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JPS6327487B2 - - Google Patents
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JPS6327487B2 - - Google Patents

Info

Publication number
JPS6327487B2
JPS6327487B2 JP21253682A JP21253682A JPS6327487B2 JP S6327487 B2 JPS6327487 B2 JP S6327487B2 JP 21253682 A JP21253682 A JP 21253682A JP 21253682 A JP21253682 A JP 21253682A JP S6327487 B2 JPS6327487 B2 JP S6327487B2
Authority
JP
Japan
Prior art keywords
casing
sand
leader
machine frame
pipe
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
JP21253682A
Other languages
Japanese (ja)
Other versions
JPS59102012A (en
Inventor
Nakatomi Kurimoto
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP21253682A priority Critical patent/JPS59102012A/en
Publication of JPS59102012A publication Critical patent/JPS59102012A/en
Publication of JPS6327487B2 publication Critical patent/JPS6327487B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • E02D3/106Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by forming sand drains containing only loose aggregates

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 本発明は、軟弱地盤を改良するために軟弱地盤
中に砂杭を造成する砂杭造成装置に関するもの
で、その目的とするところは、従来装置のように
外部に烈しい騒音を発生させる起振機等を用い
ず、無騒音で作業を行えると共に、装置の重心を
低位置に設定できて安定した状態で作業を行える
砂杭造成装置を提供することにある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sand pile construction device for constructing sand piles in soft ground in order to improve soft ground. To provide a sand pile building device that can perform noiseless work without using a noise-generating vibrator or the like, and can set the center of gravity of the device at a low position to perform work in a stable state.

