JP2005090035A - Plastic board drain driving machine - Google Patents
Plastic board drain driving machine Download PDFInfo
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- JP2005090035A JP2005090035A JP2003322741A JP2003322741A JP2005090035A JP 2005090035 A JP2005090035 A JP 2005090035A JP 2003322741 A JP2003322741 A JP 2003322741A JP 2003322741 A JP2003322741 A JP 2003322741A JP 2005090035 A JP2005090035 A JP 2005090035A
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- 210000000078 claw Anatomy 0.000 claims abstract description 31
- 230000007704 transition Effects 0.000 claims description 6
- 230000035515 penetration Effects 0.000 abstract description 19
- 238000005192 partition Methods 0.000 abstract 3
- 238000009825 accumulation Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
Description
本発明は、軟弱地盤の改良に用いられるプラスチックボードドレンの打設機に関するものである。 The present invention relates to a plastic board drain placing machine used for improving soft ground.
軟弱地盤にプラスチックボードドレンを打設し、地盤中の水分を該プラスチックボードドレンを通じて排出して地盤を改良することが行われている。
図1に示す如く、プラスチックボードドレン打設機(1)は、自走台車(11)にタワー(12)を立設し、タワー(12)の下部にケーシング打込み装置(2)を具えている。
従来のケーシング打込み装置(2)は、図9に示す如く、ケーシング(8)の移行路を挟んで対向配備され互いに接近離間可能なクランプ爪(37)(37)と、該クランプ爪を互いに接近させてケーシング(8)をクランプするクランプ用シリンダ(36)(36)と、クランプ用シリンダ(36)を昇降させる圧入用シリンダ(31)とによって構成される(特許文献1)。
A plastic board drain is placed on a soft ground, and water in the ground is discharged through the plastic board drain to improve the ground.
As shown in FIG. 1, the plastic board drain driving machine (1) has a tower (12) standing on a self-propelled carriage (11) and a casing driving device (2) below the tower (12). .
As shown in FIG. 9, the conventional casing driving device (2) is provided with clamp claws (37) and (37) which are arranged opposite to each other across the transition path of the casing (8) and are close to each other, and the clamp claws approach each other. The clamping cylinders (36) and (36) for clamping the casing (8), and the press-fitting cylinder (31) for raising and lowering the clamping cylinder (36) (Patent Document 1).
ケーシング(8)を両クランプ爪(37)(37)でクランプし、圧入用シリンダ(31)によってクランプ爪(37)(37)を下降させる。
ケーシング(2)は圧入用シリンダ(31)のストローク分だけ地盤に打ち込まれる。
ケーシング(8)に対するクランプを解除した状態で、圧入用シリンダ(31)によってクランプ爪(37)(37)を元位置まで上昇させ、再びクランプ爪(37)(37)でケーシング(8)をクランプする。
上記動作を繰り返して、ケーシング(8)を地盤の所定深さまで打ち込むのである。
The casing (8) is clamped by both clamp claws (37) and (37), and the clamp claws (37) and (37) are lowered by the press-fitting cylinder (31).
The casing (2) is driven into the ground for the stroke of the press-fitting cylinder (31).
With the clamp on the casing (8) released, the clamping claws (37) and (37) are raised to the original position by the press-fit cylinder (31), and the casing (8) is clamped again by the clamping claws (37) and (37) To do.
The above operation is repeated to drive the casing (8) to a predetermined depth of the ground.
上記、ケーシング打込み装置(2)の圧入用シリンダ(31)が如何に高出力であっても、ケーシング(8)の地盤への貫入抵抗が大きい場合、反力によってプラスチックボードドレン打設機(1)自体が地盤から持ち上がり、転倒する等の危険があった。
従って、プラスチックボードドレン打設機(1)の重量に打ち勝つほど高出力の圧入用シリンダ(31)を配備しても、無意味であった。
そこで、従来は、ケーシング(8)を打設する前に、振動によって型鋼を打ち込んで先行貫入を行い、硬質層に孔を明けてからケーシング(8)の打設を行っている。この工法では作業能率が悪い上、先行貫入の際の振動や騒音を発する問題があった。
Therefore, it was meaningless to provide a press-fit cylinder (31) with a high output enough to overcome the weight of the plastic board drain placing machine (1).
