇降可能にガイドされる
ロツド3と、ロツド3の上部に設けられた機械式
のバイブレータ4と、ロツド3の下部に一体化さ
れた穿孔用ビツト5と、前記バイブレータ4の上
部に振動緩衝用ダンパ6を介して装置本体2を吊
下する吊下用ワイヤ7とからなつている。
This device main body 2 includes a rod 3 that is guided so as to be raised and lowered by brackets 2a provided above and below the leader 1, a mechanical vibrator 4 provided on the upper part of the rod 3, and a vibrator 4 integrated in the lower part of the rod 3. It consists of a drilling bit 5 and a suspension wire 7 for suspending the device main body 2 above the vibrator 4 via a vibration damping damper 6.

前記穿孔用ビツト5は前記ロツド3の先端部
に、固定用のボルト、ナツト8を介してフランジ
結合された内部中空の取付用ブロツク9と、取付
用ブロツク9の下端部に設けられたアンビル10
およびアンビル10と取付用ブロツク9の間に介
在された振動子を構成する複数の電圧素子11と
から概略構成されてる。
The drilling bit 5 has an internally hollow mounting block 9 which is flange-bonded to the tip of the rod 3 via fixing bolts and nuts 8, and an anvil 10 provided at the lower end of the mounting block 9.
and a plurality of voltage elements 11 constituting a vibrator interposed between the anvil 10 and the mounting block 9.

前記取付用ブロツク9は外周部に三角形状の複
数の翼12を設けており、各翼12の間に内外を
連通するノズル孔13が下方に向けて穿設してあ
り、各ノズル孔13の内部側を前記ロツド3内に
配管された圧搾空気のホース14に接続してい
る。
The mounting block 9 has a plurality of triangular wings 12 on its outer periphery, and between each wing 12 a nozzle hole 13 that communicates the inside and outside is bored downward. The inner side is connected to a compressed air hose 14 piped inside the rod 3.

そして、前記ホース14を介して供給された圧
搾空気は前記各ノズル孔13より穿孔用ビツト5
の周縁部に噴出し、掘削地盤中に含まれる水、泥
などを吹飛ばし、穿孔用ビツト5内への水分の進
入を防止するようになつている。
The compressed air supplied through the hose 14 is then passed through each nozzle hole 13 to the drilling bit 5.
It is designed to blow off water, mud, etc. contained in the excavated ground and prevent moisture from entering into the drilling bit 5.

また、取付用ブロツク9の下面には凹部9aが
形成されており、この凹部9aの底部に前記各圧
電素子11の上面を固定している。
Further, a recess 9a is formed on the lower surface of the mounting block 9, and the upper surface of each piezoelectric element 11 is fixed to the bottom of this recess 9a.

前記アンビル10は前記各翼12から連続する
三角錐状のブロツクであつて、その上部を前記凹
部9aに凹凸状に嵌合するとともに、前記取付用
ブロツク9の下面中心を貫通して装着されたボル
ト15の下端部に結合している。なおこの結合状
態は緩やかであつて、アンビル10は上下に微小
変位可能であり、さらにはその上面を前記圧電素
子11の下面に接合している。
The anvil 10 is a triangular pyramid-shaped block continuous from each wing 12, and its upper part fits into the recess 9a in a concave-convex manner, and is attached by penetrating the center of the lower surface of the mounting block 9. It is connected to the lower end of the bolt 15. Note that this bonding state is loose, and the anvil 10 can be slightly displaced vertically, and furthermore, its upper surface is joined to the lower surface of the piezoelectric element 11.

また、前記取付用ブロツク9とアンビル10と
の接合部にはシール材16およびOリング17が
介在され、接合部のシール性を確保しているほ
か、両者の接合部には縦方向に回り止め用のロツ
ド18が介在され、アンビル10の振動時におけ
る回り止めを行つている。
In addition, a sealing material 16 and an O-ring 17 are interposed at the joint between the mounting block 9 and the anvil 10 to ensure the sealing performance of the joint, and the joint between the two is provided with a vertical rotation stopper. A rod 18 is interposed to prevent the anvil 10 from rotating during vibration.

