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JPS6059371B2 - steel pile press-in machine - Google Patents
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JPS6059371B2 - steel pile press-in machine - Google Patents

steel pile press-in machine

Info

Publication number
JPS6059371B2
JPS6059371B2 JP52021492A JP2149277A JPS6059371B2 JP S6059371 B2 JPS6059371 B2 JP S6059371B2 JP 52021492 A JP52021492 A JP 52021492A JP 2149277 A JP2149277 A JP 2149277A JP S6059371 B2 JPS6059371 B2 JP S6059371B2
Authority
JP
Japan
Prior art keywords
press
wire
boom
auger
steel 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
Application number
JP52021492A
Other languages
Japanese (ja)
Other versions
JPS53107104A (en
Inventor
要 八戸
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.)
CHUO JIDOSHA KOGYO KK
HACHINOHE JUKI JUGEN
Original Assignee
CHUO JIDOSHA KOGYO KK
HACHINOHE JUKI JUGEN
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 CHUO JIDOSHA KOGYO KK, HACHINOHE JUKI JUGEN filed Critical CHUO JIDOSHA KOGYO KK
Priority to JP52021492A priority Critical patent/JPS6059371B2/en
Publication of JPS53107104A publication Critical patent/JPS53107104A/en
Publication of JPS6059371B2 publication Critical patent/JPS6059371B2/en
Expired legal-status Critical Current

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

Description

【発明の詳細な説明】 本発明は、ハンマーを使用せすに鋼杭に対する引張力
の作用とオーガーとの併用によつて鋼杭を地中に圧入す
る圧入機に関するものてある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a press-in machine for press-fitting steel piles into the ground by using a hammer in conjunction with the action of a tensile force on the steel piles and an auger.

既知の鋼杭圧入機にはハンマーを使用する打込機と、
ハンマーを使用せずにオーガーと静圧力とを利用する圧
入機とがある。何れの型式も自走車両に取付けた一定長
さのブームと、ブーム先端に懸吊したリーダー装置と、
リーダー装置と車両とを連結する連結金具とによつて固
定の三角形を形成している。従つて、リーダー装置に保
持した鋼杭を所定地点、例えば前に打込んだ鋼矢板に嵌
合する位置に正確に導くためには車両の精細な位置制御
が必要であり、周囲の建造物との関係で車両を所要地点
に移動するのが困難な場合には鋼杭の打込みは殆ど不可
能てある。 本発明の目的は、この問題点を解決し、リ
ーダー装置下端と車両との相対間隔を可変とし、著しく
作業性を容易にした鋼杭圧入機を提供すること・にあり
、その内容は、鋼杭を自走車両に支持したリーダーて保
持し、所定地点に圧入する圧入機において、前記自走車
両には旋回俯仰伸縮自在のブームを取付け、該ブームの
先端に固着した取付ブラケットに水平軸線を中心として
回動可能に旋回門ブラケットを枢支し、該旋回ブラケッ
トに推力軸受装置を介してシーブケースを垂直軸線を中
心として回動可能に取付け、該シーブケースの下部にリ
ーダー装置を吊設し、該リーダー装置の片側にはアース
オーガーとオーガー駆動装置と該オーガー駆動装置に連
結した鋼杭の押込ヘッドとを配置し、反対側には鋼杭押
込用のシーブを配置し、前記リーダー装置の最下端にプ
ーリを配置し、鋼杭を吊り上げる手段を連結した補巻ワ
イヤと、前記オーガー駆動装置に連結して前記オーガー
駆動装置を吊り下げるためのオーガー吊りワイヤと、鋼
杭圧入のために、前記押込ヘッドに前記プーリを介して
掛け渡したワイヤを連結した前記押込用シーブに連結し
て、前記押込用シーブを上方へ引張ることにより、押込
ヘッドを下方へ引張る引張ワイヤとの3本のワイヤを、
前記推力軸受装置の円筒部材内を通し、前記自走車両に
取付けたそれぞれの巻取装置によつて操作することを特
徴とするものである。
Known steel pile press-in machines include a driving machine that uses a hammer;
There is a press-fitting machine that uses an auger and static pressure without using a hammer. Both types have a boom of a certain length attached to a self-propelled vehicle, a leader device suspended from the tip of the boom,
A fixed triangle is formed by a connecting fitting that connects the reader device and the vehicle. Therefore, in order to accurately guide the steel pile held by the leader device to a predetermined point, for example, a position where it will fit into a previously driven steel sheet pile, precise position control of the vehicle is required. If it is difficult to move the vehicle to the required location due to this, driving steel piles is almost impossible. The purpose of the present invention is to solve this problem and provide a steel pile press-in machine that makes the relative distance between the lower end of the leader device and the vehicle variable and significantly facilitates the work. In a press-in machine that holds a pile with a leader supported by a self-propelled vehicle and press-fits it into a predetermined point, the self-propelled vehicle is equipped with a boom that can be rotated, raised and retracted, and a horizontal axis is connected to a mounting bracket fixed to the tip of the boom. A swing gate bracket is rotatably supported as a center, a sheave case is attached to the swing bracket via a thrust bearing device so as to be rotatable around a vertical axis, and a leader device is suspended from the bottom of the sheave case. , an earth auger, an auger drive device, and a steel pile pushing head connected to the auger drive device are arranged on one side of the leader device, and a sheave for pushing steel piles is arranged on the other side, and the leader device A pulley is arranged at the lowest end, an auxiliary winding wire connected to a means for lifting the steel pile, an auger suspension wire connected to the auger drive device for suspending the auger drive device, and for press-fitting the steel pile, three wires, including a pull wire that is connected to the pushing sheave connected to the wire stretched across the pushing head via the pulley, and pulls the pushing sheave upward, thereby pulling the pushing head downward; of,
The thrust bearing device is passed through a cylindrical member of the thrust bearing device and is operated by each winding device attached to the self-propelled vehicle.

