JPS5891221A - Driving of pile - Google Patents

Driving of pile

Info

Publication number
JPS5891221A
JPS5891221A JP18647881A JP18647881A JPS5891221A JP S5891221 A JPS5891221 A JP S5891221A JP 18647881 A JP18647881 A JP 18647881A JP 18647881 A JP18647881 A JP 18647881A JP S5891221 A JPS5891221 A JP S5891221A
Authority
JP
Japan
Prior art keywords
pile
keeper
keepers
driving
moving
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.)
Granted
Application number
JP18647881A
Other languages
Japanese (ja)
Other versions
JPS6122094B2 (en
Inventor
Tsukasa Monai
司 毛内
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.)
Yoshinaga Manufacturing Co Ltd
Original Assignee
Yoshinaga Manufacturing 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 Yoshinaga Manufacturing Co Ltd filed Critical Yoshinaga Manufacturing Co Ltd
Priority to JP18647881A priority Critical patent/JPS5891221A/en
Publication of JPS5891221A publication Critical patent/JPS5891221A/en
Publication of JPS6122094B2 publication Critical patent/JPS6122094B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04Guide devices; Guide frames

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To correct the left and right angles of a pile by shortening the moving distance of a pile keepers by moving the upper and lower pile keepers separately in the left and right directions. CONSTITUTION:A pile 27 is coupled with and supported by upper and lower pile keepers 18. The upper and lower supporting parts 19 of pile keeper 18 are moved separately in the left and right directions on the upper and lower horizontal parts 2b and 2c of a pile driving tower 2, and the pile 27 is posed vertically to the left and right directions of a hull 1. The operations are performed by a piston 20 provided to each of the upper and lower horizontal parts 2b and 2c. Then, a motor 10 is actuated to turn a threaded lever 8, the auxiliary vertical part 2d of the pile driving tower 2 is vertically moved by the vertical movement of a nut part 12, and the pile 27 is posed vertically to the before and behind directions of the hull 1. By moving the upper and lower supporting parts 19 of the pile keeper 18 oppositely in the left and right directions respectively, the moving distance of the pile keeper 18 can be shortened.

Description

【発明の詳細な説明】 重層は杭を支持する上下のパイルキーパ−を別々に左右
−することにより、杭の左右角度を櫓船本体な移曽する
ことな(修整でき、且つ上下のパイルキーパ−を別々に
移−することによりパイルキーパーの5lljI距離を
殺くすることにより進運且つ容品に修整することができ
るようにしたことを轡値とする杭打眩方法に係るもので
ある。
[Detailed description of the invention] By separately moving the upper and lower pile keepers that support the piles to the left and right, the left and right angle of the piles can be adjusted without changing the main body of the oar boat, and the upper and lower pile keepers can be adjusted. This relates to a method of driving piles whose advantage is that by moving them separately, the distance of the pile keeper is eliminated, thereby making it possible to improve the progress and appearance of the pile keeper.

今その実施例を説明すれば、杭打櫓船本体111のi*
**は畿Sに杭打櫓(2)を傾―自在に堰付けた杭打櫓
装置において、杭打櫓船本体111の端優両儒にレール
(3)を前後方向に向けて坂付け、レ−k(3)の上*
Km―基台14)を藺後―廁在に駿け。
To explain the example now, the i* of the pile driving boat main body 111
** is a pile driving turret device in which a pile driving turret (2) is tilted freely on the ridge S, and the rail (3) is sloped in the front and rear direction of the pile driving turret main body 111. , above ray-k(3)*
After leaving Km-base 14), fly to Liao-zai.

二本の両層−基台(4)の外端部近くの上II(上−)
に杭打櫓l:の基部を枢着する軸承(5)を一定し、且
つ門臘状に組立てた杭打櫓(2)の基部をビン(6)で
軸承(5)に枢着すると共に、杭打櫓(2)の両−のl
I!形部鍵部材りの上端部及び基11に水平上下部材(
2k)(2c)を連結するものである。
Two layers - Upper II (upper -) near the outer edge of the base (4)
The shaft bearing (5) to which the base of the pile driving tower l: is pivotally connected is fixed, and the base of the pile driving tower (2) assembled in the form of a gate is pivotally connected to the bearing (5) with a pin (6). , both sides of the pile drive tower (2)
I! The horizontal upper and lower members (
2k) (2c).

II!形s#(2りの後部に偽へ字形の補助縦形部材(
2d)を一定し、補助縦形部材(2d)の山形11i1
1(2りと摺−基台(410内端上gKJ&付けた軸承
(7)間とを螺杵(8)で連結する。
II! Shape s# (False F-shaped auxiliary vertical member at the rear of the two (
2d) constant, and the chevron 11i1 of the auxiliary vertical member (2d)
1 (2) and the slide-base (410 inner end top gKJ & attached shaft bearing (7) are connected with a screw punch (8).