第1図は砂杭造成装置の全体正面図、第2図は
その要部側面図を示したもので、これらの図にお
いて1はリーダ2の頂部よりワイヤー(図面省
略)を介して懸吊され且つリーダ2のガイドレー
ル3にガイドを介して昇降自在に支持された機枠
であり、この機枠1の下部に砂投入用ホツパー5
が一体装備されてい。6は角筒状ケーシングで、
ホツパー5の下端部に回転自在に垂下連設されて
おり、7はこのケーシング6の昇降を可能としな
がらこのケーシング6に回転力を伝達する回転駆
動手段で、リーダ2の下方部に固定された支持フ
レーム8上に設けられている。9は円筒状の中管
で、ケーシング6内に同心的に挿入されていて、
該ケーシング6との間に砂挿通路10を形成して
おり、また中管9の上端部はホツパー5内部を通
つて機枠1下端部内まで延びてそこで回転自在に
支持されている。そしてこの中管9は上端部及び
中間部においてそれぞれ周方向に間隔をおいて配
設された複数枚(例えば四枚)の連結プレート1
1…,12…(第3図参照)によつてケーシング
6と一体的に連結されており、従つてケーシング
6と中管9とは一体回転可能となる。13は中管
9内に挿通された円筒状内管(中空状でも中実状
でもよい)で、この内管13の上端は中管9上端
を越えて更に上方に延び、また下端は中管9を越
えて更に下方へ延びており、そしてこの内管13
は、機枠1内に装備されていて所定ストローク間
を上下振動する上下振動手段としてのエアーばね
装置14に連動連結されており、従つて内管13
はエアーばね装置14と同じストローク即ち同じ
振幅で上下振動するようになつている。また内管
13の下方部には、該内管13が上下振動する際
に中管9の下端に設けたストツパ部15に衝当す
る上部衝当部16及び下部衝当部17が上下方向
に所定間隔をおいて一体的に設けられていて、ケ
ーシング6の打ち込み時には上部衝当部16のみ
がストツパ部15に衝当し、ケーシング6の引き
抜き時には下部衝当部17のみがストツパ部15
に衝当し、而してこのような上部衝当部16のス
トツパ部15への衝当により生じる下方向への衝
撃力が中管9から連結板11,12を介してケー
シング6に伝わり、このケーシング6に作用する
下向きの衝撃力によつてケーシング6が地盤中に
打ち込まれてゆくことになり、また下部衝当部1
7のストツパ部15への衝当によつて中管9に上
方向への衝撃力が生じこの上向きの衝撃力が連結
板11,12を通じてケーシング6に伝わつてケ
ーシング6の引き抜き作用を促進させることにな
る。前記回転駆動手段7は第1図及び第3図で明
らかなように、角筒状ケーシング6が挿通可能な
中空円筒状回転体18の内部に、四つのガイドロ
ーラ19…を、該ケーシング6の外周面即ち四側
面に夫々転接可能にして且つ該ケーシング6を囲
繞するように配置して、各ガイドローラ19をピ
ン20により回転自在に軸架すると共に、該回転
体18の外周にギヤ21を装備しておいて、斯る
円筒状回転体18を、リーダ2側から延出されて
いる支持フレーム8上に固定された中空円筒状の
基台22に、軸受22aを介して回転自在に支承
すると共に、上記ガイドローラ19…を角筒状ケ
ーシング6の四側面に夫々転接可能に支持させ、
そしてこの回転体18外周にギヤ21を、同支持
フレーム8上に設置した電動機23の出力軸24
に固定のギヤ25に噛合させてなるもので、この
出力軸24の回転によりギヤ25,21を介して
回転体18を回転させ、それによつて角筒状ケー
シング6をその昇降を可能とさせつつ回転させる
ようにしている。尚、角筒状ケーシング6は連結
プレート11,12により中管9と一体的に連結
されているため中管9と一体に回転し、昇降する
ことになる。
Figure 1 shows an overall front view of the sand pile making device, and Figure 2 shows a side view of its main parts. In these figures, 1 is suspended from the top of the leader 2 via a wire (not shown). The machine frame is supported by the guide rail 3 of the leader 2 via a guide so as to be able to rise and fall freely, and a sand charging hopper 5 is installed at the bottom of the machine frame 1.
is integrally equipped. 6 is a rectangular cylindrical casing,
The hopper 5 is rotatably connected to the lower end of the hopper 5, and 7 is a rotary drive means that transmits rotational force to the casing 6 while allowing the casing 6 to move up and down, and is fixed to the lower part of the leader 2. It is provided on the support frame 8. 9 is a cylindrical middle tube, which is inserted concentrically into the casing 6;
A sand insertion passage 10 is formed between the inner tube 9 and the casing 6, and the upper end of the middle tube 9 extends through the inside of the hopper 5 to the lower end of the machine frame 1, where it is rotatably supported. This middle tube 9 has a plurality of (for example, four) connecting plates 1 disposed at intervals in the circumferential direction at the upper end and middle part.
1 . . . , 12 . 13 is a cylindrical inner tube (which may be hollow or solid) inserted into the middle tube 9; the upper end of this inner tube 13 extends further upward beyond the upper end of the middle tube 9; The inner tube 13 extends further downward beyond the inner tube 13.
is interlocked and connected to an air spring device 14 which is installed in the machine frame 1 and serves as a vertical vibration means for vertically vibrating between predetermined strokes.
is designed to vibrate vertically with the same stroke as the air spring device 14, that is, with the same amplitude. Further, in the lower part of the inner tube 13, there are an upper abutment part 16 and a lower abutment part 17 that abut against a stopper part 15 provided at the lower end of the middle tube 9 when the inner tube 13 vibrates up and down. They are integrally provided at predetermined intervals, and only the upper abutment part 16 abuts the stopper part 15 when the casing 6 is driven in, and only the lower abutment part 17 abuts the stopper part 15 when the casing 6 is pulled out.
The downward impact force generated by the impact of the upper abutment part 16 on the stopper part 15 is transmitted from the middle pipe 9 to the casing 6 via the connecting plates 11 and 12. The casing 6 is driven into the ground by the downward impact force acting on the casing 6, and the lower impact portion 1
7 hits the stopper portion 15, an upward impact force is generated on the middle tube 9, and this upward impact force is transmitted to the casing 6 through the connecting plates 11 and 12, thereby promoting the pulling out action of the casing 6. become. As is clear from FIGS. 1 and 3, the rotation driving means 7 has four guide rollers 19 placed inside a hollow cylindrical rotating body 18 through which the square cylindrical casing 6 can be inserted. Each guide roller 19 is rotatably mounted on a pin 20, and a gear 21 is mounted on the outer periphery of the rotary body 18, so that the outer circumferential surface, that is, the four side surfaces thereof, can be rotated and arranged so as to surround the casing 6. The cylindrical rotating body 18 is rotatably attached to a hollow cylindrical base 22 fixed on the support frame 8 extending from the leader 2 side via a bearing 22a. At the same time, the guide rollers 19 are rotatably supported on each of the four sides of the rectangular cylindrical casing 6,
A gear 21 is mounted on the outer periphery of this rotating body 18, and an output shaft 24 of an electric motor 23 installed on the support frame 8.
The rotation of the output shaft 24 rotates the rotating body 18 via the gears 25 and 21, thereby allowing the rectangular cylindrical casing 6 to move up and down. I'm trying to rotate it. Incidentally, since the rectangular cylindrical casing 6 is integrally connected to the middle tube 9 by the connecting plates 11 and 12, it rotates together with the middle tube 9 and moves up and down.

