JPH0630899Y2 - Hydraulic cylinder speed adjusting device for root consolidation in medium excavation method - Google Patents

Hydraulic cylinder speed adjusting device for root consolidation in medium excavation method

Info

Publication number
JPH0630899Y2
JPH0630899Y2 JP16203588U JP16203588U JPH0630899Y2 JP H0630899 Y2 JPH0630899 Y2 JP H0630899Y2 JP 16203588 U JP16203588 U JP 16203588U JP 16203588 U JP16203588 U JP 16203588U JP H0630899 Y2 JPH0630899 Y2 JP H0630899Y2
Authority
JP
Japan
Prior art keywords
hydraulic cylinder
speed
adjusting device
excavation method
pile
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 - Fee Related
Application number
JP16203588U
Other languages
Japanese (ja)
Other versions
JPH0284839U (en
Inventor
保 菱山
昇 桜井
浩二 井上
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.)
Tenox Corp
Sanwa Kizai Co Ltd
Original Assignee
Tenox Corp
Sanwa Kizai Co Ltd
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 Tenox Corp, Sanwa Kizai Co Ltd filed Critical Tenox Corp
Priority to JP16203588U priority Critical patent/JPH0630899Y2/en
Publication of JPH0284839U publication Critical patent/JPH0284839U/ja
Application granted granted Critical
Publication of JPH0630899Y2 publication Critical patent/JPH0630899Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)

Description

【考案の詳細な説明】 〔考案の目的〕 (産業上の利用分野) 本考案は、中掘工法における根固め用油圧シリンダ速度
調整装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial field of application) The present invention relates to a hydraulic cylinder speed adjusting device for root consolidation in a medium excavation method.

(従来の技術) 地盤に基礎杭を造成する工法として、中空杭にオーガス
クリュを挿入し、このオーガスクリュにより地盤を掘削
しつゝ中空杭を予定の深さに建込み、その後杭の先端に
セメントモルタルによる球根を造成する所謂中掘工法が
広く用いられている。
(Prior art) As a method of constructing foundation piles on the ground, an August cruc is inserted into the hollow pile, the ground is excavated by this August cruc, and the hollow pile is built at the planned depth, and then at the tip of the pile. The so-called inner digging method of forming a bulb with cement mortar is widely used.

上記の工法において球根を造成するためには、杭を建込
んだのちさらにオーガスクリュのオーガヘッドにより所
定深度まで掘削し、その後オーガスクリュを引抜きなが
らオーガヘッドを通じてモルタルを注入し、掘削土砂と
混練して球根状にするようになされている。
In order to create a bulb in the above construction method, after constructing a pile, further excavating to a predetermined depth with an auger head of an August Cru, and then withdrawing the August Cru, injecting mortar through the auger head and kneading with the excavated earth and sand. It is designed to be bulbous.

(考案が解決しようとする課題) しかるに上記中掘工法による球根の造成においては、掘
削地盤の土質の関係によりオーガスクリュの引抜き速度
がばらつくことがあり、その引抜き速度が一定になら
ず、例えばこれが遅すぎるとモルタルが過剰に供給さ
れ、逆に速すぎるとモルタルが十分供給されず、ともに
所定強度の良好な球根が造成されなくなってしまう。そ
のため従来では、オーガスクリュを引抜くための油圧シ
リンダへの油圧回路のバルブを目視による経験に頼って
頻繁に操作しながら引抜き速度を一定に保つようにして
いるが、その操作はきわめて煩わしいばかりでなく精度
が著しく悪く、良好な球根を造成することが難かしかっ
た。
(Problems to be solved by the invention) However, in the bulb formation by the above-mentioned medium excavation method, the extraction speed of the August cruc may vary due to the soil quality of the excavated ground, and the extraction speed is not constant. If it is too slow, the mortar will be excessively supplied, and if it is too fast, the mortar will not be sufficiently supplied, and a bulb having a good predetermined strength will not be formed. Therefore, conventionally, the valve of the hydraulic circuit to the hydraulic cylinder for extracting the auger screw is frequently operated by relying on visual experience to keep the extraction speed constant, but the operation is very troublesome. The accuracy was extremely poor and it was difficult to create a good bulb.

本考案はこれに鑑み、地盤の性状にかゝわらずオーガス
クリュの引抜き速度にばらつぎが生じないようにし、所
定強度を有する球根を造成することができる中掘工法に
おける根固め用油圧シリンダ速度調整装置を提供するこ
とを目的としてなされたものである。
In view of this, the present invention makes it possible to create a bulb having a predetermined strength by preventing variations in the extraction speed of the August cruc regardless of the properties of the ground, and a hydraulic cylinder speed for root consolidation in the medium excavation method. The purpose of the invention is to provide an adjusting device.