Therefore, conventionally, before casting the casing (8), the steel plate is driven by vibration to perform advance penetration, and after the hole is made in the hard layer, the casing (8) is driven. In this method, work efficiency is poor, and there is a problem of generating vibration and noise at the time of preceding penetration.
本発明は、ケーシングの地盤への貫入抵抗が大きくても、型鋼による先行貫入をすることなく、ケーシングの打込みを可能となすことを課題とする。 Even if the penetration resistance to the ground of a casing is large, this invention makes it a subject to enable driving | running | working of a casing, without carrying out prior penetration by a shape steel.
本発明のプラスチックボードドレン打設機(1)は、台車(11)上にケーシング打込み装置(2)を配備し、プラスチックボードドレン(9)を挿入したケーシング(8)をケーシング打込み装置(2)によって地盤に打ち込むプラスチックボードドレン打設機(1)において、ケーシング打込み装置(2)は、ケーシングの移行路を挟んで配備され互いに接近離間可能なクランプ爪(37)(37)と、該クランプ爪を昇降させる圧入用シリンダ(31)と、該圧入用シリンダ(31)に連繋した油圧発生装置(5)とによって構成され、圧入用シリンダ(31)にケーシン打込み方向の力を得るための作業油を送る流路(51)には蓄圧部(6)が設けられ、該流路(51)の蓄圧部(6)と圧入用シリンダ(31)との間には、蓄圧部(6)側に仕切弁(7)、圧入用シリンダ(31)側に逃し弁(71)が配備されている。 The plastic board drain placing machine (1) according to the present invention is provided with a casing driving device (2) on a carriage (11), and the casing (8) into which the plastic board drain (9) is inserted is used as the casing driving device (2). In the plastic board drain driving machine (1) driven into the ground by means of the casing driving device (2), clamp claws (37) and (37) which are arranged across the transition path of the casing and can be approached and separated from each other, and the clamp claws Working oil for obtaining a force in the caulking direction in the press-fitting cylinder (31). The press-fitting cylinder (31) and a hydraulic pressure generator (5) connected to the press-fitting cylinder (31). A pressure accumulating section (6) is provided in the flow path (51) for sending the gas, and the pressure accumulating section (6) side is provided between the pressure accumulating section (6) and the press-fitting cylinder (31) of the flow path (51). A relief valve (71) is provided on the gate valve (7) and the press-fitting cylinder (31) side.
ケーシング打設中に貫入抵抗が大きくなった場合、仕切弁(7)を閉じると共に逃し弁(71)を開く。圧入用シリンダ(31)への作業油の流れは仕切弁(7)によって遮断され、作業油は蓄圧部(6)に貯まって蓄圧される。
仕切弁(7)と圧入用シリンダ(31)間の流路(51)の作業油は、逃し弁(71)から排除される。
次に逃し弁(71)を閉じると共に仕切弁(7)を開くと、上記蓄圧によって作業油が急速に圧入用シリンダ(31)に流入し、圧入用シリンダ(31)内の圧力が急激に上昇する。このためケーシング(8)に下向きの急速荷重が作用する。急速荷重は理論上は、物体重量、即ちブラスチックボードドレン打設機の重量の2倍であるから、貫入抵抗の大きな硬質層に対しても、該打設機を浮き上がらせることなく、ケーシング(8)を貫入させることができるのである。
従来の様に、ケーシング(8)を打設する前に、振動によって地盤に型鋼を打込む先行貫入を行って硬質層に孔を明ける手間は不要であり、ケーシング(8)の打設を能率的に行なうことができる。又、先行貫入のための重機は不要であり、プラスチックボードドレン打設のためのコストを低減できる。又、先行貫入の際の振動や騒音の問題も生じない。
When the penetration resistance increases during casing placement, the gate valve (7) is closed and the relief valve (71) is opened. The flow of working oil to the press-fitting cylinder (31) is blocked by the gate valve (7), and the working oil is stored in the pressure accumulating section (6) and stored.
The working oil in the flow path (51) between the gate valve (7) and the press-fitting cylinder (31) is removed from the relief valve (71).
Next, when the relief valve (71) is closed and the gate valve (7) is opened, the working oil quickly flows into the press-fitting cylinder (31) due to the accumulated pressure, and the pressure in the press-fitting cylinder (31) rises rapidly. To do. For this reason, a downward rapid load acts on the casing (8). Since the rapid load is theoretically twice the weight of the object, that is, the weight of the plastic board draining machine, the casing ( 8) can be penetrated.
