JPS5833329B2 - sand pile creation equipment - Google Patents
sand pile creation equipmentInfo
- Publication number
- JPS5833329B2 JPS5833329B2 JP15283580A JP15283580A JPS5833329B2 JP S5833329 B2 JPS5833329 B2 JP S5833329B2 JP 15283580 A JP15283580 A JP 15283580A JP 15283580 A JP15283580 A JP 15283580A JP S5833329 B2 JPS5833329 B2 JP S5833329B2
- Authority
- JP
- Japan
- Prior art keywords
- outer cylinder
- cylinder
- exciter
- shock absorber
- sand
- 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
Links
- 239000004576 sand Substances 0.000 title claims description 30
- 239000006096 absorbing agent Substances 0.000 claims description 30
- 230000035939 shock Effects 0.000 claims description 30
- 238000010276 construction Methods 0.000 description 8
- 230000005540 biological transmission Effects 0.000 description 4
- 230000003028 elevating effect Effects 0.000 description 4
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000000644 propagated effect Effects 0.000 description 1
- 230000001902 propagating effect Effects 0.000 description 1
Landscapes
- 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するもので、その目
的とするところは、外筒中の砂を締固めする内筒を長ス
トロークで上下動させることができて強固な砂杭が得ら
れると共に作業性の向上を図ることのできる砂杭造成装
置を提供するにある。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 the soft ground. To provide a sand pile making device capable of moving an inner cylinder to be hardened up and down with a long stroke to obtain a strong sand pile and improving workability.
以下本発明の実施例を図面に基いて説明すると、第1図
は砂杭造成装置の全体図を示しており、この装置は、長
尺状の外筒1と、この外筒1の上端より上方へ立設した
複数本の支柱2と、これらの支柱2に昇降自在に装備し
た起振動3と、上記外筒1中に挿入垂下させてあって上
端を起振機3の下端に固定しである内筒4と、上記外筒
1の上端側と起振機3の下端側との間に介設した油圧シ
リンダ5及びショックアブソーバ6と、上記各支柱2の
途中に介装した別のショックアブソーバ7とを備えてい
る。Hereinafter, embodiments of the present invention will be described based on the drawings. FIG. 1 shows an overall view of a sand pile construction device, and this device includes a long outer cylinder 1 and an upper end of the outer cylinder 1. A plurality of struts 2 erected upward, a vibrator 3 mounted on these struts 2 so as to be able to rise and fall freely, and an excitation machine 3 which is inserted into the outer cylinder 1 and suspended, and its upper end is fixed to the lower end of the vibrator 3. an inner cylinder 4, a hydraulic cylinder 5 and a shock absorber 6 interposed between the upper end side of the outer cylinder 1 and the lower end side of the exciter 3; It is equipped with a shock absorber 7.
上記外筒1は円筒形を威しており、この外筒1の上端に
同じく円筒形状で外筒1より径大の短管8を固定し、こ
の短管8の左右両側に夫々砂投入用のホッパー9を固定
すると共に、このホッパー9を短管8及び外筒1に連通
させる。The outer cylinder 1 has a cylindrical shape, and a short pipe 8, which is also cylindrical and has a larger diameter than the outer cylinder 1, is fixed to the upper end of the outer cylinder 1, and the left and right sides of the short pipe 8 are used for charging sand, respectively. A hopper 9 is fixed, and the hopper 9 is communicated with the short pipe 8 and the outer cylinder 1.
上記短管8の上端には長方形状の固定板10を載置固定
し、この固定板10の4同部に、前記各支柱2が夫々外
筒1の軸方向に沿って上方へ延びるように立設固定して
あり、これらの支柱2には固定板10とじ長方形状の昇
降板11を昇降自在に装着し、この昇降板11上に前記
機振機3を搭載する。A rectangular fixing plate 10 is mounted and fixed on the upper end of the short tube 8, and each of the pillars 2 is arranged at the same part of the fixing plate 10 so as to extend upward along the axial direction of the outer cylinder 1. These columns 2 are fixedly erected, and a rectangular lifting plate 11 with a fixing plate 10 is attached to these pillars 2 so as to be movable up and down, and the vibration machine 3 is mounted on this lifting plate 11.