(課題を解決するための手段) 上記従来技術が有する課題を解決するため、本考案にお
いては、リーダマストにそれぞれ独立に昇降自在に装着
されたオーガスクリュ駆動装置と杭保持装置とを油圧シ
リンダにより上下相対位置を調整可能に連結した中掘用
杭打機において、前記油圧シリンダのストロークおよび
伸長速度を検出する検出装置と、この検出装置により検
出された伸長速度と予じめ設定された伸長速度とを比較
して前記油圧シリンダへの作動油供給油圧回路を制御す
る制御装置とを具有することを特徴とするものである。
(Means for Solving the Problems) In order to solve the problems of the above-mentioned conventional technology, in the present invention, an auger screw drive device and a pile holding device, which are individually mounted on a leader mast so as to be able to move up and down independently, are provided by a hydraulic cylinder. In a pile driving machine for excavation in which the vertical relative positions are adjustable, a detection device for detecting the stroke and extension speed of the hydraulic cylinder, and the extension speed detected by this detection device and the preset extension speed. And a control device for controlling the hydraulic oil supply hydraulic circuit to the hydraulic cylinder.

(作用) オーガスクリュを引上げながらモルタルを注入する過程
においてオーガスクリュの引上げ速度が変化すると、そ
の速度変化を検出装置が検出してその信号が制御装置に
入力され、この制御装置をして油圧シリンダへの圧油の
供給を増減し、オーガスクリュの引上げ速度が調整され
る。これによりオーガスクリュの引上げ速度が土質等の
影響により増減しても直ちに油圧シリンダが応動してオ
ーガスクリュの引上げ速度が一定化される。
(Operation) If the pulling speed of the auguscre is changed in the process of injecting the mortar while pulling up the auger screw, the detecting device detects the change in the speed and the signal is input to the control device. The supply speed of the pressure oil is increased or decreased to adjust the pulling speed of the August cruc. As a result, the hydraulic cylinder immediately responds even if the pulling speed of the auguscrew increases or decreases due to the influence of the soil quality, etc., and the pulling speed of the auguscru becomes constant.

(実施例) 以下、本考案を図面に示す実施例を参照して説明する。(Embodiment) Hereinafter, the present invention will be described with reference to an embodiment shown in the drawings.

第1図は本考案を適用する中掘杭打機の一例を略示する
もので、リーダマスト1のガイドレール2に上方からス
クリュ駆動装置3と、杭保持装置4が昇降可能に支持さ
れ、スクリュ駆動装置3は掘進機構5と、これに実質的
に一体の反力受6と、この反力受6の側部に固定される
油圧シリンダ7とで構成され、杭保持装置4は前記油圧
シリンダ7のロッド8が連結されており、この杭保持装
置7の下部にはコンクリート製の中空杭9をチャックす
るチャック機構10を備えている。
FIG. 1 schematically shows an example of a hollow excavator to which the present invention is applied, in which a screw driving device 3 and a pile holding device 4 are supported by a guide rail 2 of a leader mast 1 so as to be able to move up and down. The screw drive device 3 includes an excavation mechanism 5, a reaction force receiver 6 substantially integrated with the excavation mechanism 5, and a hydraulic cylinder 7 fixed to a side portion of the reaction force receiver 6. A rod 8 of a cylinder 7 is connected, and a chuck mechanism 10 for chucking a concrete hollow pile 9 is provided below the pile holding device 7.

前記反力受6の側部には、油圧シリンダ7の伸長速度を
検出する検出装置11が設けられている。この検出装置
11は、図示の例では反力受6に設けられたエンコーダ
12と、このエンコーダ12に巻回され一端が杭保持装
置4に止着されたワイヤロープ13と、このワイヤロー
プ13の他端を巻取る巻取機14とからなっており、油
圧シリンダ7が伸長作動して杭保持装置4に対し駆動装
置5が上昇してオーガスクリュ15を引上げるときワイ
ヤロープ13が操出され、このワイヤーロープ13によ
りエンコーダ12が回転してパルス信号を発信し、油圧
シリンダ7の伸長速度が検出されるようになっている。
なおこの検出手段はワイヤロープ13によるものに限ら
ず、他の手段であってもよい。
A detection device 11 for detecting the extension speed of the hydraulic cylinder 7 is provided on the side of the reaction force receiver 6. In the illustrated example, the detection device 11 includes an encoder 12 provided on the reaction force receiver 6, a wire rope 13 wound around the encoder 12 and having one end fixed to the pile holding device 4, and a wire rope 13 of the wire rope 13. The hydraulic cylinder 7 is extended and the drive device 5 is raised with respect to the pile holding device 4 to pull up the auger screw 15 so that the wire rope 13 is fed out. The encoder 12 is rotated by the wire rope 13 to transmit a pulse signal, and the extension speed of the hydraulic cylinder 7 is detected.
The detecting means is not limited to the one using the wire rope 13 and may be another means.