本発明を図示の実施例に基づきさらに詳細に説明する。The present invention will be explained in more detail based on illustrated embodiments.

第1図は本発明による鋼杭圧入機の側面図であり、トラ
ッククレーン1の車体2上の旋回台3によつて3段伸縮
ブーム4を支持する。トラッククレーン1自体は既知の
構造であり、ブーム4の伸縮、俯仰、旋回を行う。ブー
ム4の先端にはアースオーガー付圧入装置5を相対回動
自在に枢支する。図示の圧入装置5は、ブーム4に固着
したブーム取付ブラケット6、ブラケット6に枢支され
水平軸線を中心として回動可能の旋回ブラケット7、旋
回ブラケット7に対して垂直軸線を中心として所定角度
範囲、例えはプラスマイナス45度の回動可能の上部シ
ーブケース8、上部シーブケー.ス8に固着されたリー
ダー装置9、リーダー装置9に案内支持されたオーガー
駆動装置10、オーガー駆動装置10に取付けられて回
転及び垂直方向に上下する螺旋状のアースオーガー11
、ソーター装置9に案内支持され鋼矢板の上端を把持す
.る鋼矢板押込ヘッド12、リーダー装置9の下端に取
付けられ、オーガー11、鋼矢板の下端を案内する下部
シーブケース13を有する。本発明では、トラッククレ
ーン1を利用した多段伸縮ブーム4にリーダー装置9を
水平軸線及び・垂直軸線を中心として回動可能に支持し
、さらにすべての操作をクレーン操作キヤピン内で行い
得るように操作ワイヤーをブーム4とリーダー装置9と
の間に連結する。
FIG. 1 is a side view of a steel pile press-in machine according to the present invention, in which a three-stage telescopic boom 4 is supported by a swivel platform 3 on a vehicle body 2 of a truck crane 1. The truck crane 1 itself has a known structure, and extends and contracts the boom 4, raises and lowers it, and rotates it. A press-fitting device 5 with an earth auger is pivotally supported at the tip of the boom 4 so as to be relatively rotatable. The illustrated press-fitting device 5 includes a boom mounting bracket 6 fixed to the boom 4, a swing bracket 7 that is pivotally supported by the bracket 6 and is rotatable about a horizontal axis, and a predetermined angular range about a vertical axis with respect to the swing bracket 7. For example, the upper sheave case 8 is rotatable by plus or minus 45 degrees, and the upper sheave case 8 is rotatable by plus or minus 45 degrees. A leader device 9 fixed to the base 8, an auger drive device 10 guided and supported by the leader device 9, and a spiral earth auger 11 attached to the auger drive device 10 to rotate and move up and down in the vertical direction.
, which is guided and supported by the sorter device 9 and grips the upper end of the steel sheet pile. The steel sheet pile pushing head 12 is attached to the lower end of the leader device 9, and includes an auger 11 and a lower sheave case 13 that guides the lower end of the steel sheet pile. In the present invention, a leader device 9 is supported on a multi-stage telescopic boom 4 using a truck crane 1 so as to be rotatable about a horizontal axis and a vertical axis, and all operations can be performed within a crane operating gear pin. A wire is connected between the boom 4 and the leader device 9.