Prior to placing the casing (8) as before, there is no need to make a hole in the hard layer by making a prior penetration of the steel mold into the ground by vibration. Can be done automatically. Moreover, a heavy machine for leading penetration is unnecessary, and the cost for placing the plastic board drain can be reduced. In addition, there is no problem of vibration or noise during the previous penetration.
図1は、プラスチックボードドレン打設機(1)を示しており、該打設機(1)は、自走台車(11)にタワー(12)を設け、タワー(12)の下部にケーシング打込み装置(2)を具えている。
実施例のケーシング打込み装置(2)は、第1打込み装置(3)と該第1打込み装置(3)の下方に位置する第2打込み装置(4)とによって構成される。
FIG. 1 shows a plastic board drain placing machine (1). The placing machine (1) is provided with a tower (12) in a self-propelled carriage (11), and a casing is driven in a lower part of the tower (12). The device (2) is provided.
The casing driving device (2) of the embodiment is constituted by a first driving device (3) and a second driving device (4) located below the first driving device (3).
第2打込み装置(4)は、タワー(12)内にて垂直に支持したケーシング(8)の打込み移行路を挟んで複数対のフリクションローラ(41)を配備して構成され、該フリクションローラ(41)でケーシング(8)を挟圧し、フリクションローラ(41)の回転によって、ケーシング(8)を地盤に打設するものである。
第2打込み装置(4)は、軟らかい地盤であればケーシング(8)を連続的に打設できる。
The second driving device (4) is configured by arranging a plurality of pairs of friction rollers (41) across the driving transition path of the casing (8) vertically supported in the tower (12). The casing (8) is clamped by 41), and the casing (8) is driven on the ground by the rotation of the friction roller (41).
If the second driving device (4) is soft ground, the casing (8) can be driven continuously.
第1打込み装置(3)は、図2、図3、図4に示す如く、取付けフレーム(30)に2基の圧入用シリンダ(31)を下向きに配備し、両圧入用シリンダ(31)(31)の下向きピストンロッド(31a)(31a)に跨ってベース(32)を支持せしめる。
ベース(32)の中央には、ケーシング(8)が余裕のある状態に貫通する孔(35)が開設されている。
As shown in FIGS. 2, 3, and 4, the first driving device (3) has two press-fit cylinders (31) arranged downward on the mounting frame (30), and both press-fit cylinders (31) ( 31) The base (32) is supported across the downward piston rod (31a) (31a).
In the center of the base (32), a hole (35) is formed through which the casing (8) passes with a margin.
ベース(32)の四隅側に4つのレバー(39)(39)(39a)(39a)が配備される。
ベース(32)は、両圧入用シリンダ(31)(31)寄りに平行に枢軸(33)(33)を貫通させており、各枢軸(33)の両端に上記レバー(39)の中央部が枢支されている。
同一回動面内で対向するレバー(39)(39)、(39a)(39a)の上端部どうしがクランプ用シリンダ(36)、(36)によって連繋される。
ベース(32)を挟んで隣り合うレバー(39)(39a)、(39)(39a)の下端に跨ってピン(34)(34)が挿通される。
Four levers (39) (39) (39a) (39a) are provided at the four corners of the base (32).
The base (32) passes through the pivots (33) (33) in parallel to both press-fitting cylinders (31) (31), and the central part of the lever (39) is located at both ends of each pivot (33). It is pivotally supported.
The upper ends of the levers (39), (39), (39a), and (39a) facing each other in the same rotation plane are connected by the clamping cylinders (36) and (36).
The pins (34) (34) are inserted across the lower ends of the levers (39) (39a), (39) (39a) adjacent to each other across the base (32).
ベース(32)の下方にて、ケーシング(8)の打込み移行路を挟んで一対のクランプ爪(37)(37)が対向配備され、両クランプ爪(37)(37)の基端が前記ピン(34)(34)に枢支される。
クランプ爪(37)(37)は、ベース(32)から垂下して固定されたコ字状の支持枠(38)にスライド可能に嵌まっており、ピン(34)を中心に下向き回転して垂れ下がることは防止される。
前記クランプ用シリンダ(36)のピストンロッド(36a)が突き出すと、クランプ爪(37)(37)が互いに接近し、ケーシング(8)をクランプできる。
Below the base (32), a pair of clamp claws (37) and (37) are arranged opposite to each other across the driving transition path of the casing (8), and the base ends of both clamp claws (37) and (37) are the pins. (34) Supported by (34).