中空杭9内には、上端が駆動装置5に支持されたオーガ
スクリュ15が挿通され、その下端にはオーガヘッド1
6があって、通常のようにモルタルを略水平方向に向け
て噴射されるようになっている。第1図中、符号17は
駆動装置5を含む全体をリーダマスト1に昇降自在に吊
持するワイヤロープ、18はそのシーブ、19は杭保持
装置4を吊持するワイヤロープである。
An auger screw 15 having an upper end supported by the drive device 5 is inserted into the hollow pile 9, and the auger head 1 is attached to the lower end thereof.
6 is provided so that the mortar is sprayed in a substantially horizontal direction as usual. In FIG. 1, reference numeral 17 is a wire rope for suspending the whole including the drive device 5 on the leader mast 1 so as to be able to move up and down, 18 is its sheave, and 19 is a wire rope for suspending the pile holding device 4.

第2図(A)〜(C)は、オーガスクリュ15による地
盤19の掘削状況を示すもので、第2図(A)はオーガ
ヘッド16により所定深さまで掘削した状態を示し、第
2図(B)はオーガスクリュ15を引上げながらモルタ
ル20を噴射し、地盤19の削孔を拡径して球根21を
造成している過程を示し、そして第2図(C)はオーガ
スクリュ15を均一な速度で引上げることにより均等な
外径および性状の球根21が形成された状態を示してい
る。
2 (A) to (C) show the excavation of the ground 19 by the auger cru 15, and FIG. 2 (A) shows a state in which the auger head 16 has been excavated to a predetermined depth. B) shows the process of injecting the mortar 20 while pulling up the auger screw 15, expanding the diameter of the hole in the ground 19 to form the bulb 21, and FIG. 2C shows the auger screw 15 in a uniform manner. It shows a state in which the bulbs 21 having a uniform outer diameter and properties are formed by pulling at a speed.

第3図は上記引上げ速度を一定にするための制御系を示
すもので、オーガスクリュ15の引上げ速度が何らかの
理由により変化したことを検出装置11が検出したとき
その検出信号が制御部22へ入力され、この制御部22
によりバルブスタンド23を制御して油圧シリンダ7へ
の圧油の供給量を増減して急速伸縮させるようになされ
ている。
FIG. 3 shows a control system for keeping the pulling speed constant. When the detector 11 detects that the pulling speed of the auger screw 15 has changed for some reason, the detection signal is input to the control unit 22. This control unit 22
Thus, the valve stand 23 is controlled to increase / decrease the amount of pressure oil supplied to the hydraulic cylinder 7 to rapidly expand / contract.

その具体的作用を第4図に示すフローチャートを参照し
て説明すると、掘削工程においては、スタートボタンを
操作すると自動運転ボタンがONとなり、油圧シリンダ
7が短縮作動してオーガスクリュ15による掘削が行な
われる。オーガスクリュ15が下限位置に到達すると、
指定時間停止し、引抜き工程に移る。下限位置に到達し
ていないときは、指定速度でさらに掘進し、その速い場
合には一時停止し、遅い場合は油圧シリンダ7を短縮さ
せて掘削を進める。
The specific operation will be described with reference to the flowchart shown in FIG. 4. In the excavation process, when the start button is operated, the automatic operation button is turned on, the hydraulic cylinder 7 is shortened, and the auger screw 15 excavates. Be done. When August Cru 15 reaches the lower limit position,
Stop for the specified time and move to the drawing process. When the lower limit position has not been reached, the excavation is further advanced at the specified speed, and when it is fast, the excavation is temporarily stopped, and when it is slow, the hydraulic cylinder 7 is shortened to proceed with excavation.

引抜き工程においては、油圧シリンダ7を伸長して上限
位置まで引上げるが、これが指定速度より速い場合には
一時停止させ、遅い場合には油圧シリンダ7の伸長を速
めて引上げられる。このような作用を検出装置11およ
び制御装置22によって行なわせ、オーガスクリュ15
の引上げ速度を一定にしてオーガヘッド16から噴射さ
れるモルタル20と掘削土砂との混合割合を適切に保
ち、強度の高い球根21が均等太さに造成される。
In the pulling-out process, the hydraulic cylinder 7 is extended and pulled up to the upper limit position. If the hydraulic cylinder 7 is faster than the designated speed, the hydraulic cylinder 7 is temporarily stopped. Such an operation is performed by the detection device 11 and the control device 22, and the auger screw 15
With a constant pulling speed, the mortar 20 jetted from the auger head 16 and the mixing ratio of the excavated earth and sand are appropriately maintained, and the high-strength bulb 21 is formed to have a uniform thickness.

