JPS648128B2 - - Google Patents

Info

Publication number
JPS648128B2
JPS648128B2 JP9647983A JP9647983A JPS648128B2 JP S648128 B2 JPS648128 B2 JP S648128B2 JP 9647983 A JP9647983 A JP 9647983A JP 9647983 A JP9647983 A JP 9647983A JP S648128 B2 JPS648128 B2 JP S648128B2
Authority
JP
Japan
Prior art keywords
cylinder
exciter
inner cylinder
outer cylinder
elevator frame
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
JP9647983A
Other languages
Japanese (ja)
Other versions
JPS59220517A (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 JP9647983A priority Critical patent/JPS59220517A/en
Publication of JPS59220517A publication Critical patent/JPS59220517A/en
Publication of JPS648128B2 publication Critical patent/JPS648128B2/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】 (産業上の利用分野) 本発明は、軟弱な地盤を改良するためにその軟
弱地盤中に砂杭を造成する砂杭造成装置に関し、
更に詳しくは外筒及びこの中に挿入された内筒を
該内筒の上端部に連設された起振機により強制振
動させながら地盤中に貫入させ、外筒が所定深さ
まで達した後、ホツパーより外筒内に砂を投入す
る一方、外筒と起振機との縁を切つた状態から内
筒のみを起振機で振動させつつ該内筒を内筒駆動
用の往復駆動装置により所定のストロークで上下
動させて外筒中の砂を突き固め、而して外筒及び
内筒を引き抜きながら砂杭を形成させるようにし
た装置に関する。
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a sand pile construction device for constructing sand piles in soft ground in order to improve the soft ground.
More specifically, the outer cylinder and the inner cylinder inserted therein are forcibly vibrated by a vibrator connected to the upper end of the inner cylinder while penetrating into the ground, and after the outer cylinder reaches a predetermined depth, While sand is introduced into the outer cylinder from the hopper, only the inner cylinder is vibrated by the vibrator after cutting the edge between the outer cylinder and the exciter, and the inner cylinder is moved by a reciprocating drive device for driving the inner cylinder. The present invention relates to a device which compacts sand in an outer cylinder by moving up and down with a predetermined stroke, and forms a sand pile while pulling out the outer cylinder and the inner cylinder.

(従来技術及びその問題点) この種の砂杭造成装置において強固な砂杭を造
成するには、外筒中の砂が内筒によつて十分に突
き固められなければならず、そのためには内筒の
上下動のストロークを十分長くとる必要がある。
ことろが従来この種の砂杭造成装置では、内筒を
上下動させるための流体圧シリンダが起振機の下
端部に連設されていて、このシリンダで起振機を
直接上下動させることにより該起振機と一体の内
筒を上下動させるようにしているために、流体圧
シリンダにおけるピストンロツドの所定ストロー
ク分だけしか内筒が上下動できないことになり、
従つて内筒の上下動のストロークを大きくするに
は、それ相応に長尺で大型の流体圧シリンダが必
要になると共に、装置の配置上内筒が起振機の下
端部に同軸上に垂下連設されているため、この内
筒駆動シリンダを必然的に内筒の周辺に少なくと
も二基配置する必要がある等の難点があつた。
(Prior art and its problems) In order to create a strong sand pile with this type of sand pile making device, the sand in the outer cylinder must be sufficiently compacted by the inner cylinder. It is necessary to have a sufficiently long stroke for vertical movement of the cylinder.
Conventionally, in this type of sand pile construction equipment, a fluid pressure cylinder for moving the inner cylinder up and down is connected to the lower end of the exciter, and this cylinder can directly move the exciter up and down. Since the inner cylinder integrated with the exciter is moved up and down, the inner cylinder can only move up and down by a predetermined stroke of the piston rod in the fluid pressure cylinder.
Therefore, in order to increase the vertical stroke of the inner cylinder, a correspondingly long and large hydraulic cylinder is required, and due to the arrangement of the device, the inner cylinder hangs coaxially with the lower end of the exciter. Since they are arranged in series, there are drawbacks such as the necessity of arranging at least two inner cylinder drive cylinders around the inner cylinder.