従つて、既知の装置に比較して著しく相違する部分は、
ブーム取付ブラケット6、旋回ブラケット7、上部シー
ブケース8であり、以下これらについて詳述する。第2
図及び第3図はトラッククレーン1のブーム4の先端部
とソーター装置9との間の拡大断面図を示す。
Therefore, the parts that are significantly different compared to known devices are:
These are a boom mounting bracket 6, a swing bracket 7, and an upper sheave case 8, which will be described in detail below. Second
3 and 3 show an enlarged sectional view between the tip of the boom 4 of the truck crane 1 and the sorter device 9. As shown in FIG.

ブーム取付ブラケット6はほぼ三角形の2枚の側板21
を互に剛性に結合し、ピン22,23によつてブーム4
の頂部に取付け、ピン24によつて旋回ブラケット7の
2枚の側板25Aを水平軸線を中心として回動可能に支
持する。ピン23に3枚並列のプーリ26,27,28
を回転自在に支承し、後述する通り、ブーム4と旋回ブ
ラケット7との間のワイヤ30,31,32をそれぞれ
案内する。旋回ブラケット7の上部の2枚の側板25は
下部円筒33に一体的に固着し、円筒33内の推力軸受
装置34を介して上部シーブケース8の円筒部材35を
垂直軸線を中心として回動可能に支持する。側板25に
取付けたピン36に3枚のプーリ37,38,39を支
承し、それぞれ前記ワイヤ30,31,32を案内し、
ブーム4からのこれらのワイヤを垂直下方に円筒部材3
5の孔40を通し、旋回ブラケット7と上部シーブケー
ス8との間の垂直軸線を中心とする相対回動を可能にす
る。上部シーブケース8はほぼ箱型の剛性構造とし、頂
板41に取付けた円筒部材35によつて旋回ブラケット
7に支持され、底板42にリーダー装置9を固着する。
上部シーブケース8内に水平、垂直の多数のピンによつ
て多数のプーリを支承する。これらのシーブケース8内
の各プーリについては作業の概略及び第4〜6図に示す
ローブ経路図と併せて次に説明する。作業の最初の手順
は鋼矢板吊込み作業てある。
The boom mounting bracket 6 has two approximately triangular side plates 21.
The boom 4 is rigidly connected to each other by pins 22 and 23.
The two side plates 25A of the swing bracket 7 are rotatably supported by pins 24 about the horizontal axis. Three pulleys 26, 27, 28 in parallel on pin 23
As will be described later, wires 30, 31, and 32 are guided between the boom 4 and the swing bracket 7, respectively. The two upper side plates 25 of the swing bracket 7 are integrally fixed to the lower cylinder 33, and the cylindrical member 35 of the upper sheave case 8 can be rotated about a vertical axis via a thrust bearing device 34 in the cylinder 33. support. Three pulleys 37, 38, 39 are supported by a pin 36 attached to the side plate 25, and guide the wires 30, 31, 32, respectively,
Connect these wires from the boom 4 vertically downward to the cylindrical member 3.
5 allows relative rotation between the pivot bracket 7 and the upper sheave case 8 about a vertical axis. The upper sheave case 8 has a substantially box-shaped rigid structure, and is supported by the swing bracket 7 by a cylindrical member 35 attached to the top plate 41, and the reader device 9 is fixed to the bottom plate 42.
A large number of pulleys are supported within the upper sheave case 8 by a large number of horizontal and vertical pins. Each of the pulleys in the sheave case 8 will be described below together with the outline of the operation and the lobe path diagrams shown in FIGS. 4 to 6. The first step in the work is to suspend the steel sheet piles.