〔考案の効果〕[Effect of device]

以上説明したように本考案によれば、中掘用杭打機にお
いて、オーガスクリュの引上げ時の速度変化を検出装置
で検出し、その検出信号に基づいて制御部により油圧シ
リンダへの圧油の供給量を制御するようにしたので、オ
ーガスクリュの引上げ速度が変化したとき油圧シリンダ
への圧油の供給量を増減して引上げ速度を適切にするこ
とができ、オーガヘッドから噴射されるモルタルが局部
的に過不足となることが防止され、所定強度を有する球
根を造成することができる。
As described above, according to the present invention, in the pile driving machine for medium excavation, the speed change at the time of pulling up the auger screw is detected by the detection device, and based on the detection signal, the control unit detects the pressure oil to the hydraulic cylinder. Since the amount of supply is controlled, when the speed of pulling the auger screw changes, the amount of pressure oil supplied to the hydraulic cylinder can be increased or decreased to make the pulling speed appropriate, and the mortar injected from the auger head It is possible to locally prevent excess and deficiency, and to form a bulb having a predetermined strength.

【図面の簡単な説明】[Brief description of drawings]

第1図は本考案を適用した中掘用杭打機の概要を示す略
示側面図、第2図(A)〜(C)は球根造成過程を示す
説明図、第3図は同制御系の構成図、第4図は同フロー
チャートである。 3……スクリュ駆動装置、4……杭保持装置、5……掘
進機構、6……反力受、7……油圧シリンダ、9……中
空杭、10……チャック機構、11……検出装置、15
……オーガスクリュ、16……オーガヘッド、21……
球根。
FIG. 1 is a schematic side view showing an outline of a pile excavator for medium excavation to which the present invention is applied, FIGS. 2 (A) to 2 (C) are explanatory views showing a bulb forming process, and FIG. 3 is the same control system. FIG. 4 is a flowchart of the same. 3 ... Screw drive device, 4 ... Pile holding device, 5 ... Excavation mechanism, 6 ... Reaction force receiving, 7 ... Hydraulic cylinder, 9 ... Hollow pile, 10 ... Chuck mechanism, 11 ... Detection device , 15
…… August Cru, 16 …… Auger Head, 21 ……
Bulbs

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭49−89305(JP,A) 実開 昭55−136837(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-49-89305 (JP, A) SAIKAI 55-136837 (JP, U)

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】リーダマストにそれぞれ独立に昇降自在に
装着されたオーガスクリュ駆動装置と杭保持装置とを油
圧シリンダにより上下相対位置を調整可能に連結した中
掘用杭打機において、前記油圧シリンダのストロークお
よび伸長速度を検出する検出装置と、この検出装置によ
り検出された伸長速度と予じめ設定された伸長速度とを
比較して前記油圧シリンダへの作動油供給油圧回路を制
御する制御装置とを具有することを特徴とする中掘工法
における根固め用油圧シリンダ速度調整装置。
1. A hollow excavating pile driving machine in which an auger screw driving device and a pile holding device, which are mounted on a leader mast so as to be able to move up and down independently of each other, are connected by a hydraulic cylinder so that the vertical relative position can be adjusted. Detecting a stroke and an extension speed of the control device, and a control device for comparing the extension speed detected by the detection device with a preset extension speed to control the hydraulic oil supply hydraulic circuit to the hydraulic cylinder. A hydraulic cylinder speed adjusting device for consolidation in a medium excavation method, characterized by comprising:
JP16203588U 1988-12-14 1988-12-14 Hydraulic cylinder speed adjusting device for root consolidation in medium excavation method Expired - Fee Related JPH0630899Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16203588U JPH0630899Y2 (en) 1988-12-14 1988-12-14 Hydraulic cylinder speed adjusting device for root consolidation in medium excavation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16203588U JPH0630899Y2 (en) 1988-12-14 1988-12-14 Hydraulic cylinder speed adjusting device for root consolidation in medium excavation method

Publications (2)

Publication Number Publication Date
JPH0284839U JPH0284839U (en) 1990-07-02
JPH0630899Y2 true JPH0630899Y2 (en) 1994-08-22

Family

ID=31445498

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16203588U Expired - Fee Related JPH0630899Y2 (en) 1988-12-14 1988-12-14 Hydraulic cylinder speed adjusting device for root consolidation in medium excavation method

Country Status (1)

Country Link
JP (1) JPH0630899Y2 (en)

Also Published As

Publication number Publication date
JPH0284839U (en) 1990-07-02

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