本発明は、シリンダストロークの比較的短い、
即ち比較的小型の流体圧シリンダでも内筒の上下
動ストロークを十分大きくすることができると共
に、流体圧シリンダ等の往復駆動装置を設置する
場所及び個数等の設計上の自由度を増し、それに
よりシリンダ設備費用を最低限に抑えてコストの
低減化を期することのできる砂杭造成装置を提供
することを目的としたものである。
The present invention has a relatively short cylinder stroke.
In other words, even a relatively small fluid pressure cylinder can make the vertical movement stroke of the inner cylinder sufficiently large, and the degree of freedom in design such as the location and number of reciprocating drive devices such as fluid pressure cylinders is increased. The object of the present invention is to provide a sand pile construction device that can reduce costs by minimizing cylinder equipment costs.

(問題点を解決するための手段) 上記の目的を達成するための本発明の砂杭造成
装置は、下端部に砂投入用ホツパーを介して外筒
を垂下連設した昇降機枠を、リーダに昇降自在に
装備すると共に、この昇降機枠内に起振機を上下
動自在に配置し、この起振機の下端部には上記外
筒内に挿入した内筒の上端を固定し、且つこの起
振機と外筒とを一体的に連結し又はその連結を解
除するための連結手段を設け、一方上記昇降機枠
の所要部に上記内筒を上下駆動するための往復駆
動装置を設置し、この往復駆動装置の可動部先端
に滑車を設け、この滑車及び昇降機枠所要部に設
けた滑車に連架させたロープの一端部を昇降機枠
側に、また他端部を起振機側にそれぞれ止着して
なることを特徴とするものである。
(Means for Solving the Problems) In order to achieve the above object, the sand pile construction device of the present invention has an elevator frame, which has an outer cylinder hanging down and connected to the lower end via a sand charging hopper, attached to a leader. In addition to being equipped to move up and down, an exciter is arranged within the elevator frame so as to be movable up and down, and the upper end of the inner cylinder inserted into the outer cylinder is fixed to the lower end of the exciter. A connecting means for integrally connecting or disconnecting the vibrator and the outer cylinder is provided, and a reciprocating drive device for driving the inner cylinder up and down is installed at a required part of the elevator frame, and this A pulley is provided at the tip of the movable part of the reciprocating drive device, and one end of the rope connected to this pulley and the pulley provided in the relevant part of the elevator frame is fixed to the elevator frame, and the other end is fixed to the exciter. It is characterized by the fact that it can be worn.

(実施例) 第1図は砂杭造成装置の全体図を示したもの
で、この図において、1は移動機台、2はこの機
台1に立設支持されたリーダ、3はリーダ2に昇
降自在に装備された昇降機枠で、この昇降機枠3
の下端部に、上端部に砂投入用ホツパー18を設
けた砂杭造成用の外筒4が垂下連設されており、
また昇降機枠3内には起振機5が上下動自在に配
置され、この起振機5の下端部には外筒4内に挿
通された砂杭造成用内筒6の上端が固定され、こ
の内筒6と昇降機枠3との間には互いに連結及び
切離可能な連結装置7が介在されている。そして
8は内筒上下駆動用の往復駆動装置としての油圧
シリンダで、昇降機枠3の上架台15の下面にブ
ラケツト9を介して取付けられている。油圧シリ
ンダ8のピストンロツド10(往復駆動装置の可
動部)先端に滑車11が軸着され、そしてこの滑
車11と、上架台15の上面に固定的に軸着され
た滑車12,13とに渡つて連動操作用のロープ
14が連架されていて、このロープ14の一端部
は起振機5側に、他端部は昇降機枠3側であるブ
ラケツト9に、それぞれ止着されている。
(Example) Fig. 1 shows an overall view of the sand pile construction equipment. In this figure, 1 is a mobile machine stand, 2 is a leader that is erected and supported on this machine stand, and 3 is a leader 2. This elevator frame 3 is equipped with an elevator frame that can be raised and lowered freely.
An outer cylinder 4 for making sand piles, which is provided with a hopper 18 for inserting sand at the upper end, is suspended from the lower end of the
Further, an exciter 5 is disposed within the elevator frame 3 so as to be movable up and down, and the upper end of an inner cylinder 6 for sand pile construction, which is inserted into the outer cylinder 4, is fixed to the lower end of this exciter 5. A connecting device 7 that can be connected and disconnected from each other is interposed between the inner cylinder 6 and the elevator frame 3. A hydraulic cylinder 8 serves as a reciprocating drive device for vertically driving the inner cylinder, and is attached to the lower surface of the upper frame 15 of the elevator frame 3 via a bracket 9. A pulley 11 is pivotally attached to the tip of the piston rod 10 (movable part of the reciprocating drive device) of the hydraulic cylinder 8, and the pulley 11 and pulleys 12 and 13 are fixedly pivoted to the upper surface of the upper frame 15. A rope 14 for interlocking operation is connected, and one end of the rope 14 is fixed to the exciter 5 side, and the other end is fixed to the bracket 9 on the elevator frame 3 side.