そして第1図及び第2図を参照して明らかなように上記
短管8を挾んでその前後両側に油圧シリンダ5゜5を竪
に配し、各油圧シリンダ5のシリンダケース5aを、固
定板10の裏面側に固定すると共に、ピストンロッド5
bを、固定板10を貫通して上方へ突出せしめる。As is clear from FIGS. 1 and 2, hydraulic cylinders 5.5 are arranged vertically on both front and rear sides of the short pipe 8, and the cylinder case 5a of each hydraulic cylinder 5 is mounted on a fixed plate. 10, and the piston rod 5
b penetrates the fixed plate 10 and projects upward.
一方、前記昇降板11の下面側における上記油圧シリン
ダ5,5と夫々対向する位置にショックアブソーバ6.
6を配し、各ショックアブソーバ6の上端部を昇降板1
1の下面側に固定すると共に、各ショックアブソーバ6
の下端部を、対応する油圧シリンダ5のピストンロッド
5b先端部に連結固定する。On the other hand, a shock absorber 6.
6, and the upper end of each shock absorber 6 is connected to the lifting plate 1.
1, and each shock absorber 6
The lower end of the hydraulic cylinder 5 is connected and fixed to the tip of the piston rod 5b of the corresponding hydraulic cylinder 5.
前記各ショックアブソーバ6は第3図に示すように、い
わゆるエアばねよりなるもので、円形状の上部端板12
と、ゴムなどの弾性部材により蛇腹状に形成したベロー
ズ13と、このベローズ13の各凹条部に嵌合した複数
個のクッションリング14と、円形状の下部端板15と
を備えている。As shown in FIG. 3, each of the shock absorbers 6 is composed of a so-called air spring, and has a circular upper end plate 12.
, a bellows 13 formed in a bellows shape from an elastic member such as rubber, a plurality of cushion rings 14 fitted in respective grooves of the bellows 13, and a circular lower end plate 15.
上記端板1215の各−面にはベローズ13の端部を密
着係合する係合爪12a、15aを夫々環状に突設する
。Engagement pawls 12a and 15a are provided on each side of the end plate 1215 in an annular shape to tightly engage the ends of the bellows 13, respectively.
このショックアブソーバ6の取付けにあたっては、ベロ
ーズ13(7)上下l1IEil端に端板12.15を
装着し、上部端板12を昇降板11の下面にボルト・ナ
ツト(図外)で取付は固定し、また下部端板15を、油
圧シリンダ5のピストンロッド5b先端に固着した円形
状の連結板16にボルト・ナツト17で連結固定し、更
にこれらの下部端板15、連結板16に立設固定した複
数本のガイド棒18を夫々ガイドスリーブ19を介して
固定板10に貫挿せしめる。When installing this shock absorber 6, attach the end plates 12.15 to the upper and lower l1IEil ends of the bellows 13 (7), and fix the upper end plate 12 to the lower surface of the lifting plate 11 with bolts and nuts (not shown). In addition, the lower end plate 15 is connected and fixed to a circular connecting plate 16 fixed to the tip of the piston rod 5b of the hydraulic cylinder 5 with bolts and nuts 17, and the lower end plate 15 and the connecting plate 16 are fixed in an upright manner. The plurality of guide rods 18 are inserted through the fixed plate 10 through the guide sleeves 19, respectively.
また、図示は省略するが、ショックアブソーバ6の例え
ば上部端板12側に設けたエア流通用透f−Lにエア流
通管を接続し、このエア流通管に設けた送気口と排気口
とにコンプレッサーからのエアホースを接続しておき、
そしてこのショックアブソーバ6の使用においてはベロ
ーズ13内に加圧エアを充填してこのベローズ13を常
に伸長状態に保持しておく。Although not shown, an air circulation pipe is connected to the air circulation hole f-L provided on the upper end plate 12 side of the shock absorber 6, and an air supply port and an exhaust port provided on this air circulation pipe are connected. Connect the air hose from the compressor to
When the shock absorber 6 is used, the bellows 13 is filled with pressurized air to keep the bellows 13 in an extended state at all times.