螺杆(8)の下端にベベルギヤー(9)を取付け、摺動
基台(4)上に龜付けたモーター四によりM−L、且つ
軸承(7)K回転自在に取付けたベベルギヤーター四の
一転によかベベルギヤー(9)稙υを介して一転する螺
杵(8)によりナツト部材a−が上下−するのでナツト
部材(&lを枢着した杭打櫓(2)がビン(6)を支点
に傾動するものである。杭打櫓船不体(1)の上部に壕
付けたモーター0により回転するベベルギヤーIに噛合
したベベルギヤーr151の喋杆−な指動基台(41K
設けたナツト部材αηに噛合する。
A bevel gear (9) is attached to the lower end of the screw rod (8), and the motor 4 attached to the sliding base (4) moves M-L, and the bevel gearer 4 is rotatably attached to the bearing (7) K. Since the nut member a- is moved up and down by the screw pestle (8) which is rotated through the screw of the bevel gear (9) υ, the piling tower (2) to which the nut member (&l) is pivoted pivots on the bottle (6). It is a rotary pointing base (41K) of a bevel gear R151 meshed with a bevel gear I rotated by a motor 0 installed in the upper part of the pile driving oar boat body (1).
It meshes with the provided nut member αη.

そしてモーターミコの回転によりベベルギヤーI−を介
して螺杵四を回転し指動基台(4)をレール(3)上に
て前後動させるものである。
The rotation of the motor rotates the four screw punches via the bevel gear I-, thereby moving the finger base (4) back and forth on the rail (3).

水平上下部材(2b) (2c)にパイルキーパ−a−
を11面に回IIJ自在に取付けたパイルキーパ−支持
部材α9を左右JIj1i+自在に取付けるものである
Pile keeper a- on the horizontal upper and lower members (2b) (2c)
The pile keeper support member α9 is attached to the 11th side so that it can be rotated freely.

水平上下部材(2b)(2C)の上面には各々ピストン
部材(2)を設け、ピストン部材(2)のシリンダー(
20りは水平上下部材(2b) (2G)に所定位置に
てビン等を用い着脱自在に取付けると共に、シリンダー
(201)に突出入するピストンロッド(20b)を支
持部材amの一優に取付けておくものである。
A piston member (2) is provided on the upper surface of each of the horizontal upper and lower members (2b) (2C), and the cylinder (2) of the piston member (2)
20 is removably attached to the horizontal upper and lower members (2b) (2G) at predetermined positions using bottles, etc., and the piston rod (20b) that protrudes into and out of the cylinder (201) is attached to the top of the support member am. It is something to keep.

シリンダー(20a)にはビン孔を穿ち、両水平上下部
材(2b)(2c) Kは一定間隔毎に適数漉のビン孔
を水平−直線上に穿ち、ビンcl!υにてシリンダー(
20m)を水平上下部材(2b) (2c)に設けた所
望のビン孔とシリンダー(201KI&けたビン孔とを
合致させてビンを挿通しシリンダー(20りと水平上下
部材(2b) (2c)とを一定し、ピストンロッド(
20b)を伸縮させて支持部#tilを左右に摺−して
所望位置にて停止させるものである。
Bottle holes are drilled in the cylinder (20a), and an appropriate number of bottle holes are drilled horizontally and in a straight line for both horizontal upper and lower members (2b) (2c) K at regular intervals, and the bottle cl! Cylinder at υ (
Align the desired bottle holes provided in the horizontal upper and lower members (2b) (2c) with the cylinder (201KI & girder bottle holes) and insert the bottle into the cylinder (20m) and the horizontal upper and lower members (2b) (2c). constant, the piston rod (
20b) is extended and contracted to slide the supporting portion #til left and right and stop it at a desired position.

水平上下部材(2b)(2C)のビン孔は水平上下部材
(2b)C20の上面に般けたアングル材等により形成
したレール四に芽ってもよく、水平上下部材(2b)(
2c)に直接設けてもよいものである。又、水平上部材
(’2b )は両側の#を形部材(251)の上端を連
結するように固定し、水〒下部材(2C)は両側の縦形
部材(2a)関に軸等で1iisea在に曜付けてお(
ものである。
The bottle holes of the horizontal upper and lower members (2b) (2C) may sprout into the rails 4 formed from angle materials etc. on the upper surface of the horizontal upper and lower members (2b) C20, and the horizontal upper and lower members (2b) (
2c) may be provided directly. In addition, the horizontal upper member ('2b) is fixed with # on both sides so as to connect the upper end of the shaped member (251), and the lower horizontal member (2C) is attached to the vertical member (2a) on both sides with a shaft or the like. Add the day to the present (
It is something.