また、前記機枠1は、下架台26上の四隅部に
前後左右四本の支柱27…を立設し、これら支柱
27…の上端に上架台28を固定してなるもの
で、この機枠1の上下架台28,26間にエアー
ばね装置14が装備され、また下架台26の中央
部に中管9の上端部が軸受装置29を介して回転
自在に保持されている。エアーばね装置14は、
支柱27…可動台30を上下摺動可能に取付け、
この可動台30と上架台28との間に下動用エア
ーばね31を各支柱27に套嵌させた状態で四個
介装すると共に、該可動台30と下架台26との
間に上動用エアーばね32を同様にして四個介装
し、そして下動用エアーばね31にエアー流通管
(図示さず)からの枝管(図示さず)を接続し、
上動用エアーばね32にも同様にエアー流通管か
らの枝管を接続し、これらの各エアー流通管に設
けた送気口及び排気口(図示せず)にエアーコン
プレツサ(図示せず)からのエアーホース等(図
示せず)をソレノイドバルブ(図示せず)を介し
て接続し、このソレノイドバルブの切換によりコ
ンプレツサのエアーを下動用エアーばね31と上
動用エアーばね32とに交互に圧入したり抜いた
りして下動用エアーばね31と上動用エアーばね
39とを交互に伸縮させ、それにより上記可動台
30を下架台26と上架台28との間において所
定のストロークで上下振動させるように構成して
なるものである。上記機枠1の可動台30に前記
中管9の上端が固定されており、従つてエアーば
ね装置14の作動による可動台30の上下振動に
より内管13が可動台30と同じストロークにて
上下振動することになる。上記エアーばね装置1
4において上下動する可動台30の移動路、例え
ばエアーばね31,32の側面に、例えばケーシ
ング6の打ち込み時のみ通電されて動作するリミ
ツトスイツチ(図示せず)及びケーシング6引き
抜き時のみ通電されて動作するリミツトスイツチ
(図示せず)を配備すると共に、打ち込み時用の
リミツトスイツチは可動台30の上昇行程におけ
るストローク終端の適宜手前に設置し、また引き
抜き時用のリミツトスイツチは可動台30の下降
行程におけるストローク終端の適宜手前に設置
し、そしてこれらのリミツトスイツチをエアーば
ね装置14のエアー流通管に介設した上記ソレノ
イドバルブに電気的に接続しておく。而してケー
シング打ち込みに際しては可動台30がその下降
行程のストローク終端まで下降すると内管13の
下降により上部衝当部16が中管9のストツパ部
15に衝当するが、可動台30の上昇時にはこの
可動台30はその上昇行程のストローク終端に至
る手前でリミツトスイツチを蹴つて上昇が停止さ
れ、それによつて内管13の下部衝当部17がス
トツパ部15に衝当することがなく、その後もこ
れと同様の操作が繰り返されてケーシング打ち込
み中は上部衝当部16のみが内管13のストツパ
部15に衝当するようになる。またケーシング引
き抜きに際しては可動台30の下降時にそのスト
ローク終端に至る手前でリミツトスイツチにより
その下降を制限され、それによつて下部衝当部1
7のみが内管13のストツパ部15に衝当するよ
うになつている。
Further, the machine frame 1 has four pillars 27 erected at the four corners of the lower frame 26, and an upper frame 28 is fixed to the upper ends of these columns 27. An air spring device 14 is installed between the upper and lower frames 28 and 26 of the lower frame 26, and the upper end of the middle tube 9 is rotatably held in the center of the lower frame 26 via a bearing device 29. The air spring device 14 is
Pillar 27...The movable base 30 is attached so that it can slide up and down,
Four downward movement air springs 31 are interposed between the movable table 30 and the upper frame 28 in a state that they are fitted onto each support column 27, and upward movement air springs 31 are interposed between the movable table 30 and the lower frame 26. Similarly, four springs 32 are interposed, and a branch pipe (not shown) from an air distribution pipe (not shown) is connected to the downward movement air spring 31.
Similarly, branch pipes from the air distribution pipes are connected to the upward movement air spring 32, and air compressors (not shown) are connected to the air supply ports and exhaust ports (not shown) provided in each of these air circulation pipes. An air hose, etc. (not shown) is connected through a solenoid valve (not shown), and by switching the solenoid valve, air from the compressor is alternately pressed into the lower air spring 31 and the upper air spring 32. The lower moving air spring 31 and the upper moving air spring 39 are alternately expanded and contracted by stretching and pulling out, thereby vertically vibrating the movable base 30 between the lower mount 26 and the upper mount 28 with a predetermined stroke. It is composed of The upper end of the middle tube 9 is fixed to the movable table 30 of the machine frame 1, and the vertical vibration of the movable table 30 caused by the operation of the air spring device 14 causes the inner tube 13 to move up and down with the same stroke as the movable table 30. It will vibrate. The above air spring device 1
4, a limit switch (not shown) that is energized and operated only when the casing 6 is driven in, and a limit switch (not shown) that is energized and operated only when the casing 6 is pulled out, is installed on the side of the air springs 31 and 32, for example, on the movement path of the movable base 30 that moves up and down at 4. A limit switch (not shown) for driving is provided, and a limit switch for driving is installed appropriately before the end of the stroke in the upward stroke of the movable base 30, and a limit switch for withdrawing is installed at the end of the stroke in the downward stroke of the movable base 30. These limit switches are electrically connected to the solenoid valves interposed in the air flow pipe of the air spring device 14. When driving the casing, when the movable base 30 descends to the end of its downward stroke, the upper abutment part 16 hits the stopper part 15 of the middle pipe 9 due to the lowering of the inner pipe 13, but the movable base 30 does not rise. Sometimes, this movable platform 30 is stopped from rising by kicking the limit switch before reaching the end of its upward stroke, thereby preventing the lower abutment section 17 of the inner tube 13 from abutting against the stopper section 15, and then The same operation is repeated so that only the upper abutting portion 16 abuts against the stopper portion 15 of the inner tube 13 during the casing driving. In addition, when pulling out the casing, when the movable base 30 is lowered, the lowering is limited by a limit switch before reaching the end of its stroke.
7 is adapted to abut against the stopper portion 15 of the inner tube 13.