昇降機枠3は上架台15と下架台16とこれら
上下架台15,16間に夫々上下両端を固定した
前後左右四本のガイド支柱17…とで櫓状に構成
されており、この昇降機枠3の下架台16下面側
に砂投入用ホツパー18が固定され、このホツパ
ー18は外筒4内部に連通するよう該外筒4上端
部に連設され、従つて昇降機枠3とホツパー18
と外筒4とは相互に一体的な構造となつている。
そしてこの昇降機枠3は昇降操作用ロープ19に
よりリーダ2頂部から懸吊されており、このロー
プ19は移動機台1側から導出されて、リーダ頂
部に設けた滑車20,21を経て機枠3の上架台
15上に設けた滑車22に巻き掛けられている。
また昇降機枠3側にはガイド23,24が設けて
あり、このガイド23,24がリーダ2の側面沿
いに付設されたガイドレール(図示省略)に摺動
自在に係合されて、機枠3がリーダ2に沿つて昇
降するようになつている。起振機5は、昇降機枠
3のガイド支柱17…に案内されて上下摺動可能
である基板25上に固装されており、この基板2
5上には前後左右四本の支持枠26…が起振機5
を囲うように立設固定され、これら支持枠26…
の上端に上板27が固着され、この上板27の上
面中央部に前記連動操作用ロープ14の一端が止
着されており、また上記基板25下面中央部に内
筒6の上端が固定されており、従つて油圧シリン
ダ8の作動によるピストンロツド10の伸縮動作
によつて、滑車11及びロープ14を介して起振
機5及び内筒6が同時に上下動するように連動連
結されている。尚、内筒6は昇降機枠3を構成す
る下架台16の中央に設けられた開口部28を通
つて下方の外筒4に挿入されている。
The elevator frame 3 is constructed in the shape of a turret with an upper mount 15, a lower mount 16, and four guide columns 17, front, rear, left, and right, whose upper and lower ends are fixed between the upper and lower mounts 15 and 16, respectively. A sand charging hopper 18 is fixed to the lower surface side of the lower frame 16, and this hopper 18 is connected to the upper end of the outer cylinder 4 so as to communicate with the inside of the outer cylinder 4, so that the elevator frame 3 and the hopper 18 are connected to each other.
and the outer cylinder 4 have a mutually integral structure.
This elevator frame 3 is suspended from the top of the leader 2 by a rope 19 for lifting/lowering operation, and this rope 19 is led out from the movable machine stand 1 side and passes through pulleys 20 and 21 provided at the top of the leader to the machine frame 3. It is wound around a pulley 22 provided on an upper frame 15.
Further, guides 23 and 24 are provided on the side of the elevator frame 3, and these guides 23 and 24 are slidably engaged with guide rails (not shown) attached along the sides of the leader 2. is arranged to move up and down along the leader 2. The exciter 5 is fixed on a board 25 that can be slid up and down guided by the guide columns 17 of the elevator frame 3.
5, there are four support frames 26 on the front, rear, left and right sides of the exciter 5.
These support frames 26...
An upper plate 27 is fixed to the upper end, one end of the interlocking operation rope 14 is fixed to the center of the upper surface of the upper plate 27, and the upper end of the inner cylinder 6 is fixed to the center of the lower surface of the base plate 25. Therefore, when the piston rod 10 expands and contracts due to the operation of the hydraulic cylinder 8, the exciter 5 and the inner cylinder 6 are linked together through the pulley 11 and the rope 14 so as to move up and down simultaneously. Note that the inner cylinder 6 is inserted into the lower outer cylinder 4 through an opening 28 provided at the center of the lower frame 16 constituting the elevator frame 3.