前記各圧電素子11は前記ロツド3の内部に配
線された多芯ケーブル19に接続されており、こ
のケーブル19を介して各圧電素子11に所定の
周波数の交流電圧を印加することによつて周波数
に応じた超音波振動を生ずる。
Each piezoelectric element 11 is connected to a multicore cable 19 wired inside the rod 3, and by applying an alternating current voltage of a predetermined frequency to each piezoelectric element 11 via this cable 19, the frequency can be changed. Produces ultrasonic vibrations according to the

したがつて、圧電素子11が起振されると、こ
れに結合したアンビル10は上下方向に振動す
る。これの振幅はボルト15と取付用ブロツク9
との〓間に応じた振幅となる。
Therefore, when the piezoelectric element 11 is excited, the anvil 10 coupled thereto vibrates in the vertical direction. The amplitude of this is between bolt 15 and mounting block 9.
The amplitude corresponds to the distance between

次に以上の構成の地盤改良用振動装置の作用を
第3図を用いて説明する。
Next, the operation of the vibration device for soil improvement with the above configuration will be explained using FIG. 3.

まず、機械式バイブレータ4の振幅および周期
は同図aに示すように、低周波であつて振幅も大
きいので、サインカーブを描き、ロツド3および
穿孔用ビツト5はこのカーブに沿つた周期および
振幅で振動しつつ地盤内に貫入される。
First, as shown in Figure a, the amplitude and period of the mechanical vibrator 4 are low frequency and large, so a sine curve is drawn, and the rod 3 and the drilling bit 5 have a period and amplitude along this curve. It penetrates into the ground while vibrating.

また、前記圧電素子11は、同図bに示すよう
に短周期の超音波振動であつて、またその振幅は
小さい。
Furthermore, the piezoelectric element 11 generates short-period ultrasonic vibrations, as shown in FIG. 1B, and its amplitude is small.

したがつて、aの単独モードでロツド3を貫入
した場合に、穿孔用ビツトが礫に衝突するとリバ
ウンド現象を生じ、穿孔状態における保進性が低
下し、装置に与える衝撃が大となる。
Therefore, when the rod 3 is penetrated in the single mode of a, a rebound phenomenon occurs when the drilling bit collides with gravel, the stability in the drilling state is reduced, and the impact on the device becomes large.

これに対し、bの単独モードで貫入した場合に
はリバウンド現象は生じないが、貫入速度は必然
的に小さなものとなるが、a,bのモードを合わ
せると同図cに示すように両波形が重畳して現
れ、前記バイブレータ5のもつ貫入性能に加え、
堅い礫に衝突した際に間断もなく微振動を与える
ので、このようなリバウンド現象も防止できるの
である。
On the other hand, if the penetration occurs in mode b alone, no rebound phenomenon will occur, but the penetration speed will inevitably be small, but when modes a and b are combined, both waveforms will form as shown in c in the same figure. appears in a superimposed manner, and in addition to the penetration performance of the vibrator 5,
When it collides with hard gravel, it gives continuous slight vibrations, which prevents this kind of rebound phenomenon.

≪効果≫ 以上実施例によつて詳細に説明したように、こ
の発明にあつては、機械式のバイブレータによつ
て杭全体がある大きさの振幅、周期で低周波振動
し、従来と同様にその先端のビツトによつて穿孔
しつつロツドを地盤内部に貫入させる。また振動
子を起振すると、アンビル自体が超音波振動して
先行して穿孔作用を行う。この振幅は小さく間断
なく地盤に衝撃を与えつつ穿孔するので、アンビ
ルの先端が固い礫に衝突したとしてもリバウンド
の発生が無い。
<<Effects>> As explained in detail using the embodiments above, in this invention, the entire pile is vibrated at a low frequency with a certain amplitude and period by a mechanical vibrator, and as in the conventional case, The rod is penetrated into the ground while drilling with the bit at the tip. Furthermore, when the vibrator is excited, the anvil itself vibrates ultrasonically and performs the drilling action first. This amplitude is small and the hole is drilled while continuously impacting the ground, so even if the tip of the anvil collides with hard gravel, no rebound occurs.