このショックアブソーバ6は起振機3による強制振動が
油圧シリンダ5に伝播するのを防止する作用をなすもの
である。This shock absorber 6 serves to prevent forced vibrations caused by the exciter 3 from propagating to the hydraulic cylinder 5.
前記内筒4は円筒形を威していて、この内筒4の上端を
前記昇降板11の下面中央に固定すると共に、この内筒
4の上端部より下方に亘る部分を第1図で明らかなよう
に短管8及び外筒1中に垂下させたものである。The inner tube 4 has a cylindrical shape, and the upper end of the inner tube 4 is fixed to the center of the lower surface of the elevating plate 11, and the portion extending downward from the upper end of the inner tube 4 is clearly shown in FIG. It is made to hang down into the short pipe 8 and the outer cylinder 1 as shown in FIG.
この内筒4は、起振機3による強制振動を昇降板11を
通じて受けてそれ自体上下振動を行なうと共に、油圧シ
リンダ5の作動ニよるピストンロッド5bの上下往復動
に伴って上記の上下振動とは別個の上下運動を行なうよ
うになっている。This inner cylinder 4 receives forced vibration from the vibrator 3 through the elevating plate 11 to vibrate vertically, and also generates the above-mentioned vertical vibration due to the vertical reciprocating movement of the piston rod 5b due to the operation of the hydraulic cylinder 5. are designed to perform separate up and down movements.
そして、この内筒4と前記外筒1側との間には、油圧シ
リンダ5のピストンロッド5bが所定のストロークの上
限位置に達したとき互いに当接係合して内筒4と外筒1
とを一体化し、それによって起振機3の振動を外筒1に
伝えるための振動伝達手段を介設している。When the piston rod 5b of the hydraulic cylinder 5 reaches the upper limit position of the predetermined stroke, the inner cylinder 4 and the outer cylinder 1 are in abutment engagement with each other.
A vibration transmitting means for transmitting the vibration of the exciter 3 to the outer cylinder 1 is provided.
この振動伝達手段は第1図に概略示し又第4図に具体的
に示すように、例えば内筒4の上部所要位置に取付は固
定した環状の係止部材20及びこれに嵌装した弾性リン
グ21と、油圧シリンダ5のピストンロッド5bが所定
ストロークの上限に来たときリング21を介して上記係
止部材20と当接係合しうるように例えば短管8の内側
所思部に設けた環状のストッパ一部材22とよりなり、
係止部材20がストッパ一部材22に突き当たって係止
されることによって起振機3による強制振動は昇降板1
1を経て内筒4に伝わり、この内筒4から上記伝達手段
を通じて短管8より外筒1を強制的に上下振動せしめる
。As shown schematically in FIG. 1 and specifically shown in FIG. 4, this vibration transmitting means includes, for example, an annular locking member 20 fixedly attached to a predetermined position on the upper part of the inner cylinder 4, and an elastic ring fitted therein. 21 is provided, for example, on the inner side of the short pipe 8 so that it can abut and engage with the locking member 20 via the ring 21 when the piston rod 5b of the hydraulic cylinder 5 reaches the upper limit of a predetermined stroke. It consists of an annular stopper member 22,
When the locking member 20 collides with the stopper member 22 and is locked, the forced vibration caused by the vibrator 3 is applied to the elevating plate 1.
1 to the inner cylinder 4, and from the inner cylinder 4 through the above-mentioned transmission means, the short pipe 8 forcibly causes the outer cylinder 1 to vibrate vertically.
従って、振動伝達手段が非係合状態にあるときには起振
機3の振動は外筒1に伝わらないことになる。Therefore, when the vibration transmitting means is in the disengaged state, the vibration of the exciter 3 is not transmitted to the outer cylinder 1.
また換言すれば油圧シリンダ5が上限位置にあるとき以
外は外筒1は強制振動を受けない。In other words, the outer cylinder 1 is not subjected to forced vibration except when the hydraulic cylinder 5 is at the upper limit position.