連結装置7は、第2図に拡大して示すように内
筒6の上端部に、両側に夫々外拡がりテーパ状の
一対のコ字形雌部材29,29を有する固定ブロ
ツク30を固装すると共に、昇降機枠3を構成す
る下架台16上に両側一対の流体圧シリンダ3
1,31(第1図参照)を設置して各シリンダ3
1のピストンロツド32先端に上記各外拡がりテ
ーパ状雌部材29に対応する形状の略楔形雄部材
33を固装し、而してシリンダ31,31の動作
により雄部材33,33を第2図の仮想線で示す
ように固定ブロツク30両側の雌部材29,29
に係合させそれによつて内筒6側と昇降機枠3側
とを一体連結せしめ、また同図の実線で示すよう
に雄部材33,33を雌部材29,29から引き
外して両者を離間させることで内筒6側と昇降機
枠3側との連結を解除せしめるように構成したも
のである。
As shown in an enlarged view in FIG. 2, the coupling device 7 has a fixing block 30 fixed to the upper end of the inner cylinder 6, which has a pair of U-shaped female members 29, 29 each tapering outwardly on both sides. , a pair of fluid pressure cylinders 3 on both sides are mounted on the lower pedestal 16 constituting the elevator frame 3.
1 and 31 (see Fig. 1) to each cylinder 3.
A substantially wedge-shaped male member 33 having a shape corresponding to each of the outwardly expanding tapered female members 29 is fixed to the tip of the piston rod 32 of No. 1, and the male members 33, 33 are moved as shown in FIG. As shown by phantom lines, the female members 29, 29 on both sides of the fixing block 30
The inner cylinder 6 side and the elevator frame 3 side are thereby integrally connected, and the male members 33, 33 are removed from the female members 29, 29 to separate them as shown by the solid line in the figure. This structure is configured to release the connection between the inner cylinder 6 side and the elevator frame 3 side.

尚、第1図において34は昇降機枠3を構成す
る各ガイド支柱17の上端部に設けられたシヨツ
クアブソーバで、起振機5→内筒6→連結装置7
→下架台16を経てガイド支柱17に伝わる上下
振動を吸収し、リーダ2に起振機5の振動を伝え
ないようにするためのものである。また35は基
板25上に立設された各支持枠26の下端部に設
けられたシヨツクアブソーバで、起振機5から基
板25を経て各支持枠26に伝わる上下振動をこ
こで吸収し、それによつて起振機5の上下振動が
連動操作用ロープ14より内筒駆動用の油圧シリ
ンダ8に伝わることのないようにしている。これ
らのシヨツクアブソーバ34,35は例えばバネ
式のものを用いることができる。
In FIG. 1, reference numeral 34 indicates a shock absorber provided at the upper end of each guide column 17 constituting the elevator frame 3.
→This is to absorb the vertical vibration transmitted to the guide column 17 via the lower mount 16 and to prevent the vibration of the exciter 5 from being transmitted to the reader 2. Reference numeral 35 denotes a shock absorber provided at the lower end of each support frame 26 erected on the board 25, which absorbs the vertical vibration transmitted from the exciter 5 to each support frame 26 via the board 25, and Therefore, the vertical vibration of the exciter 5 is prevented from being transmitted from the interlocking operation rope 14 to the hydraulic cylinder 8 for driving the inner cylinder. These shock absorbers 34, 35 can be of a spring type, for example.

次に上述した第1図の構成による砂杭造成装置
の操作を説明する。
Next, the operation of the sand pile building apparatus having the configuration shown in FIG. 1 described above will be explained.

先ず、外筒4を垂下連設した昇降機枠3をリー
ダ2頂部より適当高さ位置に懸吊支持すると共
に、内筒上下駆動用の油圧シリンダ8をピストン
収縮位置に保持させることにより連動操作用ロー
プ14を介して起振機5を昇降機枠3内の下限位
置に懸吊支持し、またこの位置において連結装置
7を連結状態に動作させて起振機5と外筒4とを
一体化する。このような状態から起振機5を作動
させることにより該起振機5による上下方向の強
制振動を内筒6及び外筒4に伝え且つ昇降操作用
ロープ19を繰り出しながら、これら外筒4及び
内筒6を地盤中に貫入せしめてゆく。このとき、
シヨツクアブソーバ34,35の作用によつて起
振機5の上下振動はリーダ2や内筒駆動用油圧シ
リンダ8には伝わらず、それによつてロープ1
4,19がそれらを支持している滑車から離脱し
たりあるいは上記油圧シリンダ8を損傷するおそ
れがない。
First, the elevator frame 3 with the outer cylinder 4 hanging thereon is suspended and supported at an appropriate height from the top of the leader 2, and the hydraulic cylinder 8 for vertically driving the inner cylinder is held in the piston retracted position for interlocking operation. The exciter 5 is suspended and supported at the lower limit position within the elevator frame 3 via the rope 14, and the coupling device 7 is operated in the connected state at this position to integrate the exciter 5 and the outer cylinder 4. . By activating the exciter 5 from this state, forced vibration in the vertical direction by the exciter 5 is transmitted to the inner tube 6 and the outer tube 4, and while the lifting operation rope 19 is let out, the outer tube 4 and the The inner cylinder 6 is penetrated into the ground. At this time,
Due to the action of the shock absorbers 34 and 35, the vertical vibration of the exciter 5 is not transmitted to the leader 2 or the hydraulic cylinder 8 for driving the inner cylinder.
There is no risk that the hydraulic cylinders 4 and 19 will separate from the pulleys supporting them or damage the hydraulic cylinder 8.