したがつて、この発明によれば、振動子を起振
させて前記機械式バイブレータと同調させて貫入
作業を行うことで、礫に衝突した際の衝撃が緩和
され、リバウンドの発生を押さえることができ、
この装置を礫地盤などのロツドコンパクシヨンパ
イル工法に適用した場合における貫入速度および
能率の向上と、騒音の低減および装置の稼動率の
向上を図ることができる。
Therefore, according to the present invention, by causing the vibrator to vibrate and performing the penetration work in synchronization with the mechanical vibrator, the impact upon collision with gravel can be alleviated and the occurrence of rebound can be suppressed. I can,
When this device is applied to the rod compaction pile construction method on gravel ground, etc., it is possible to improve the penetration speed and efficiency, reduce noise, and improve the operating rate of the device.

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

第1図はこの発明に係る地盤改良用振動装置の
全体構成を示す側面図、第2図は同装置における
穿孔用ビツトの要部断面図、第3図a〜cは貫入
時における作動モードを示す説明図である。 1……リーダ、2……装置本体、3……ロツ
ド、4……機械式バイブレータ、5……穿孔用ビ
ツト、9……取付用ブロツク、10……アンビ
ル、11……圧電素子(振動子)。
Fig. 1 is a side view showing the overall configuration of the vibration device for soil improvement according to the present invention, Fig. 2 is a sectional view of the main part of the drilling bit in the same device, and Figs. 3 a to c show the operating mode during penetration. FIG. 1...Reader, 2...Device body, 3...Rod, 4...Mechanical vibrator, 5...Drilling bit, 9...Mounting block, 10...Anvil, 11...Piezoelectric element (vibrator) ).

Claims (1)

【特許請求の範囲】 1 上端部に機械式のバイブレータを配置し、下
端部に穿孔用ビツトを設けたロツドと、地上部に
設置されて該ロツドを地中の打込み方向にガイド
するリーダとからなる地盤改良用振動装置におい
て: 前記穿孔用ビツトは、前記杭の下端部に固定状
態に結合した取付用ブロツクと、該取付用ブロツ
クの下面に上下に微小変位可能に連結したアンビ
ルと、該アンビルと前記取付用ブロツク間に介在
された振動子とを備え、前記振動子を起振させる
ことでアンビル単体を前記振動子の振動周期およ
び振幅に応じて超音波振動させるようにしたこと
を特徴とする地盤改良用振動装置。
[Claims] 1. A rod having a mechanical vibrator disposed at the upper end and a drilling bit at the lower end, and a leader installed above the ground to guide the rod in the direction of driving into the ground. In the vibration device for ground improvement, the drilling bit includes: a mounting block fixedly coupled to the lower end of the pile; an anvil coupled to the lower surface of the mounting block so as to be vertically movable; and the anvil. and a vibrator interposed between the mounting block, and by causing the vibrator to vibrate, the anvil itself is made to vibrate ultrasonically in accordance with the vibration period and amplitude of the vibrator. A vibration device for ground improvement.
JP24416387A 1987-09-30 1987-09-30 Vibrator for ground improvement Granted JPS6490310A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24416387A JPS6490310A (en) 1987-09-30 1987-09-30 Vibrator for ground improvement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24416387A JPS6490310A (en) 1987-09-30 1987-09-30 Vibrator for ground improvement

Publications (2)

Publication Number Publication Date
JPS6490310A JPS6490310A (en) 1989-04-06
JPH0530926B2 true JPH0530926B2 (en) 1993-05-11

Family

ID=17114705

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24416387A Granted JPS6490310A (en) 1987-09-30 1987-09-30 Vibrator for ground improvement

Country Status (1)

Country Link
JP (1) JPS6490310A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2596843B2 (en) * 1990-03-30 1997-04-02 株式会社間組 Vibration compaction method

Also Published As

Publication number Publication date
JPS6490310A (en) 1989-04-06

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