尚、外筒1の強制振動の時期及び継続期間等は油圧シリ
ンダ5の給油、排油を適宜制御してやることにより所望
に設定できる。Incidentally, the timing and duration of the forced vibration of the outer cylinder 1 can be set as desired by appropriately controlling the oil supply and oil drain of the hydraulic cylinder 5.
前記各支柱2に介設した別のショックアブソーバ7は、
第5図に示すように、支柱2の上端に中空円筒管23の
下端を固定し、この円筒管23の上端から該円筒管23
中に軸部材24を昇降自在に挿入し、この軸部材24下
端にスプリング受け25を取付け、このスプリング受け
25と上記円筒管23との間に圧縮コイルスプリング2
6を介装してなるものである。Another shock absorber 7 interposed on each of the pillars 2 is
As shown in FIG. 5, the lower end of the hollow cylindrical tube 23 is fixed to the upper end of the support column 2, and
A shaft member 24 is inserted into the shaft member 24 so as to be freely raised and lowered, a spring receiver 25 is attached to the lower end of the shaft member 24, and a compression coil spring 2 is inserted between the spring receiver 25 and the cylindrical tube 23.
6 is inserted.
尚、上記各軸部材24の上端相互は連結部材27により
連結し、この連結部材27上にシーブ28を取付ける(
第11図参照)。The upper ends of each shaft member 24 are connected to each other by a connecting member 27, and a sheave 28 is attached on this connecting member 27 (
(See Figure 11).
第6図は前述したショックアブソーバ6の別実施例を示
すもので、コイルスプリング手段よりなるショックアブ
ソーバ29を示す。FIG. 6 shows another embodiment of the shock absorber 6 described above, and shows a shock absorber 29 made of coil spring means.
このショックアブソーバ29は、油圧シリンダ5のピス
トンロッド5bの上端部を上方へ延長して該ロッド5b
より径小のガイドロッド部30を形成し、このガイドロ
ッド部30下部のねじ部にスプリング受け31を挿通し
てその上下両側に螺装したナツト32.33により該ス
プリング受け31を固定し、ガイドロッド部30の上部
に摺動可能に挿通した上スプリング受け34を昇降板1
1下面に図外ボルト・ナツトで固定すると共に、この上
スプリング受け34と下スプリング受け31とを内コイ
ルスプリング35及び外コイルスプリング36により連
結し、そしてガイドロッド部30先端部をガイドスリー
ブ37を介して昇降板11に摺動自在に貫挿してなるも
ので、このショックアブソーバ29の機能は前述のエア
はねよりなるショックアブソーバ6と同様である。This shock absorber 29 extends upward from the upper end of the piston rod 5b of the hydraulic cylinder 5 to
A guide rod part 30 with a smaller diameter is formed, a spring receiver 31 is inserted into the threaded part at the bottom of this guide rod part 30, and the spring receiver 31 is fixed with nuts 32 and 33 screwed on both upper and lower sides of the guide rod part 30. The upper spring receiver 34, which is slidably inserted into the upper part of the rod part 30, is attached to the lifting plate 1.
1, the upper spring receiver 34 and the lower spring receiver 31 are connected by an inner coil spring 35 and an outer coil spring 36, and a guide sleeve 37 is connected to the tip of the guide rod section 30. The shock absorber 29 is slidably inserted into the elevating plate 11 via a shock absorber 29, and the function of this shock absorber 29 is similar to that of the shock absorber 6 made of an air spring described above.
前記外筒1の下端部には該外筒1を貫いてその内方へ突
出するジェットノズル38を固設し、且つ外筒1外側面
にジェットエア送給パイプ39を該外筒1の軸方向に配
設固定し、このパイプ39の下端をジェットノズル38
に連結すると共に、上記パイプ39の上端に図外コンプ
レッサーからのエアホース等を連結し、ジェットノズル
38からのジェットエアが外筒1の下端部内に噴射され
るように構成している。A jet nozzle 38 that penetrates the outer cylinder 1 and projects inward is fixedly installed at the lower end of the outer cylinder 1, and a jet air supply pipe 39 is installed on the outer surface of the outer cylinder 1 so that the jet air supply pipe 39 is connected to the axis of the outer cylinder 1. The lower end of this pipe 39 is connected to the jet nozzle 38.