The clamp claws (37) and (37) are slidably fitted to a U-shaped support frame (38) that is suspended from the base (32), and rotate downward about the pin (34). The sagging is prevented.
When the piston rod (36a) of the clamp cylinder (36) protrudes, the clamp claws (37) and (37) approach each other, and the casing (8) can be clamped.
図5aは、前記圧入用シリンダ(31)を制御する油圧回路を示しており、油圧発生装置(5)に連繋したコントロールバルブ(52)と、圧入用シリンダ(31)のピストンロッド突出しポート(51a)が第1流路(51)で繋がり、コントロールバルブ(52)と圧入用シリンダ(31)のピストンロッド引込みポート(53a)が第2流路(53)で繋がっている。
コントロールバルブ(52)は、2つの流路(51)(53)の内、一方の流路に作業油を送り出すとき、他方の流路から作業油を油圧発生装置(5)のオイルタンクへ戻す役割を成す。
第1流路(51)には、コントロールバルブ(52)側から圧入用シリンダ(31)へ順に、蓄圧部(6)、仕切弁(7)、逃がし弁(71)が設けられる。
蓄圧部(6)は、可及的に圧入用シリンダ(31)に接近して設けられる。
実施例の蓄圧部(6)は、公知のダイヤフラム式アキュームレータである。
仕切弁(7)及び逃がし弁(71)は、応答速度の速い電磁弁である。
FIG. 5a shows a hydraulic circuit for controlling the press-fitting cylinder (31). The control valve (52) connected to the hydraulic pressure generator (5) and the piston rod protruding port (51a) of the press-fitting cylinder (31) are shown. ) Are connected by the first flow path (51), and the control valve (52) and the piston rod retracting port (53a) of the press-fitting cylinder (31) are connected by the second flow path (53).
The control valve (52) returns the working oil from one of the two flow paths (51) and (53) to the oil tank of the hydraulic pressure generator (5) when the working oil is sent to one of the flow paths. Play a role.
In the first flow path (51), a pressure accumulating section (6), a gate valve (7), and a relief valve (71) are provided in this order from the control valve (52) side to the press-fitting cylinder (31).
The pressure accumulating section (6) is provided as close as possible to the press-fitting cylinder (31).
The pressure accumulating section (6) of the embodiment is a known diaphragm type accumulator.
The gate valve (7) and the relief valve (71) are electromagnetic valves having a high response speed.
然して、ケーシング打込み装置(2)の第1打込み装置(3)のみでケーシング(8)の打込みを行なう場合について説明する。
第1打込み装置(3)のクランプ爪(37)(37)でケーシング(8)をクランプする。
ケーシング(2)に、その上端からプラスチックボードドレン(9)を挿入し、ケーシング下端開口(80)から引き出し、アンカー(81)に通す。
アンカー(81)をケーシング開口(80)に当てる(図2)。
Therefore, the case where the casing (8) is driven only by the first driving device (3) of the casing driving device (2) will be described.
The casing (8) is clamped by the clamp claws (37) and (37) of the first driving device (3).
A plastic board drain (9) is inserted into the casing (2) from its upper end, pulled out from the casing lower end opening (80), and passed through the anchor (81).
The anchor (81) is applied to the casing opening (80) (FIG. 2).
図5aに示す如く、コントロールバルブ(52)の吐出側を第1流路(51)に切り換え、仕切弁(7)を開き、逃し弁(71)を閉じた状態で油圧発生装置(5)を作動させる。
作業油が圧入用シリンダ(31)に流入して、図6のグラフに示す如く、徐々にシリンダ(31)のピストンロッド(31a)を突き出してケーシング(8)の打込み動作が開始される。打込み動作が開始されて一定時間を経過すると圧入用シリンダ(31)によるケーシング(8)の地盤貫入力は一定となる。
ピストンロッド(31a)の下降に伴って、ベース(32)と一緒にクランプ爪(37)(37)も下降する。クランプ爪(37)とケーシング(8)の滑りを無視すれば、クランプ爪(37)(37)によってクランプされているケーシング(8)もクランプ爪(37)の下降量だけ地盤に打ち込まれたことになる。
As shown in FIG. 5a, the discharge side of the control valve (52) is switched to the first flow path (51), the gate valve (7) is opened, and the relief valve (71) is closed. Operate.