クレーン操作キヤピン内の補巻ウインチ操作レバーによ
つてワイヤ31を伸長する。ワイヤ31はブーム4のプ
ーリ27、旋回ブラケット7のプーリ38を経て上部シ
ーブケース8内に入り、水平のピン50,51に支承さ
れたプーリ52,53を通る。ピン51はシーブケース
8の側方に突出したブラケット54に支持される。従つ
てプーリ53はシーブケース8の側方に突出して補巻フ
ック55を支持する。この補巻フック55により鋼矢板
(図示せず)を吊り上げ、鋼矢板押込ヘッド12の下部
に取付ける。次に旋回台3、ブーム4を操作して所要の
位置、例えば既に圧入した鋼矢板に嵌合するようにする
。さらにオーガー11をオーガー駆動装置10によつて
土を堀込むと同時に鋼矢板押込ヘッド12を引き鋼矢板
を地中に圧入する。第5図はオーガー吊りワイヤ経路図
である。
The wire 31 is extended by the auxiliary winch operating lever in the crane operating gear pin. The wire 31 enters the upper sheave case 8 through the pulley 27 of the boom 4 and the pulley 38 of the swing bracket 7, and passes through pulleys 52 and 53 supported on horizontal pins 50 and 51. The pin 51 is supported by a bracket 54 that projects laterally of the sheave case 8. Therefore, the pulley 53 projects laterally of the sheave case 8 and supports the auxiliary winding hook 55. A steel sheet pile (not shown) is lifted by the auxiliary hoisting hook 55 and attached to the lower part of the steel sheet pile pushing head 12. Next, the swivel base 3 and boom 4 are operated to fit into a desired position, for example, the steel sheet pile that has already been press-fitted. Further, the auger 11 is used to dig soil by the auger drive device 10, and at the same time the steel sheet pile pushing head 12 is pulled to press the steel sheet pile into the ground. FIG. 5 is an auger suspension wire route diagram.

ワイヤ30は補巻ワイヤ31と並列してプーリ26を通
り、旋回ブラケット7のプーリ37を経て上部シーブケ
ース8内に入る。シーブケース8内でピン60に支承さ
れたプーリ61、抑えプーリ62を通り、さらに垂直軸
線のピン63に支承されたプーリ64を経てシーブケー
ス8外方のプーリの組65に入る。そして上部シーブケ
ース8の外方に突出したブラケット66,67に取付け
たピン68にプーリの組65を支承する。プーリの組6
5に対向するプーリの組69はアースオーガー駆動装置
10を支持する。これによつてオーガー引抜きに際して
大きなりを作用する。第6図は鋼矢板圧入のための主ワ
イヤ系統を示す。
The wire 30 passes through the pulley 26 in parallel with the auxiliary winding wire 31, passes through the pulley 37 of the swing bracket 7, and enters the upper sheave case 8. It passes through a pulley 61 and a restraining pulley 62 supported on a pin 60 inside the sheave case 8, and further passes through a pulley 64 supported on a pin 63 on a vertical axis, and enters a set of pulleys 65 outside the sheave case 8. A pulley set 65 is supported on pins 68 attached to brackets 66 and 67 projecting outward from the upper sheave case 8. Pulley set 6
A set of pulleys 69 opposite 5 supports the earth auger drive 10. This exerts a large force when withdrawing the auger. Figure 6 shows the main wire system for press-fitting steel sheet piles.