At the same time, an air hose or the like from a compressor (not shown) is connected to the upper end of the pipe 39, so that jet air from the jet nozzle 38 is injected into the lower end of the outer cylinder 1.
次に、上述のような構成よりなる砂杭造成装置による施
工作業につき第7図を参照して説明する。Next, construction work using the sand pile construction apparatus having the above-mentioned configuration will be explained with reference to FIG. 7.
(イ)先ず、本砂杭造成装置をシーブ28を介して図外
ワイヤーにより図外リーダに吊持し、これを改良すべき
軟弱地盤Gの所定位置に位置させる。(a) First, the sand pile making device is suspended from a leader (not shown) via a sheave 28 by a wire (not shown), and is positioned at a predetermined position on the soft ground G to be improved.
次いで、各内筒駆動用油圧シリンダ5を作動すせてその
ピストンロッド5bを上限位置へ上昇させることにより
、振動伝達手段20゜22を係合状態にして、起振機3
と外筒1とを一体化し、起振機3を作動させることによ
り、起振機3の上下方向の強制振動を外筒1及び円筒4
に伝え、これら外筒1、内筒4を地盤G中に貫入せしめ
る。Next, by operating each inner cylinder driving hydraulic cylinder 5 to raise its piston rod 5b to the upper limit position, the vibration transmitting means 20 and 22 are brought into engagement, and the vibration exciter 3 is brought into engagement.
By integrating the outer cylinder 1 and the outer cylinder 1 and operating the exciter 3, forced vibration in the vertical direction of the exciter 3 can be applied to the outer cylinder 1 and the cylinder 4.
The outer cylinder 1 and the inner cylinder 4 are made to penetrate into the ground G.
この間、油圧シリンダ5は上限位置に保持されている。During this time, the hydraulic cylinder 5 is held at the upper limit position.
またこのとき、ショックアブソーバ6は起振機3から昇
降板11を通って油圧シリンダ5へ伝播しようとする振
動を吸収するため、油圧シリンダ5には振動は伝わらず
、それによって油圧シリンダ5を損傷するおそれがなく
、また、支柱2の途中に設けたショックアブソーバ7は
、起振機3から固定板10及び支柱2を介して伝播した
振動を吸収し、従って外筒1貫入時中、機振機3の振動
がり−ダに伝わるようなことはない。Also, at this time, the shock absorber 6 absorbs the vibrations that try to propagate from the exciter 3 to the hydraulic cylinder 5 through the lifting plate 11, so the vibrations are not transmitted to the hydraulic cylinder 5, thereby damaging the hydraulic cylinder 5. In addition, the shock absorber 7 provided in the middle of the support column 2 absorbs the vibration propagated from the vibration exciter 3 via the fixed plate 10 and the support column 2, and therefore, the mechanical vibration is suppressed during the penetration of the outer cylinder 1. There is no possibility that vibrations from machine 3 will be transmitted to the machine.
(ロ)外筒1を地盤G中に所定深さまで貫入させた後、
ホッパー9より砂を外筒1内に投入する。(b) After penetrating the outer cylinder 1 into the ground G to a predetermined depth,
Sand is thrown into the outer cylinder 1 from the hopper 9.
(/ラ それから、油圧シリンダ5の上限位置保持を
解除してピストンロッド5bを下降させながら振動伝達
手段を非保合状態となし、それによって起振機3と外筒
1との縁を切り、起振機3からの振動が外筒1に伝わら
ないようにする。(/ra) Next, the holding of the upper limit position of the hydraulic cylinder 5 is released and the piston rod 5b is lowered to bring the vibration transmission means into a non-coupled state, thereby cutting the edge between the exciter 3 and the outer cylinder 1. To prevent vibrations from an exciter 3 from being transmitted to an outer cylinder 1.