尚、上下振動手段としては、上述したエアーば
ね装置14に代えて、エアーシリンダ装置又は油
圧シリンダ装置を使用することができる。
Note that as the vertical vibration means, an air cylinder device or a hydraulic cylinder device can be used instead of the air spring device 14 described above.

上述したような構成を有する砂杭造成装置の操
作にあたつては、先ず機枠1をリーダ(図示せ
ず)頂部より適当高さに懸吊すると共にガイド4
を介してガイドレール3で支持し、そして回転駆
動手段7を作動させてケーシング6を連続的に回
転駆動させると共に、エアーばね装置14を作動
させて中管13を上下振動させる。このような状
態から昇降操作用ワイヤー(図示せず)を繰り出
して機枠1を下降させ、そしてケーシング6の回
転作用と、上部衝当部16のストツパ部15への
衝当により中管9を介してケーシング6に作用す
る下向きの衝撃力とによつて、ケーシング6地盤
中に貫入せしめていく。こうしてケーシング6を
地盤中の所定深さまで貫入させた後、ワツパー5
より砂をケーシング6と中管9との間の砂挿通路
10に投入しながら上記昇降操作用ワイヤーの巻
取りにより機枠1を徐々に上昇させてケーシング
6の引き抜き操作に入る。この引き抜き操作に際
しては、ケーシング6の回転作用及び内管13の
上下振動作用を打ち込み時と同様に行わせるが、
打ち込み時とは逆に下部衝当部17のみをストツ
パ部15に衝当させるようにし、而してケーシン
グ6の連続回転作用と、この下部衝当部17の衝
当によりケーシング6に作用する上向きの衝撃力
とによつてケーシング6を地盤中から引き抜いて
ゆく。またこの場合において、砂挿通路10内に
投入された砂はケーシング6下方部に供給されそ
こで内管13のヘツド33により突き固められな
がら押し出されてケーシング6の上昇に伴い緻密
で強固な砂杭を形成する。また、上述した打ち込
み操作及び引き抜き操作において上部衝当部16
ないしは下部衝当部17がストツパ部15に衝当
するときの衝撃音はケーシング内で発せられるた
めこのケーシング6で遮音されて本装置の外部に
大きく反響することがなく、そして衝当部16,
17をできる限り内管13の下方部に設けておけ
ば砂杭造成装置作業中ケーシング下方部はほとん
ど地盤中に埋入した状態にあるから遮音効果が一
段と良くなり、更に図示は省略するが内管13と
中管9との間に遮音部材を適宜設けることにより
一層の遮音効果を発揮させることができる。
When operating the sand pile making device having the above-described configuration, first, the machine frame 1 is suspended from the top of the leader (not shown) at an appropriate height, and the guide 4 is suspended from the top of the leader (not shown).
The casing 6 is supported by a guide rail 3 via a rotary drive means 7 to continuously rotate the casing 6, and the air spring device 14 is activated to vertically vibrate the middle tube 13. From this state, the lifting operation wire (not shown) is let out to lower the machine frame 1, and the middle pipe 9 is moved by the rotation of the casing 6 and the impact of the upper abutment part 16 against the stopper part 15. The downward impact force acting on the casing 6 through the casing 6 causes the casing 6 to penetrate into the ground. After penetrating the casing 6 into the ground to a predetermined depth in this way, the Watsupur 5
While putting more sand into the sand insertion passage 10 between the casing 6 and the middle pipe 9, the machine frame 1 is gradually raised by winding the lifting operation wire, and the casing 6 is pulled out. During this pulling operation, the rotation action of the casing 6 and the vertical vibration action of the inner tube 13 are performed in the same manner as during driving.
Contrary to when driving, only the lower abutment part 17 is made to abut against the stopper part 15, and the upward force acting on the casing 6 due to the continuous rotation of the casing 6 and the impact of the lower abutment part 17. The casing 6 is pulled out from the ground by the impact force. In this case, the sand introduced into the sand insertion passage 10 is supplied to the lower part of the casing 6, where it is pushed out while being compacted by the head 33 of the inner pipe 13, and as the casing 6 rises, it forms a dense and strong sand pile. form. In addition, in the above-mentioned driving operation and pulling operation, the upper abutting portion 16
The impact sound when the lower impact part 17 hits the stopper part 15 is emitted within the casing, so the sound is insulated by the casing 6 and does not reverberate to the outside of the device.
If casing 17 is installed as far below the inner pipe 13 as possible, the lower part of the casing will be mostly buried in the ground during the work of the sand pile making equipment, so the sound insulation effect will be even better. By appropriately providing a sound insulating member between the pipe 13 and the middle pipe 9, a further sound insulating effect can be achieved.