この圧入機では、鋼枚板上端を支持する押込ヘッド12
に取付けたワイヤ70を下部シーブケース1,3を経て
さらにシーブ71まで巡らし、このシーブ71をワイヤ
32により引張り、鋼矢板を地中に押し込む。トラック
クレーン1に取付けた主ウインチに結合したワイヤ32
は、ワイヤ30,31と並列してフーム4頂部のプーリ
28を通り、さらに旋回ブラケット7のプーリ39を通
つて上部シーブケース8内に入り、前述のピン60より
も下方の水平のピン72によつて支承されたプーリ73
を通る。さらにワイヤ32は抑えプーリ74を経てピン
63と同一軸線で下方にありピン76に支承したプーリ
75を通る。次に水平軸線のピン77に支承されたプー
リ78を経て、上部シーブケース8外方に出たワイヤ3
2はプーリの組79に入る。シーブケース8外方に突出
したブラケット又は側壁80,81に取付けたピン82
によつてプーリの組79を支承し、このプーリの組79
は下方のシーブ71のプーリの組83と組合せる。そし
てシーブ71の下方に取付けた吊金具84にプーリ85
を支承する。プーリ85にワイヤ70を通し、第1図及
ひ第6図に示すように、ワイヤ70は下部シーブケース
13に支承したプーリ86,87,88,89を通つて
上方に方向を変換して両端を鋼矢板押込ヘッド12に取
付ける。主ウインチの操作によつてワイヤ32はブーム
4の頂端から旋回ブラケット7、上部シーブケース8内
に入り、上部シーブケース8を出たワイヤ32はシーブ
11を上方に動かす。さらにシーブ71に連結したワイ
ヤ70は下部シーブケース13内を通つて上方の押込ヘ
ッド12を大きなりで下方に引き、押込ヘッド12に取
付けられた鋼矢板は地中に圧入される。アースオーガー
11は同時に土中を堀込み、鋼矢板の圧入を容易にする
。所定位置まで鋼矢板が圧入されると、押込ヘッド12
を外し、次にオーガー11を逆回転させて土を埋め戻し
ながらオーガー吊リウインチを操作すると、ワイヤ30
はブーム4の頂端から旋回ブラケット7を経て上部シー
ブケース8に入り、第5図に示した経路を通つてプーリ
の組65,69によつてオーガー駆動装置10、鋼矢板
押込ヘッド12を引き上げる。
In this press-fitting machine, a pushing head 12 that supports the upper end of a steel plate is used.
A wire 70 attached to the steel sheet pile is routed through the lower sheave cases 1 and 3 to a sheave 71, and this sheave 71 is pulled by the wire 32 to push the steel sheet pile into the ground. Wire 32 connected to the main winch attached to truck crane 1
passes through the pulley 28 at the top of the hoom 4 in parallel with the wires 30 and 31, and then enters the upper sheave case 8 through the pulley 39 of the swing bracket 7, and is connected to the horizontal pin 72 below the aforementioned pin 60. Pulley 73 supported by
pass through. Furthermore, the wire 32 passes through a restraining pulley 74 and a pulley 75 which is located below and coaxially with the pin 63 and is supported on a pin 76 . Next, the wire 3 passes through a pulley 78 supported by a pin 77 on the horizontal axis and exits the upper sheave case 8.
2 enters pulley group 79. A pin 82 attached to the bracket or side walls 80, 81 protruding outward from the sheave case 8
The pulley set 79 is supported by the pulley set 79.
is combined with the pulley set 83 of the lower sheave 71. A pulley 85 is attached to a hanging bracket 84 attached below the sheave 71.
support. The wire 70 is passed through the pulley 85, and as shown in FIG. 1 and FIG. is attached to the steel sheet pile pushing head 12. By operating the main winch, the wire 32 enters the swing bracket 7 and the upper sheave case 8 from the top end of the boom 4, and the wire 32 exiting the upper sheave case 8 moves the sheave 11 upward. Further, the wire 70 connected to the sheave 71 passes through the lower sheave case 13 and pulls the upper pushing head 12 downward with a large force, and the steel sheet pile attached to the pushing head 12 is press-fitted into the ground. The earth auger 11 simultaneously digs into the soil and facilitates press-fitting of the steel sheet pile. When the steel sheet pile is press-fitted to a predetermined position, the pushing head 12
, and then operate the auger lifting winch while backfilling the soil by rotating the auger 11 in the opposite direction, and the wire 30
enters the upper sheave case 8 from the top end of the boom 4 via the swing bracket 7, and pulls up the auger drive 10 and sheet pile pushing head 12 by pulley sets 65 and 69 through the path shown in FIG.