次いで、上記のようにして外筒4を地盤の所定
深さまで貫入させた後、ホツパー18より砂を外
筒4内に投入していく。そして連結装置7による
連結を解除して、起振機5と外筒4との縁を切
り、起振機5による強制上下振動が外筒4に伝わ
らないようにすると共に内筒6が外筒4と独立し
て上下動できるようにする。それから内筒上下駆
動用の油圧シリンダ8を作動させピストンロツド
10を伸縮動させることにより、連動操作用ロー
プ14を介して起振機5を上下動させ従つて該起
振機5と一体関係にある内筒6を起振機5による
上下振動とは別個に上下動させる。この場合にお
いて、油圧シリンダ8のピストンロツド10先端
に軸着された滑車11は、ピストンロツド10の
伸縮に伴いその軸が移動して所謂動滑車を構成す
ることから、この滑車11をピストンロツド10
の最大ストロークl分だけ上下動させると連動操
作用ロープ14の一端は該ピストンロツド10の
最大ストロークlの二倍分上下動し、従つて内筒
62lに相当するストロークで上下動することがで
きる(第1図参照)。
Next, after the outer cylinder 4 is penetrated into the ground to a predetermined depth as described above, sand is poured into the outer cylinder 4 from the hopper 18. Then, the connection by the coupling device 7 is released, and the edge between the exciter 5 and the outer cylinder 4 is cut, so that the forced vertical vibration by the exciter 5 is not transmitted to the outer cylinder 4, and the inner cylinder 6 is connected to the outer cylinder. 4 and to be able to move up and down independently. Then, by operating the hydraulic cylinder 8 for vertically driving the inner cylinder to extend and retract the piston rod 10, the exciter 5 is moved up and down via the interlocking operation rope 14, so that it is in an integral relationship with the exciter 5. The inner cylinder 6 is moved up and down separately from the up and down vibration caused by the vibrator 5. In this case, the shaft of the pulley 11 pivotally attached to the tip of the piston rod 10 of the hydraulic cylinder 8 moves as the piston rod 10 expands and contracts, forming a so-called movable pulley.
When it is moved up and down by the maximum stroke l of the piston rod 10, one end of the interlocking operation rope 14 is moved up and down by twice the maximum stroke l of the piston rod 10, and can therefore be moved up and down with a stroke corresponding to the inner cylinder 62l ( (See Figure 1).

上記のようにして内筒6のみが起振機5による
上下振動と共に所定ストロークで別の上下動を行
うことにより、外筒4周囲の地盤が外筒4により
撹拌されずに保護されると共に、外筒4中の砂が
内筒6により突き固められる。こうして内筒6に
より外筒4中の砂を締め固めながら、操作用ロー
プ19を介し昇降機枠3を上昇させることによつ
て外筒4を徐々に引き抜いてゆくと、締め固めら
れた砂が外筒4下端から押し出されつつ砂杭が形
成されてゆくことになる。尚、外筒4の外側面に
沿つてジエツトエア送給パイプ(図外)を軸方向
に配設すると共に該パイプの先端のジエツトノズ
ル(図外)を外筒4下端部内に開口させて、図外
エアコンプレツサーからのジエツトエアを上記パ
イプを介し上記ノズルから噴射させることによ
り、砂が外筒4下端から効果的に押し出されて強
固な砂杭が迅速に造成され得る。
As described above, only the inner cylinder 6 performs vertical vibration by the vibrator 5 and another vertical movement at a predetermined stroke, so that the ground around the outer cylinder 4 is protected from being agitated by the outer cylinder 4, and The sand in the outer cylinder 4 is compacted by the inner cylinder 6. In this way, while the sand in the outer cylinder 4 is compacted by the inner cylinder 6, the elevator frame 3 is raised via the operating rope 19 and the outer cylinder 4 is gradually pulled out. A sand pile is formed while being pushed out from the lower end of the cylinder 4. A jet air supply pipe (not shown) is arranged in the axial direction along the outer surface of the outer cylinder 4, and a jet nozzle (not shown) at the tip of the pipe is opened inside the lower end of the outer cylinder 4. By injecting jet air from an air compressor through the pipe and from the nozzle, sand is effectively pushed out from the lower end of the outer cylinder 4, and a strong sand pile can be quickly constructed.