上述した第1図〜第3図で示す砂杭造成装置
は、回転駆動手段にて角筒状ケーシング6の回転
させる一方、内管13の上動時ないし下動時にお
いて内管13の衝当部を中管9のストツパ部に衝
当させてその下向きあるいは上向きの衝撃力と上
記回転作用によつてケーシング6の打ち込みある
いは引き抜きを行うようにしたものであるが、第
4図及び第5図に示す砂杭造成装置は、回転駆動
手段により角筒状ケーシング6を回転させるよう
にした点は第1図〜第3図の装置と同じであるが
ケーシング6に衝撃力を与える代わりに上下振動
手段によりケーシング6に上下方向の駆動力つま
り押し込み力あるいは押し上げ力を与えて該ケー
シングを所要量ずつ下動あるいは上動させるよう
にした装置を示している。尚、この第3図、第4
図に示す装置はその構造の主要部が第1図〜第3
図の装置と同一であるため、上下駆動手段及びこ
れに関連する部分以外の具体的な説明は省略し、
また同一部材については同一符号を付している。
The sand pile construction apparatus shown in FIGS. 1 to 3 described above rotates the rectangular cylindrical casing 6 using a rotary drive means, and also prevents the inner pipe 13 from colliding with each other when the inner pipe 13 moves upward or downward. The casing 6 is driven in or pulled out by the downward or upward impact force of the stopper part of the middle pipe 9 and the rotational action described above, as shown in FIGS. 4 and 5. The sand pile building device shown in FIG. 1 is the same as the device shown in FIGS. 1 to 3 in that the rectangular cylindrical casing 6 is rotated by a rotary drive means, but instead of applying an impact force to the casing 6, vertical vibration is applied. This shows a device in which a driving force in the vertical direction, that is, a pushing force or a pushing force is applied to the casing 6 by means to move the casing downward or upward by a required amount. In addition, these figures 3 and 4
The main parts of the structure of the device shown in the figure are shown in Figures 1 to 3.
Since the device is the same as the one shown in the figure, a detailed description of the parts other than the vertical drive means and related parts will be omitted.
Moreover, the same reference numerals are given to the same members.

第3図及び第4図において、34は角筒状ケー
シング6を所要量ずつ上動又は下動させるべくこ
のケーシング6に上下方向の駆動力を付与するた
めの上下駆動手段であり、この上下駆動手段34
はケーシング6を回転させる回転駆動手段7と共
に支持フレーム8上に設けられている。この上下
駆動手段34は、角筒状ケーシング6を挟持固定
するチヤツク機構35と、チヤツク機構35を所
要ストローク昇降させる昇降機構36と、チヤツ
ク機構35を昇降機構36に対し回転自在に連結
する連結機構37とで構成される。各機構につき
詳細に説明すれば、チヤツク機構35はリング状
枠体38に例えば90度置きにエアーシリンダ(油
圧シリンダでもよい)39…を配設して各ピスト
ンロツド39aを枠体38の半径方向に往復動さ
せるようにし、而して各ピストンロツド39aの
枠体38の求心方向での作動時に先端の圧着片4
0を介して角筒状ケーシング6を挟持固定するよ
うにしたものである。また、昇降機構36は支持
フレーム8上に竪に設置された複数個例えば二個
のエアーシリンダ(又は油圧シリンダ)41,4
1からなり、これらのエアーシリンダ41,41
と上記チヤツク機構35との間に連結機構37が
介設されている。すなわちこの連結機構37はチ
ヤツク機構35のリング状枠体38の外側にこれ
よりも径大のリング状枠体42を配してこの枠体
42と上記枠体38との間にヘツドカバー43を
嵌装してなるもので、このリング状枠体42の下
面側に上記エアーシリンダ41,41のピストン
ロツド41a,41a先端が連結されている。従
つて、この上下駆動手段34の操作にあたつて
は、チヤツク機構35で角筒状ケーシング6を挟
持固定し、この状態で昇降機構36のシリンダ4
1,41を作動させてピストンロツド41a,4
1aを所定ストローク上昇させることによりケー
シング6はそのストローク分だけ持ち上げられ、
またピストンロツド41a,41aの下降により
同じストローク分だけ押し下げられる。このとき
ケーシング6が回転するとチヤツク機構35はこ
のケーシング6と一体的に回転しながらそれ自体
上昇又は下降することになる。
In FIGS. 3 and 4, numeral 34 denotes a vertical drive means for applying a driving force in the vertical direction to the square cylindrical casing 6 in order to move it upward or downward by the required amount, and this vertical drive means Means 34
is provided on a support frame 8 together with rotation drive means 7 for rotating the casing 6. The vertical drive means 34 includes a chuck mechanism 35 that clamps and fixes the rectangular cylindrical casing 6, a lifting mechanism 36 that lifts and lowers the chuck mechanism 35 by a required stroke, and a coupling mechanism that rotatably connects the chuck mechanism 35 to the lifting mechanism 36. It consists of 37. To explain each mechanism in detail, the chuck mechanism 35 has air cylinders (hydraulic cylinders may also be used) 39 disposed on the ring-shaped frame 38, for example, every 90 degrees, and each piston rod 39a is moved in the radial direction of the frame 38. The crimp piece 4 at the tip of each piston rod 39a is caused to reciprocate when the frame body 38 of each piston rod 39a is operated in the centripetal direction.
The rectangular cylindrical casing 6 is clamped and fixed through the 0. The elevating mechanism 36 also includes a plurality of air cylinders (or hydraulic cylinders) 41, 4 installed vertically on the support frame 8, for example, two air cylinders (or hydraulic cylinders) 41, 4.
1, these air cylinders 41, 41
A connecting mechanism 37 is interposed between the chuck mechanism 35 and the chuck mechanism 35. That is, this coupling mechanism 37 has a ring-shaped frame 42 having a larger diameter than the ring-shaped frame 38 of the chuck mechanism 35, and a head cover 43 is fitted between the frame 42 and the frame 38. The tips of the piston rods 41a, 41a of the air cylinders 41, 41 are connected to the lower surface side of the ring-shaped frame 42. Therefore, when operating the vertical drive means 34, the chuck mechanism 35 clamps and fixes the rectangular cylindrical casing 6, and in this state the cylinder 4 of the lifting mechanism 36
1, 41 to operate the piston rods 41a, 4.
By raising 1a by a predetermined stroke, the casing 6 is lifted by that stroke,
Further, by lowering the piston rods 41a, 41a, they are pushed down by the same stroke. At this time, when the casing 6 rotates, the chuck mechanism 35 rotates integrally with the casing 6 and moves itself upward or downward.