The working oil flows into the press-fitting cylinder (31), and as shown in the graph of FIG. 6, the piston rod (31a) of the cylinder (31) is gradually projected to start the driving operation of the casing (8). When a certain time has elapsed after the driving operation is started, the ground penetration input of the casing (8) by the press-fitting cylinder (31) becomes constant.
As the piston rod (31a) is lowered, the clamp claws (37) and (37) are also lowered together with the base (32). If the slip of the clamp claw (37) and the casing (8) is ignored, the casing (8) clamped by the clamp claw (37) (37) is also driven into the ground by the lowering amount of the clamp claw (37). become.
クランプ爪(37)(37)が下降した後、クランプ用シリンダ(36)を動作させてクランプ爪(37)(37)によるケーシング(8)に対するクランプを解除する。
コントロールバルブ(52)の吐出口を第2流路(53)に切り換え、圧入用シリンダ(31)のピストンロッド(31a)を引っ込めてベース(32)とクランプ爪(37)(37)を元位置に上昇させる。
上記動作を繰り返すことによって、ケーシング(8)は断続的に地盤に打ち込まれる。
After the clamp claws (37) and (37) are lowered, the clamp cylinder (36) is operated to release the clamp on the casing (8) by the clamp claws (37) and (37).
Switch the discharge port of the control valve (52) to the second flow path (53) and retract the piston rod (31a) of the press-fit cylinder (31) to place the base (32) and the clamp claws (37) (37) in their original positions. To rise.
By repeating the above operation, the casing (8) is intermittently driven into the ground.
上記ケーシング(8)の打込み動作中、ケーシング(8)が貫入できない硬質層に突き当たった場合、図5bに示す如く、仕切弁(7)を閉じると共に逃し弁(71)を開く。油圧発生装置(5)から供給される作業油は、アキュームレータ(61)に内の気体を圧縮する。これによって、アキュームレータ(61)に蓄圧がなされる。
仕切弁(7)と圧入用シリンダ(31)との間の流路(51)の作業油は逃し弁(71)から油圧発生装置(5)の油タンク(図示せず)へ排出される。
図6に示す如く、圧入用シリンダ(31)の貫入力は急激に0となる。
When the casing (8) hits a hard layer that cannot be penetrated during the driving operation of the casing (8), the gate valve (7) is closed and the relief valve (71) is opened as shown in FIG. 5b. The working oil supplied from the hydraulic pressure generator (5) compresses the gas in the accumulator (61). As a result, pressure is accumulated in the accumulator (61).
The working oil in the flow path (51) between the gate valve (7) and the press-fitting cylinder (31) is discharged from the relief valve (71) to an oil tank (not shown) of the hydraulic pressure generator (5).
As shown in FIG. 6, the penetration force of the press-fitting cylinder (31) suddenly becomes zero.
次に、図5cに示す如く、逃し弁(71)を閉じる共に仕切弁(7)を開く。アキュームレータ(61)による蓄圧によって作業油が急速に圧入用シリンダ(31)に流入し、圧入用シリンダ(31)は一挙に所定圧に上がる。これによってケーシング(8)に急速荷重が作用する。急速荷重は理論上は物体重量の2倍であるから、プラスチックボードドレン打設機(1)を浮き上がらせることなく、ケーシング(8)を硬質地盤に貫入させることができる。 Next, as shown in FIG. 5c, the relief valve (71) is closed and the gate valve (7) is opened. The working oil rapidly flows into the press-fitting cylinder (31) by the pressure accumulation by the accumulator (61), and the press-fitting cylinder (31) rises to a predetermined pressure all at once. As a result, a rapid load acts on the casing (8). Since the rapid load is theoretically twice the weight of the object, the casing (8) can be penetrated into the hard ground without lifting the plastic board drain placing machine (1).