この操作は用済みの鋼矢板の引抜き作業にも使用するこ
とができ、この場合にはオーガー11は取付けない。本
発明に係る鋼杭圧入機は上述のような構成、作用を有し
、次に列記するような利点がある。
This operation can also be used for pulling out used steel sheet piles, and in this case, the auger 11 is not attached. The steel pile press-in machine according to the present invention has the above-described structure and function, and has the following advantages.

(1)自走車両としては専用の車両ではなくトラックク
レーン車を使用できる。ただしトラッククレーンのウイ
ンチは通常2個なので、本発明の圧入作業のためには3
個のウインチが必要であり、僅かな改造を要する。(2
)クレーンの多段伸縮ブーム頂端にリーダーを水平並び
に垂直軸線を中心として回動可能に支持したので、トラ
ック自体を正確に移動する必要がなく、下部シーブケー
ス13のみを回動移動して正確に位置決めし、上端を追
随させることは容易である。
(1) As a self-propelled vehicle, a truck crane vehicle can be used instead of a dedicated vehicle. However, since a truck crane usually has two winches, three winches are required for the press-fitting work of the present invention.
Winches are required and minor modifications are required. (2
) Since the leader is supported at the top of the multi-stage telescopic boom of the crane so that it can rotate around horizontal and vertical axes, there is no need to accurately move the truck itself, and only the lower sheave case 13 can be rotated to accurately position it. However, it is easy to follow the top edge.

従つて、位置決めに必要とする時間は著しく短縮され、
トラッククレーンの停止位置を広い範囲に選択すること
が可能となり、隣接して鋼矢板を圧入する場合にはその
都度車両の停止点を変更する必要がなく、作業性は著し
く向上する。(3)さらに全てのワイヤ装置をトラック
クレーン内に導くことによつて、操作は著しく簡単であ
る。
Therefore, the time required for positioning is significantly reduced,
The stopping position of the truck crane can be selected from a wide range, and when adjacent steel sheet piles are press-fitted, there is no need to change the stopping point of the vehicle each time, and work efficiency is significantly improved. (3) Furthermore, by guiding all the wire equipment into the truck crane, the operation is significantly simpler.

ワイヤを旋回ブラケットの推力軸受装置内を通すことに
よつて、リーダー装置を広い角度範囲に旋回させること
ができる。(4)ウインチの引張力を利用した圧入てあ
るため、既知のハンマー機の騒音は生じない。
By passing the wire through the thrust bearing device of the pivot bracket, the reader device can be pivoted over a wide range of angles. (4) Since it is press-fitted using the tensile force of a winch, it does not generate the noise of known hammer machines.

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

図面は本発明に係る鋼杭圧入機の実施例を示すものであ
り、第1図はその側面図、第2図は第1図の上端部分の
拡大縦断面図、第3図は同じく上端部分の拡大横断面図
、第4図、第5図及び第6図は各ワイヤの経路図である
。 符号1はトラッククレーン、3は旋回台、4はブーム、
5は圧入装置、6はブーム取付ブラケット、7は旋回ブ
ラケット、8は上部シーブケース、9はリーダー装置、
10はオーガー駆動装置、11はアースオーガー、12
は鋼矢板押込ヘッド、13は下部シーブケース、30,
31,32はワイヤ、34は推力軸受装置である。
The drawings show an embodiment of the steel pile press-in machine according to the present invention, and FIG. 1 is a side view thereof, FIG. 2 is an enlarged vertical sectional view of the upper end portion of FIG. 1, and FIG. 3 is an upper end portion of the same. The enlarged cross-sectional view of FIG. 4, FIG. 5, and FIG. 6 are route diagrams of each wire. Code 1 is a truck crane, 3 is a swivel platform, 4 is a boom,
5 is a press-fitting device, 6 is a boom mounting bracket, 7 is a swing bracket, 8 is an upper sheave case, 9 is a leader device,
10 is an auger drive device, 11 is an earth auger, 12
is the steel sheet pile pushing head, 13 is the lower sheave case, 30,
31 and 32 are wires, and 34 is a thrust bearing device.