上記のような砂杭造成装置の操作においては、
機枠(図示省略)をリーグ2頂部より吊持すると
共にガイドレール3に沿つて案内支持し、そして
回転駆動手段7を作動させて角筒状ケーシング6
を回転駆動させると共に、上下駆動手段34を作
動させた同ケーシング6をエアーシリンダ41の
所定ストローク分ずつ下方へ強制的に押動させ
る。このような状態から昇降操作用ワイヤー(図
示せず)を繰り出して機枠を下降させ、回転駆動
手段7による回転作用及び上下駆動手段34によ
る云わば間欠的な押し込み作用によつてケーシン
グ6を地盤中の所定深さまで貫入してゆく。こう
してケーシング6を所定深さまで貫入させた後、
ホツパーより砂をケーシング6と中管9との間の
砂挿通路10に投入しながら上記昇降操作用ワイ
ヤーの巻取り操作により機枠を徐々に上昇させて
ケーシング6の引き抜き操作に入る。この引き抜
き操作に際しては、回転駆動手段7による回転作
用は貫入時と同様に行わせるが上下駆動手段34
については貫入時とは逆に上動作用、つまり押し
上げ作用を行わせる。この押し上げ作用にあたつ
ては、チヤツク機構35でケーシング6を挟着し
た状態で昇降機構36のシリンダ41のピストン
ロツド41aを所定ストローク上昇させることに
よりケーシング6をそのストローク分だけ押し上
げ、その後チヤツク機構35を開放放操作し且つ
ピストンロツド41aを下降させた後、再び上記
の操作を行い、以降同様な操作によりケーシング
6を上記ストローク分ずつ上動させるわけであ
る。また、砂挿通路10内に投入した砂はケーシ
ング6下端部内に供給され、そこで内管13のヘ
ツド44により突き固められてケーシング6の上
昇に伴い緻密で強固な砂杭を形成することにな
る。
In the operation of the sand pile making equipment as mentioned above,
A machine frame (not shown) is suspended from the top of the league 2 and guided and supported along the guide rail 3, and the rotational drive means 7 is operated to rotate the rectangular cylindrical casing 6.
At the same time, the casing 6 with the vertical drive means 34 activated is forcibly pushed downward by a predetermined stroke of the air cylinder 41. From this state, the lifting operation wire (not shown) is let out to lower the machine frame, and the casing 6 is pushed down to the ground by the rotation action of the rotation drive means 7 and the so-called intermittent pushing action of the vertical drive means 34. It penetrates to a predetermined depth inside. After penetrating the casing 6 to a predetermined depth in this way,
While feeding sand from the hopper into the sand insertion passage 10 between the casing 6 and the middle pipe 9, the machine frame is gradually raised by winding the lifting operation wire and the casing 6 is pulled out. During this pulling operation, the rotational action by the rotational drive means 7 is performed in the same manner as during penetration, but the vertical drive means 34
For this purpose, an upward movement, that is, a pushing up action, is performed in the opposite direction to that during penetration. In this pushing up action, the piston rod 41a of the cylinder 41 of the elevating mechanism 36 is raised by a predetermined stroke while the casing 6 is clamped by the chuck mechanism 35, thereby pushing up the casing 6 by that stroke. After opening and releasing the piston rod 41a and lowering the piston rod 41a, the above operation is performed again, and thereafter the casing 6 is moved upward by the above stroke amount by the same operation. Furthermore, the sand introduced into the sand insertion passage 10 is supplied into the lower end of the casing 6, where it is compacted by the head 44 of the inner pipe 13, forming a dense and strong sand pile as the casing 6 rises. .