さて次に、往復駆動装置としてエアばね装置3
6を用いた場合の実施例を、第3図によつて説明
する。
Now, next, air spring device 3 is used as a reciprocating drive device.
An example in which 6 is used will be explained with reference to FIG.

エアばね装置36は、上架台15と下板37と
の間に設けた2組の上ベローズ38及び下ベロー
ズ39と、これらの両連結部分間に架設された可
動板40と、この可動板40の中央に一端が固定
されて垂下し、下板37を摺動可能に貫通する可
動ロツド41と、可動板40の四隅に設けた穴に
挿通され且つ上架台15と下板37とに固定され
た4個のガイドロツド42…とから成つている。
可動ロツド41の下端には滑車43が軸着されて
おり、前述の連動操作用ロープ14がこの滑車4
3と、昇降機枠3に固定的に軸着された滑車4
4,45とに渡つて連架され、その一端部は起振
機側に、他端部がブラケツト46に止着されてい
る。
The air spring device 36 includes two sets of upper bellows 38 and lower bellows 39 provided between the upper frame 15 and the lower plate 37, a movable plate 40 installed between both of these connecting parts, and this movable plate 40. A movable rod 41 is fixed to the center of the movable plate 40 and is fixed to the upper frame 15 and the lower plate 37. It consists of four guide rods 42...
A pulley 43 is pivotally attached to the lower end of the movable rod 41, and the above-mentioned interlocking operation rope 14 is attached to the pulley 4.
3, and a pulley 4 fixedly pivoted to the elevator frame 3.
4 and 45, one end of which is fixed to the exciter and the other end to a bracket 46.

このエアばね装置36は、上ベローズ38と下
ベローズ39とに交互に圧縮空気を送り込むこと
により、可動板40を介してロツド41が上下往
復駆動し、滑車43及びロープ14を介して起振
機5及び内筒6を上下動させることができる。こ
のエアばね装置36に用いる上ベローズ及び下ベ
ローズ39の個数は任意でよく、また上ベローズ
38を省略して自重により下降させてもよいし、
上ベローズ38に代えて圧縮ばねを用いてもよ
い。
This air spring device 36 is configured such that compressed air is alternately fed into an upper bellows 38 and a lower bellows 39 to cause a rod 41 to reciprocate up and down via a movable plate 40, and to generate an oscillator via a pulley 43 and a rope 14. 5 and the inner cylinder 6 can be moved up and down. The number of upper bellows and lower bellows 39 used in this air spring device 36 may be arbitrary, and the upper bellows 38 may be omitted and lowered by its own weight.
A compression spring may be used instead of the upper bellows 38.

第4図は連結装置の他の実施例を示すもので、
下架台16上にばね47,47が取付けてあり、
このエアばね47の上端部47aが起振機5が取
付けられている基板25の下面に当接するように
なつている。外筒4の上端付近中央に、周壁4
8,48…によつて囲まれた角孔49が設けら
れ、一方内筒6には角孔49よりも縦長の角孔5
0が設けられ、これらの両角孔49,50にわた
つて貫通するピン51が、角孔49内に摺動可能
に設けられていると共に、外筒4内にブラケツト
52により取付けられた油圧シリンダ53のピス
トンロツド53aに連結され、角孔50に挿脱可
能となつている。
FIG. 4 shows another embodiment of the coupling device,
Springs 47, 47 are installed on the lower pedestal 16,
The upper end 47a of this air spring 47 is adapted to come into contact with the lower surface of the substrate 25 on which the exciter 5 is attached. The peripheral wall 4 is located at the center near the upper end of the outer cylinder 4.
A square hole 49 surrounded by square holes 8, 48, etc. is provided in the inner cylinder 6, and a square hole 5 that is vertically longer than the square hole 49 is provided in the inner cylinder 6.
0 is provided, and a pin 51 passing through both square holes 49 and 50 is slidably provided in the square hole 49, and a hydraulic cylinder 53 is attached to the outer cylinder 4 by a bracket 52. The piston rod 53a is connected to the piston rod 53a, and can be inserted into and removed from the square hole 50.