アキュームレータ(61)を可及的に圧入用シリンダ(31)に接近させたのは、圧入用シリンダ(31)とアキュームレータ(61)の作業油の流路を形成する護謨ホースを可能な限り短くして、作業油が該ホースを通過する際の抵抗を小さくし、又、高圧の作業油によってホース径が大きくなって、急速荷重の効果を損なうことを防止するためである。 The accumulator (61) was moved as close as possible to the press-fit cylinder (31) because the protective hose forming the working oil flow path between the press-fit cylinder (31) and the accumulator (61) was made as short as possible. This is because the resistance when the working oil passes through the hose is reduced, and the hose diameter is increased by the high-pressure working oil to prevent the effect of the rapid load from being impaired.
従来の様に、ケーシング(8)を打設する前に、振動によって地盤に型鋼を打込む先行貫入を行って硬質層に孔を明ける手間は不要であり、ケーシング(8)の打設を能率的に行なうことができる。又、先行貫入の際の、振動や騒音の問題も生じない。 Prior to placing the casing (8) as before, there is no need to make a hole in the hard layer by making a prior penetration of the steel mold into the ground by vibration. Can be done automatically. In addition, there is no problem of vibration or noise during the previous penetration.
ケーシング(8)を所定の深さまで打ち込んでから、ケーシング打込み装置(2)を上記とは逆の動作をさせて、ケーシング(8)を引き抜く。
ケーシング(8)内のプラスチックボードドレン(9)は、アンカー(81)によって持ち上がりが阻止され、アンカー(81)と一緒に地盤に残される。
プラスチックボードドレン打設機(1)を移動させ、前記同様にして、プラスチックボードドレン(9)の打設を行なう。
公知の如く、プラスチックボードドレン(9)を通じて地盤中の水分が排出される。
After the casing (8) is driven to a predetermined depth, the casing driving device (2) is operated reversely to the above, and the casing (8) is pulled out.
The plastic board drain (9) in the casing (8) is prevented from being lifted by the anchor (81) and is left on the ground together with the anchor (81).
The plastic board drain placing machine (1) is moved and the plastic board drain (9) is placed in the same manner as described above.
As is well known, moisture in the ground is discharged through the plastic board drain (9).
尚、実施例の様に、フリクションローラ(41)による第2打込み装置(4)を具えている場合、軟弱地盤へのケーシング(8)の打ち込みは、第1打込み装置(3)による断続的な打ち込みではなく、第2打込み装置(4)によって連続的に行なうことができる。ケーシング(8)の引抜きも、フリクションローラ(41)を逆回転させて能率的に行なうことができる。 When the second driving device (4) by the friction roller (41) is provided as in the embodiment, the driving of the casing (8) to the soft ground is intermittently performed by the first driving device (3). Instead of driving, it can be carried out continuously by the second driving device (4). The casing (8) can be pulled out efficiently by rotating the friction roller (41) in the reverse direction.
図7は、上記実施例から逃し弁(71)を省略した油圧回路の動作を示している。
図7aに示す如く、圧入用シリンダ(31)に通じる作業油の流路(51)上の仕切弁(7)を開いた状態で油圧発生装置(5)を作動させる。
作業油が圧入用シリンダ(31)に流入して、図8のグラフに示す如く、徐々にシリンダ(31)のピストンロッド(31a)を突き出してケーシング(8)の打込み動作が開始される。打込み動作が開始されて一定時間を経過すると圧入用シリンダ(31)によるケーシング(8)の地盤貫入力は一定となる。
FIG. 7 shows the operation of the hydraulic circuit in which the relief valve (71) is omitted from the above embodiment.
As shown in FIG. 7a, the hydraulic pressure generator (5) is operated with the gate valve (7) on the working oil flow path (51) leading to the press-fitting cylinder (31) open.
The working oil flows into the press-fit cylinder (31), and as shown in the graph of FIG. 8, the piston rod (31a) of the cylinder (31) is gradually projected to start the casing (8) driving operation. When a certain time has elapsed after the driving operation is started, the ground penetration input of the casing (8) by the press-fitting cylinder (31) becomes constant.
クランプ爪(37)(37)が下降した後、クランプ用シリンダ(36)を動作させてクランプ爪(37)(37)によるケーシング(8)に対するクランプを解除する。
前記同様にして、圧入用シリンダ(31)のピストンロッド(31a)を引っ込めてベース(32)とクランプ爪(37)(37)を元位置に上昇させる。
上記動作を繰り返すことによって、ケーシング(8)は断続的に地盤に打ち込まれる。
After the clamp claws (37) and (37) are lowered, the clamp cylinder (36) is operated to release the clamp on the casing (8) by the clamp claws (37) and (37).