上記説明したように本発明の砂杭造成装置は、
従来のように起振機を使用せず、回転駆動手段に
よつてケーシングを連続回転させる一方、中管に
衝当部を設けてこの衝当部を中管に設けたストツ
パ部に衝当させこの衝当による衝撃力を中管と一
体に連結されたケーシングに伝えるようにし、而
してその衝撃力と上記回転駆動手段による回転作
用によつてケーシングの打ち込み、引き抜きを行
わせるようにしているので、衝当部とストツパ部
との衝当による衝撃音はケーシングで遮音させる
ことができしかもケーシングは地盤中に埋入され
てゆくため装置の使用中に烈しい騒音をもたらす
ことがない。また、ケーシングの連続回転作用及
び該ケーシングに付与される衝撃作用更には引き
抜き時における内管の上下動による突き固め作用
によつて、ケーシングの地中への貫入あるいは地
上への引き抜きを迅速且つ効果的に行えると共に
強固な砂杭を造成することができる。
As explained above, the sand pile construction device of the present invention has the following features:
The casing is continuously rotated by a rotary drive means without using an exciter as in the conventional method, while an abutting part is provided on the middle pipe and this abutting part is brought into contact with a stopper part provided on the middle pipe. The impact force caused by this impact is transmitted to the casing that is integrally connected to the inner pipe, and the casing is driven in and pulled out by the impact force and the rotational action of the rotation drive means. Therefore, the impact noise caused by the impact between the impact part and the stopper part can be insulated by the casing, and since the casing is buried in the ground, it does not cause severe noise during use of the device. In addition, due to the continuous rotation of the casing, the impact applied to the casing, and the tamping effect caused by the vertical movement of the inner tube during extraction, the casing can be penetrated into the ground or pulled out of the ground quickly and effectively. It is possible to create strong sand piles.

また、本発明の砂杭造成装置は、ケーシングに
上下方向の駆動力を与えて該ケーシングを所定量
ずつ上動(押し上げ)又は下動(押し込み)させ
る上下駆動手段を用いると共に、ケーシングを回
転させる回転駆動手段を用い、更に中管をその引
き抜き時に所定ストローク上下動させエアーシリ
ンダ等よりなる上下振動手段を用いているので、
装置に使用中に烈しい騒音や振動を発生させるこ
とがなく、しかも上記三つの手段によるケーシン
グの押び上げ、押し込み作用及び回転作用ならび
に中管の上下動作用によつて強固な砂杭を迅速に
造成することができる。
Furthermore, the sand pile construction device of the present invention uses a vertical drive means that applies vertical driving force to the casing to move the casing upward (pushing up) or downward (pushing) by a predetermined amount, and also rotates the casing. A rotational drive means is used, and a vertical vibration means such as an air cylinder is used to move the inner tube up and down by a predetermined stroke when it is pulled out.
The device does not generate severe noise or vibration during use, and the three methods described above allow for the pushing up, pushing and rotation of the casing, as well as the up and down movement of the middle pipe, to quickly build strong sand piles. can be created.

また、本発明装置によれば、回転駆動手段更に
は上下駆動手段を機枠に設けずにリーダ側、特に
リーダの中間部位又は下方部位に配置しているの
で、リーダに吊支される構成部材の重量を軽減で
きてリーダによる支持を容易にすることができる
と共に、装置全体の重心位置を低くすることがで
きて安定状態で作業を行うことができる。
Further, according to the device of the present invention, the rotational drive means and the vertical drive means are not provided on the machine frame but are placed on the leader side, particularly in the middle or lower part of the leader, so that the structural members suspended by the leader The weight of the device can be reduced, making it easier to support the device by the leader, and the center of gravity of the entire device can be lowered, allowing work to be carried out in a stable state.