第4図に示す連結装置7aによる装置の操作に
おいて、外筒4の地盤中への貫入時には、前述の
油圧シリンダ8又はエアばね装置36等の往復駆
動装置を操作して、両角孔49,50が一致する
位置に内筒を引き上げ、油圧シリンダ53を駆動
してピン51をこれら両角孔49,50にわたつ
て挿通し(2点鎖線で示す)、その後、エアばね
47,47に圧縮空気を送り込んで伸長させ、上
端部47a,47aが基板5の下面を押し上げる
ようにし、これによつて内筒6の角孔50下面が
ピン51に押しつけられ、起振機5と外筒4とは
一体的に連結されるので、この状態で起振機5を
強制上下振動させて外筒及び内筒6を地盤中に貫
入させる。そして所定深さまで貫入した後は、エ
アばね47,47内の圧縮空気を抜き、油圧シリ
ンダ53を逆駆動してピン51を抜くと連結状態
が解除されるので、これ以降の操作は前述の実施
例の場合と同様である。ここに用いたエアばね4
7,47は、加圧伸長時には起振機5と外筒4と
を連結する作用をなし、また収縮時には所謂シヨ
ツクアブソーバの作用をなして起振機5の上下振
動が外筒4及び機枠3に伝わるのを阻止する。
In the operation of the device using the coupling device 7a shown in FIG. 4, when the outer cylinder 4 penetrates into the ground, the above-mentioned hydraulic cylinder 8 or the reciprocating drive device such as the air spring device 36 is operated to open the double square holes 49, 50. The inner cylinder is pulled up to the position where they match, and the hydraulic cylinder 53 is driven to insert the pin 51 across both square holes 49 and 50 (indicated by two-dot chain lines), and then compressed air is supplied to the air springs 47 and 47. The upper end portions 47a, 47a push up the lower surface of the substrate 5, thereby pressing the lower surface of the square hole 50 of the inner cylinder 6 against the pin 51, and the exciter 5 and the outer cylinder 4 become integral. Therefore, in this state, the exciter 5 is forcibly vibrated up and down to cause the outer cylinder and the inner cylinder 6 to penetrate into the ground. After penetrating to a predetermined depth, the compressed air in the air springs 47, 47 is released, and the hydraulic cylinder 53 is reversely driven to remove the pin 51 to release the connection, so subsequent operations are performed as described above. Same as in the example. Air spring 4 used here
7 and 47 serve to connect the exciter 5 and the outer cylinder 4 during pressurized expansion, and act as so-called shock absorbers during contraction, so that the vertical vibration of the exciter 5 is applied to the outer cylinder 4 and the machine frame. Prevent it from being transmitted to 3.

(発明の効果) 本発明によると、往復駆動装置により往復動す
る滑車は所謂動滑車を構成し、このため内筒の上
下動の最大ストロークを上記往復駆動装置の最大
ストロークの二倍又はそれ以上とすることがで
き、それにより往復駆動装置として比較的ストロ
ークの短い小型のシリンダ又はエアばね装置等を
使用しても相当に長いストロークで内筒を上下動
させることができ、したがつて円筒により外筒内
の砂を十分に突き固めて強固な砂杭を造成するこ
とができる。しかも、起振機及び内筒と往復駆動
装置とは、ロープによつて連動連結されているた
め、往復駆動装置を設置する場所及び個数等の設
計上の自由度が増し、これらによつて、装置製作
コストの大幅な低減化及び構造のコンパクト化を
期することができる大きな効果がある。
(Effects of the Invention) According to the present invention, the pulley that is reciprocated by the reciprocating drive device constitutes a so-called moving pulley, and therefore the maximum stroke of the vertical movement of the inner cylinder is twice or more than the maximum stroke of the reciprocating drive device. As a result, even if a small cylinder with a relatively short stroke or an air spring device is used as a reciprocating drive device, the inner cylinder can be moved up and down with a considerably long stroke. A strong sand pile can be created by sufficiently compacting the sand inside the outer cylinder. Moreover, since the exciter, the inner cylinder, and the reciprocating drive device are interlocked and connected by a rope, the degree of freedom in design, such as the location and number of reciprocating drive devices to be installed, is increased. This has the great effect of significantly reducing device manufacturing costs and making the structure more compact.