そして内筒4のみを機振機3にて上下振動させる一方、
油圧シリンダ5のストロークの上限位置を当初の位置よ
り若干下位に設定して振動伝達手段が係合状態とならな
い程度にピストンロッド5bをその設定ストロークで昇
降させ、それによって内筒4を起振機3による上下振動
とは別個に上下動させる。Then, while only the inner cylinder 4 is vibrated vertically by the vibration machine 3,
The upper limit position of the stroke of the hydraulic cylinder 5 is set slightly lower than the initial position, and the piston rod 5b is raised and lowered at the set stroke to such an extent that the vibration transmitting means is not engaged, thereby causing the inner cylinder 4 to act as an exciter. The vertical movement is performed separately from the vertical vibration in step 3.
すると、外筒1の周囲の地盤Gが外筒1により攪拌され
ずに保護されると共に、外筒1甲の砂が内筒4により突
き固められなから外筒1の先端から押し出される。Then, the ground G around the outer cylinder 1 is protected from being stirred by the outer cylinder 1, and the sand on the upper side of the outer cylinder 1 is not tamped by the inner cylinder 4 and is pushed out from the tip of the outer cylinder 1.
この場合、内筒4の上下動は油圧シリンダ5のピストン
ロッド5bの往復運動によって行なわせるので、内筒4
の上下動のストロークを十分長くとることができる。In this case, since the vertical movement of the inner cylinder 4 is performed by the reciprocating movement of the piston rod 5b of the hydraulic cylinder 5, the inner cylinder 4
The vertical stroke of the can be made sufficiently long.
従って、内筒4は外筒1中に締固めた砂をさらに十分に
突き固めることができ、しかも外筒1中の締固めた砂を
一度に大量に押出すことができ、作業性が向上される。Therefore, the inner cylinder 4 can more fully tamp down the compacted sand in the outer cylinder 1, and can also push out a large amount of the compacted sand in the outer cylinder 1 at once, improving work efficiency. be done.
そして、内筒4で外筒1中の砂を締め固めながら、外筒
1を徐々に引き抜く、このようにすることにより、砂の
出が良<、シかも外筒1の引き抜きを止める心安がない
ので作業能率を向上させることができる。Then, while the sand in the outer cylinder 1 is being compacted with the inner cylinder 4, the outer cylinder 1 is gradually pulled out.By doing this, the sand comes out well and there is no need to worry about pulling out the outer cylinder 1. Since there is no need for this, work efficiency can be improved.
また、ジェットノズル38からエアを噴射させれば、砂
が外筒1の先端から押し出され、前記内筒4の押し出し
、突き固めと相俟ってさらに強固な砂杭を早く造成する
ことができる。Furthermore, by injecting air from the jet nozzle 38, the sand is pushed out from the tip of the outer cylinder 1, and together with the extrusion and tamping of the inner cylinder 4, a stronger sand pile can be created quickly. .
ざらに外筒1が最初のうち容易に引き抜けなかったなら
ば、油圧シリンダ5のピストンロッド5bを当初の最上
限位置まで上昇させて振動伝達手段を係合状態にさせる
ことによって外筒1と起振機3とを一体化して外筒1に
振動を伝えることにより、外筒1の周囲の地盤Gの抵抗
が減少し、外筒1を引き抜くことができる。Roughly speaking, if the outer cylinder 1 cannot be pulled out easily at first, the piston rod 5b of the hydraulic cylinder 5 is raised to the original maximum position and the vibration transmitting means is engaged. By integrating the vibration exciter 3 and transmitting vibrations to the outer cylinder 1, the resistance of the ground G around the outer cylinder 1 is reduced, and the outer cylinder 1 can be pulled out.
そして、外筒1を若干(1〜2扉位)引き抜いたならば
、再び油圧シリンダ5の上限位置を若干下位に調整して
外筒1と機振機3との縁を切った状態で、内筒4で砂を
締め固めながら外筒1を引き抜く。Then, after pulling out the outer cylinder 1 a little (about 1 to 2 doors), adjust the upper limit position of the hydraulic cylinder 5 slightly lower again and cut the edge between the outer cylinder 1 and the vibration machine 3. The outer cylinder 1 is pulled out while compacting the sand with the inner cylinder 4.