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

第1図は本発明に係る砂杭造成装置の実施例を
示す一部断面立面図、第2図は第1図の装置の要
部側面図、第3図は第1図の―線断面図、第
4図は第1図の装置とは一部構成を異にした砂杭
造成装置を示す一部断面立面図、第5図は第4図
の―線断面図である。 1…機枠、2…リーダ、5…ホツパー、6…ケ
ーシング、7…回転駆動手段、8…支持フレー
ム、9…中管、10…砂挿通路、11,12…連
結プレート、13…内管、14…エアーばね装置
(上下振動手段)、15…ストツパ部、16,17
…衝当部、34…上下駆動手段。
FIG. 1 is a partial cross-sectional elevation view showing an embodiment of the sand pile building device according to the present invention, FIG. 2 is a side view of the main part of the device shown in FIG. 1, and FIG. 3 is a cross-sectional view taken along the line - 4 is a partially sectional elevational view showing a sand pile building device having a partially different configuration from the device shown in FIG. 1, and FIG. 5 is a sectional view taken along the line -- in FIG. 4. DESCRIPTION OF SYMBOLS 1... Machine frame, 2... Leader, 5... Hopper, 6... Casing, 7... Rotation drive means, 8... Support frame, 9... Middle tube, 10... Sand insertion passage, 11, 12... Connection plate, 13... Inner tube , 14... Air spring device (vertical vibration means), 15... Stopper part, 16, 17
...Abutting portion, 34...Vertical drive means.

Claims (1)

【特許請求の範囲】 1 リーダに吊支される機枠の下部に砂投入用ホ
ツパーを一体装備し、このホツパーの下端部にケ
ーシングを回転自在に垂下連設し、このケーシン
グの昇降を可能としつつ該ケーシングに回転力を
伝達するための回転駆動手段をリーダの中間部位
又は下方部位に設け、このケーシングには中管を
挿入してこの中管とケーシングとを連結プレート
を介し一体的に連結すると共にこれら中管とケー
シングとの間に砂挿通路を形成し、上記機枠には
所定ストローク間上下振動する上下振動手段を配
備し、この上下振動手段に中管に挿通した内管を
連動連結し、この内管には内管の上動時ないし下
動時において中管に設けたストツパ部に衝当する
衝当部を設けてなることを特徴とする砂杭造成装
置。 2 リーダに吊支される機枠の下部に砂投入用ホ
ツパーを一体装備し、このホツパーの下端部にケ
ーシングを回転自在に垂下連設し、このケーシン
グの昇降を可能としつつ該ケーシングに回転力を
伝達するための回転駆動手段をリーダの中間部位
又は下方部位に設け、このケーシングには中管を
挿入してこの中管とケーシングとを連結プレート
を介し一体的に連結すると共にこれら中管とケー
シングとの間に砂挿通路を形成し、上記機枠には
所定ストローク間上下振動する上下振動手段を配
備し、この上下振動手段を中管に挿通した内管を
連動連結し、更に上記リーダの中間部位又は下方
部位にはケーシングを所要量ずつ上動又は下動さ
せるべく該ケーシングに上下方向の駆動力を付与
するための上下駆動手段を設けてなる砂杭造成装
置。
[Scope of Claims] 1. A sand charging hopper is integrally equipped at the bottom of the machine frame suspended by the leader, and a casing is rotatably suspended from the lower end of the hopper, allowing the casing to be moved up and down. At the same time, a rotational drive means for transmitting rotational force to the casing is provided in the middle or lower part of the leader, a middle pipe is inserted into the casing, and the middle pipe and the casing are integrally connected via a connecting plate. At the same time, a sand insertion passage is formed between these middle tubes and the casing, and a vertical vibration means that vibrates vertically for a predetermined stroke is provided in the machine frame, and the inner tube inserted into the middle tube is linked to this vertical vibration means. A sand pile making device characterized in that the inner pipe is provided with an abutment portion that abuts against a stopper portion provided on the middle pipe when the inner pipe moves up or down. 2. A sand charging hopper is integrally equipped at the bottom of the machine frame suspended by the leader, and a casing is rotatably connected to the lower end of the hopper, allowing the casing to move up and down while applying rotational force to the casing. A rotational drive means for transmitting the information is provided in the middle or lower part of the leader, and a middle pipe is inserted into the casing, and the middle pipe and the casing are integrally connected via a connecting plate. A sand insertion passage is formed between the machine frame and the casing, and a vertical vibration means that vibrates vertically for a predetermined stroke is provided in the machine frame, and an inner tube inserted through the middle tube is interlocked with the vertical vibration means, and the leader is connected to the inner tube. A sand pile construction device, which is provided with a vertical driving means in an intermediate portion or a lower portion thereof for applying a driving force in the vertical direction to the casing in order to move the casing upward or downward by a required amount.
JP21253682A 1982-12-02 1982-12-02 Sand pile former Granted JPS59102012A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21253682A JPS59102012A (en) 1982-12-02 1982-12-02 Sand pile former

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21253682A JPS59102012A (en) 1982-12-02 1982-12-02 Sand pile former

Publications (2)

Publication Number Publication Date
JPS59102012A JPS59102012A (en) 1984-06-12
JPS6327487B2 true JPS6327487B2 (en) 1988-06-03

Family

ID=16624293

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21253682A Granted JPS59102012A (en) 1982-12-02 1982-12-02 Sand pile former

Country Status (1)

Country Link
JP (1) JPS59102012A (en)

Also Published As

Publication number Publication date
JPS59102012A (en) 1984-06-12

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