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

第1図は本発明砂杭造成装置の一実施例を示す
一部断面全体側面図、第2図は第1図の装置にお
ける連結装置の拡大斜視図、第3図は往復駆動装
置の他の実施例を示す第1図と同様の側面図、第
4図は連結装置の他の実施例を示す第1図と同様
の側面図である。 2……リーダ、3……昇降機枠、4……外筒、
5……起振機、6……内筒、7,7a……連結装
置、8……油圧シリンダ(往復駆動装置)、11
……滑車、14……ロープ、18……ホツパー、
36……エアばね装置(往復駆動装置)、43…
…滑車。
Fig. 1 is a partially cross-sectional overall side view showing one embodiment of the sand pile building device of the present invention, Fig. 2 is an enlarged perspective view of a coupling device in the device of Fig. 1, and Fig. 3 is an alternative reciprocating drive device. FIG. 4 is a side view similar to FIG. 1 showing an embodiment, and FIG. 4 is a side view similar to FIG. 1 showing another embodiment of the coupling device. 2...Leader, 3...Elevator frame, 4...Outer cylinder,
5... Exciter, 6... Inner cylinder, 7, 7a... Connection device, 8... Hydraulic cylinder (reciprocating drive device), 11
...pulley, 14...rope, 18...hopper,
36... Air spring device (reciprocating drive device), 43...
…pulley.

Claims (1)

【特許請求の範囲】[Claims] 1 下端部に砂投入用ホツパーを介して外筒を垂
下連設した昇降機枠を、リーダに昇降自在に装備
すると共に、この昇降機枠内に起振機を上下動自
在に配置し、この起振機の下端部には上記外筒内
に挿入した内筒の上端を固定し、且つこの起振機
と外筒とを一体的に連結し又はその連結を解除す
るための連結手段を設け、一方上記昇降機枠の所
要部に上記内筒を上下駆動するための往復駆動装
置を設置し、この往復駆動装置の可動部先端に滑
車を設け、この滑車及び昇降機枠所要部に固定的
に設けた滑車に連架させたロープの一端部を起振
機側に、また他端部を昇降機枠側にそれぞれ止着
してなることを特徴とする砂杭造成装置。
1. A leader is equipped with an elevator frame with an outer cylinder hanging down and connected to the lower end via a sand charging hopper, and an exciter is disposed within this elevator frame so as to be movable up and down. A connecting means is provided at the lower end of the machine for fixing the upper end of the inner cylinder inserted into the outer cylinder, and for integrally connecting or disconnecting the vibration exciter and the outer cylinder. A reciprocating drive device for driving the inner cylinder up and down is installed in a required part of the elevator frame, a pulley is provided at the tip of the movable part of the reciprocating drive device, and a pulley is fixedly installed in the pulley and the required part of the elevator frame. A sand pile construction device characterized in that one end of a rope connected to a rope is fixed to an exciter and the other end is fixed to an elevator frame.
JP9647983A 1983-05-30 1983-05-30 Sand pile former Granted JPS59220517A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9647983A JPS59220517A (en) 1983-05-30 1983-05-30 Sand pile former

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9647983A JPS59220517A (en) 1983-05-30 1983-05-30 Sand pile former

Publications (2)

Publication Number Publication Date
JPS59220517A JPS59220517A (en) 1984-12-12
JPS648128B2 true JPS648128B2 (en) 1989-02-13

Family

ID=14166184

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9647983A Granted JPS59220517A (en) 1983-05-30 1983-05-30 Sand pile former

Country Status (1)

Country Link
JP (1) JPS59220517A (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5820332B2 (en) * 1979-01-19 1983-04-22 マップエンジニアリング株式会社 Sand pile creation device
JPS57174521A (en) * 1981-04-20 1982-10-27 Nakatomi Kurimoto Sand pile former

Also Published As

Publication number Publication date
JPS59220517A (en) 1984-12-12

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