Claims (1)

【特許請求の範囲】[Claims] 1 鋼杭を自走車両に支持したリーダーで保持し、所定
地点に圧入する圧入機において、前記自走車両には旋回
俯仰伸縮自在のブーム4を取付け、該ブーム4の先端に
固着した取付ブラケット6に水平軸線を中心として回動
可能に旋回ブラケット7を枢支し、該旋回ブラケット7
に推力軸受装置34を介してシーブケース8を垂直軸線
を中心として回動可能に取付け、該シーブケース8の下
部にリーダー装置9を呂設し、該リーダー装置9の片側
にはアースオーガー11とオーガー駆動装置10と該オ
ーガー駆動装置10に連結した鋼杭の押込ヘッド12と
を配設し、反対側には鋼杭押込用のシーブ71を配置し
、前記リーダー装置9の最下端にプーリ86〜89を配
置し、鋼杭を吊り上げる手段を連結した補巻ワイヤ31
と、前記オーガー駆動装置10に連結して前記オーガー
駆動装置10を吊り下げるためのオーガー吊りワイヤ3
0と、鋼杭圧入のために、前記押込ヘッド12に前記プ
ーリ86〜89を介して掛け渡したワイヤ70を連結し
た前記押込用シープ71に連結して、前記押込用シープ
71を上方へ引張ることにより、押込ヘッド12を下方
へ引張る引張ワイヤ32との3本のワイヤ31、30、
32を、前記推力軸受装置34の円筒部材35内を通し
、前記自走車両に取付けたそれぞれの巻取装置によつて
操作することを特徴とする鋼杭圧入機。
1 In a press-in machine that holds a steel pile with a leader supported by a self-propelled vehicle and press-fits it into a predetermined point, the self-propelled vehicle is equipped with a boom 4 that can be rotated, raised and retracted, and a mounting bracket fixed to the tip of the boom 4. A pivot bracket 7 is pivotably supported on the pivot bracket 6 so as to be rotatable about a horizontal axis.
A sheave case 8 is attached rotatably around a vertical axis via a thrust bearing device 34, and a leader device 9 is installed at the bottom of the sheave case 8. An auger drive device 10 and a steel pile pushing head 12 connected to the auger drive device 10 are arranged, a sheave 71 for pushing steel piles is arranged on the opposite side, and a pulley 86 is arranged at the lower end of the leader device 9. -89 are arranged and the auxiliary winding wire 31 is connected to a means for hoisting the steel pile.
and an auger suspension wire 3 connected to the auger drive device 10 for suspending the auger drive device 10.
0, and for press-fitting a steel pile, connect the wire 70 that is stretched over the push-in head 12 via the pulleys 86 to 89 to the connected push-in sheep 71, and pull the push-in sheep 71 upward. three wires 31, 30, with a pull wire 32 pulling the pusher head 12 downward;
32 is passed through the cylindrical member 35 of the thrust bearing device 34 and is operated by respective winding devices attached to the self-propelled vehicle.
JP52021492A 1977-03-02 1977-03-02 steel pile press-in machine Expired JPS6059371B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP52021492A JPS6059371B2 (en) 1977-03-02 1977-03-02 steel pile press-in machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP52021492A JPS6059371B2 (en) 1977-03-02 1977-03-02 steel pile press-in machine

Publications (2)

Publication Number Publication Date
JPS53107104A JPS53107104A (en) 1978-09-18
JPS6059371B2 true JPS6059371B2 (en) 1985-12-25

Family

ID=12056460

Family Applications (1)

Application Number Title Priority Date Filing Date
JP52021492A Expired JPS6059371B2 (en) 1977-03-02 1977-03-02 steel pile press-in machine

Country Status (1)

Country Link
JP (1) JPS6059371B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4597935B2 (en) * 2006-09-29 2010-12-15 有限会社邦恵工業所 Top part mechanism of leader in pile driving device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5431605B2 (en) * 1974-09-24 1979-10-08

Also Published As

Publication number Publication date
JPS53107104A (en) 1978-09-18

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