In the same manner as described above, the piston rod (31a) of the press-fitting cylinder (31) is retracted, and the base (32) and the clamp claws (37) (37) are raised to their original positions.
By repeating the above operation, the casing (8) is intermittently driven into the ground.
上記動作中、ケーシング(8)が貫入できない硬質層に突き当たった場合、図7bに示す如く、仕切弁(7)を閉じる。前記同様にしてアキュームレータ(61)に蓄圧がなされる。
図8に示す如く、圧入用シリンダ(31)等からの作業油のリークにより圧入用シリンダ(31)の貫入力は徐々に小さくなる。
During the above operation, when the casing (8) hits a hard layer that cannot penetrate, the gate valve (7) is closed as shown in FIG. 7b. In the same manner as described above, pressure is accumulated in the accumulator (61).
As shown in FIG. 8, the penetration force of the press-fit cylinder (31) gradually decreases due to leakage of working oil from the press-fit cylinder (31) or the like.
次に、仕切弁(7)を開く。アキュームレータ(61)による蓄圧によって作業油が急速に圧入用シリンダ(31)に流入し、圧入用シリンダ(31)は一挙に所定圧に上がる。これによってケーシング(8)に急速荷重が作用し、前記同様にして、プラスチックボードドレン打設機(1)を浮き上がらせることなく、ケーシング(8)を硬質地盤に貫入させることができる。 Next, the gate valve (7) is opened. The working oil rapidly flows into the press-fitting cylinder (31) by the pressure accumulation by the accumulator (61), and the press-fitting cylinder (31) rises to a predetermined pressure all at once. As a result, a rapid load acts on the casing (8), and the casing (8) can be penetrated into the hard ground without raising the plastic board drain placing machine (1) in the same manner as described above.
上記実施例の説明は、本発明を説明するためのものであって、特許請求の範囲に記載の発明を限定し、或は範囲を減縮する様に解すべきではない。又、本発明の各部構成は上記実施例に限らず、特許請求の範囲に記載の技術的範囲内で種々の変形が可能であることは勿論である。 The above description of the embodiments is for explaining the present invention, and should not be construed as limiting the invention described in the claims or reducing the scope thereof. In addition, the configuration of each part of the present invention is not limited to the above embodiment, and various modifications can be made within the technical scope described in the claims.
例えば、アキュームレータ(61)は、重錘形、バネ形、ガス圧縮形の別を問わない。又、ガス圧縮形であっても、実施例の様な分離形、或いは直圧形の別も問わない。更に、分離形であっても、実施のダイヤフラム形の他に、ピストン形、金属ベローズ形、ブラダ形、インライン形等のアキュームレータで実施可能である。 For example, the accumulator (61) may be of a weight type, a spring type, or a gas compression type. Even if it is a gas compression type, it does not matter whether it is a separation type as in the embodiment or a direct pressure type. Furthermore, even with the separated type, it can be implemented with an accumulator of a piston type, a metal bellows type, a bladder type, an in-line type, etc. in addition to the diaphragm type.
1 プラスチックボードドレン打設機
2 ケーシング打込み装置
3 第1打込み装置
31 圧入用シリンダ
32 ベース
36 クランプ用シリンダ
37 クランプ爪
4 第2打込み装置
5 油圧発生装置
51 流路
6 蓄圧部
7 仕切弁
71 逃し弁
DESCRIPTION OF SYMBOLS 1 Plastic board
31 Cylinder for press fitting
32 base
36 Cylinder for clamping
37
51
71 Relief valve
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JP2003322741A JP4190990B2 (en) | 2003-09-16 | 2003-09-16 | Plastic board drain placing machine |
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JP2003322741A JP4190990B2 (en) | 2003-09-16 | 2003-09-16 | Plastic board drain placing machine |
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JP4190990B2 JP4190990B2 (en) | 2008-12-03 |
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CN102155444A (en) * | 2011-03-08 | 2011-08-17 | 太原理工大学 | Hydraulic actuator for automatic drainage system of coal mine |
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CN102155444A (en) * | 2011-03-08 | 2011-08-17 | 太原理工大学 | Hydraulic actuator for automatic drainage system of coal mine |
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