尚、振動伝達手段が保合状態とならない程度に(即ち、
外筒1と起縁機3とが一体化しない状態で)内筒4を油
圧シリンダ5により上下往復動させる場合における油圧
シリンダ5の上限位置の調整は油圧シリンダ5を操作す
る適当な油圧制御装置(図示省略)によって行なわせる
。In addition, the vibration transmission means should be kept in a stable state (i.e.,
When the inner cylinder 4 is reciprocated up and down by the hydraulic cylinder 5 (in a state where the outer cylinder 1 and the edger 3 are not integrated), the upper limit position of the hydraulic cylinder 5 can be adjusted using an appropriate hydraulic control device that operates the hydraulic cylinder 5. (not shown).
に)上述のようにして軟弱地盤G甲に強固な砂杭が造成
されるわけである。) As described above, strong sand piles are constructed on the soft ground G.
以上の実施例の説明からも明らかなように、本発明の砂
杭造成装置は、起振機の下端と外筒の下端とを、ショッ
クアブソーバを介して複数の内筒駆動用油圧シリンダに
より連結したものであるから、長ストローク油圧シリン
ダにより内筒を長ストロークで上下動させることができ
、そのため外筒中の締固めた砂をさらに強力に突き固め
ることができるうえ、外筒中の締固めた砂を一度に大量
に押出すことができ、従って強固な砂杭が得られると共
に、砂杭造成作業の作業性の向上が図られる。As is clear from the description of the embodiments above, in the sand pile construction device of the present invention, the lower end of the exciter and the lower end of the outer cylinder are connected via a shock absorber to a plurality of hydraulic cylinders for driving the inner cylinder. Therefore, the inner cylinder can be moved up and down with a long stroke using a long stroke hydraulic cylinder, which makes it possible to compact the compacted sand in the outer cylinder even more strongly. It is possible to extrude a large amount of sand at once, and therefore a strong sand pile can be obtained, and the workability of the sand pile construction work can be improved.
また、起振機側にはショックアブソーバを配設し、この
ショックアブソーバと油圧シリンダとを連結させている
ので、起振機の強制振動がこのショックアブソーバで吸
収されて油圧シリンダに伝わることがなく、そのため油
圧シリンダが損傷を受けたり操作性を損ったりするおそ
れがない。In addition, a shock absorber is installed on the exciter side, and this shock absorber is connected to the hydraulic cylinder, so the forced vibration of the exciter is absorbed by the shock absorber and is not transmitted to the hydraulic cylinder. Therefore, there is no risk of damage to the hydraulic cylinder or loss of operability.
図面は本発明の砂杭造成装置の一実施例を示すもので、
第1図は砂杭造成装置の一部断面正面図、第2図は第1
図のI−I線拡大断面図、第3図は油圧シリンダと連結
しているショックアブソーバの拡大縦断面図、第4図は
振動伝達手段を示す断面説明図、第5図は支柱に設けた
ショックアブソーバの拡大縦断面図、第6図は第3図に
示すショックアブソーバの他の例を示す拡大縦断面図、
第7図イ、口、ハ、二は砂杭造成装置の施工作業を示す
説明図である。
1・・・・・・外筒、2・・・・・・支柱、3・・・・
・・起振機、4・・・・・・内筒、5・・・・・・内筒
駆動用油圧シリンダ、5a・・・・・・シリンダケース
、5b・・・・・・ピストンロッド、6・・・・・・シ
ョックアブソーバ、9・・・・・・砂投入用ホッパー、
10・・・・・・固定板、11・・・・・・昇降板。The drawing shows one embodiment of the sand pile construction device of the present invention.
Figure 1 is a partial cross-sectional front view of the sand pile making equipment, and Figure 2 is the
Fig. 3 is an enlarged longitudinal sectional view of the shock absorber connected to the hydraulic cylinder, Fig. 4 is a cross-sectional explanatory view showing the vibration transmission means, and Fig. 5 is an enlarged cross-sectional view of the shock absorber connected to the hydraulic cylinder. An enlarged vertical cross-sectional view of the shock absorber; FIG. 6 is an enlarged vertical cross-sectional view showing another example of the shock absorber shown in FIG. 3;
Figures 7A, 7B, 7C and 7B are explanatory diagrams showing the construction work of the sand pile making device. 1...Outer tube, 2...Strut, 3...
... Exciter, 4 ... Inner cylinder, 5 ... Hydraulic cylinder for driving the inner cylinder, 5a ... Cylinder case, 5b ... Piston rod, 6...Shock absorber, 9...Sand charging hopper,
10... Fixed plate, 11... Lifting plate.
Claims (1)
この外筒の上端より上方へ支柱を立設し、この支柱に起
振機を昇降自在に装備し、この起振機の下端には外筒に
挿入した内筒の上端を固定すると共に、この起振機の下
端と上記外筒の上端とを、夫々起振機側に配したショッ
クアブソーバ−を介して複数の油圧シリンダにより連結
し、この油圧シリンダの作動により上記起振機及び内筒
を上下動させるように構成してなる砂杭造成装置。1 A hopper for feeding sand is provided at the upper end of the outer cylinder, and
A support is erected above the upper end of this outer cylinder, and an exciter is installed on this support so as to be able to rise and fall freely.The upper end of the inner cylinder inserted into the outer cylinder is fixed to the lower end of this exciter. The lower end of the exciter and the upper end of the outer cylinder are connected by a plurality of hydraulic cylinders via shock absorbers respectively disposed on the exciter side, and the actuation of the hydraulic cylinders causes the exciter and the inner cylinder to be connected. A sand pile creation device configured to move up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15283580A JPS5833329B2 (en) | 1980-10-29 | 1980-10-29 | sand pile creation equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15283580A JPS5833329B2 (en) | 1980-10-29 | 1980-10-29 | sand pile creation equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5777715A JPS5777715A (en) | 1982-05-15 |
| JPS5833329B2 true JPS5833329B2 (en) | 1983-07-19 |
Family
ID=15549165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15283580A Expired JPS5833329B2 (en) | 1980-10-29 | 1980-10-29 | sand pile creation equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5833329B2 (en) |
-
1980
- 1980-10-29 JP JP15283580A patent/JPS5833329B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5777715A (en) | 1982-05-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20030021637A1 (en) | Pile apparatus and construction process of placing concrete pile in ground | |
| TWI911159B (en) | Pile-driver assembly, control system and method of driving a pile into ground | |
| GB2254638A (en) | Concrete pile | |
| CN101761081A (en) | Construction method and equipment of holding and pressing type static-pressure driven cast-in-place pile | |
| CN110331712B (en) | Road and bridge construction pavement maintenance device | |
| JPS5833329B2 (en) | sand pile creation equipment | |
| US3526283A (en) | Pile driver | |
| EP0441077A1 (en) | Method for making piles cast in the ground and forming tube to be used in said method | |
| KR101415250B1 (en) | Free fall type reactive device and pile construction method therewith | |
| JPS5810528B2 (en) | sand pile creation equipment | |
| JPS5820332B2 (en) | Sand pile creation device | |
| RU2158803C2 (en) | Installation for vibration tamping of piles in ground | |
| CN106884429B (en) | Precast pile construction method | |
| JPH05306518A (en) | Excavator for steel tubular pile and construction of steel tubular pile | |
| CN114108631B (en) | Vibrator for gravity grouting and gravity grouting method | |
| CN211446920U (en) | Fixing device for building piling | |
| JPS5836123B2 (en) | sand pile creation equipment | |
| GB2175033A (en) | In-situ casting of concrete piles | |
| DE594038C (en) | Method and device for the production of location posts | |
| CN217580093U (en) | Vibration concrete pile pouring construction device | |
| CN217378840U (en) | Practical small-scale vibrating rammer for foundation rammer | |
| JPS638243B2 (en) | ||
| US2367890A (en) | Hydraulic pile driving apparatus | |
| KR101984692B1 (en) | Constructing method and apparatus for pre-tension micro pile | |
| JPS5876611A (en) | Multistage pushing-in pile and pushing-in method |