水子下部lit (2c )の両端外側−にピストン藻
#−を赦け、ピストンS材(至)のシリンダー(33a
 )の 禽下1IIIIIIBを指動基台(4)k枢着−しピス
トン部材(2)のピストンロッド(23b)の先端部を
水平下1材(2C)8鉤上端に枢着(ハ)し、ピストン
ロッド(2:Th)の伸縮に、より水平下部材(2りな
杭打櫓(2)に関係なく前後に回動するものである。
Leave the piston rod #- on the outside of both ends of the Mizuko lower lit (2c), and remove the cylinder (33a) of the piston S material (to).
) is pivoted to the finger base (4), and the tip of the piston rod (23b) of the piston member (2) is pivoted to the upper end of the horizontal lower member (2C) 8 (c). , the piston rod (2:Th) rotates back and forth regardless of the expansion and contraction of the horizontal lower member (the two-dimensional pile driving tower (2)).

喋杆(8)及び鯛は縦形部材(2a)、摺−基台(4)
に対して左右対称に設け、シャフト員、ベベル(8)及
び顧を作−させるものである。
Speech rod (8) and sea bream are vertical members (2a), suri-base (4)
The shaft member, bevel (8), and shaft member are provided symmetrically with respect to each other.

パイルキーパ−C81はオイルシリンダー(18暑ンに
てパイルキーパ−錦の前部部材(18b)を關閉作動す
るようにしたものである。
The pile keeper C81 is configured to close and close the front member (18b) of the pile keeper brocade with an oil cylinder (18 heat).

で、且つ離脱しないように取付けておくものである。And it must be attached so that it does not come off.

崗(至)はレール(3)とJl論基台(4)とを離脱し
ないように挾持している支持ガイド部材である。
The support guide member holds the rail (3) and the JL base (4) so that they do not separate.

本願は前記構成よりして、杭打櫓船本体41)上に杭−
及びクレーン(至)並びにノ・ンマー(7)を積゛んで
杭打箇所に行き、クレーン(至)のビン(2)に設けた
ワイヤーCInKて杭(2)を吊り上げ、上下のパイル
キーパ−αIK嵌合し支持するものである。この時杭同
が左右に傾斜していても、パイルキーパー−は左右に回
動するので傾斜したま〜支持できる。その後、ピストン
部材■の作−により支持部材@lを水平上下部材(2b
)(2c)上を左右論させて杭鰭な左右方向に対し垂直
にする。
According to the above-mentioned configuration, the present application has a pile-driving oar on the main body 41).
Then load the crane (to) and hammer (7) to the pile driving point, lift the pile (2) using the wire CInK installed in the bin (2) of the crane (to), and fit the upper and lower pile keepers αIK. This is to support the same. At this time, even if the pile is tilted left and right, the pile keeper can be supported even if it is tilted because it rotates left and right. After that, the support member @l is moved horizontally by the upper and lower members (2b
) (2c) Make the upper side perpendicular to the left and right direction of the pile fin.

即ち少しの傾斜の場合はピストンロッド(2Ch)を伸
縮して修正し、太き(傾斜しているときは、ピストンロ
ッド(20b)を一旦伸纏させた後、その場で停止して
おき、シリンダー(20m )と水平上下部材(2b)
 (2c)とを固定しているビン−を抜き油圧等にてシ
リンダー(20m)をピスト/ロッド(2ob )方向
に移−させ、蕗ちピストンロッド(20b)をシリンダ
ー(20り内に内挿するよ5に移動し、再びビンOIK
てシリンダー(208)と水平上下部材(2b)(2C
)と固定する。シリンダー(20呻は杭(ロ)と支持部
材a■が重量があるのでシリンダー(20a)を移動さ
ぜる時、ピスト/ロッド(20b)及び支持stItm
sを摺−させることがなく移動できる。
In other words, if there is a slight inclination, correct it by extending or retracting the piston rod (2Ch), and if it is thick (if it is inclining), extend the piston rod (20b) once and then stop it on the spot. Cylinder (20m) and horizontal upper and lower members (2b)
(2c) and the cylinder (20m) are moved toward the piston/rod (2ob) direction using hydraulic pressure, etc., and the piston rod (20b) is inserted into the cylinder (20m). Go to 5 and press OK again
cylinder (208) and horizontal upper and lower members (2b) (2C
) and fix it. Since the cylinder (20) has heavy stakes (b) and support member a, when moving the cylinder (20a), the piston/rod (20b) and support member a are heavy.
It can be moved without sliding the s.

更に上下の支持部材acJは別々に作動させることがで
きるので、上部の支If#部材a9と下−の支持部材0
を別々の方向に移−することができるを互いに反対方向
に50cSずつS*させれば修正できるものである。そ
の後、杭■の*後方向の傾斜はモーター[1を作動させ
て螺杵(8)を回転させナツト部材azの上下−により
ナツト部材@と一体に枢着させられている補助縦形部材
(2d)の上下動により杭打櫓(2)本体を前後方向に
&gI鋺して傾斜角を修正するものである。このように
準備したらば杭(2)よりジブ(2)より吊っているワ
イヤーc3υを離し杭額の代りにハンマー−をワイヤー
01)の下端に取付け、ハンマー(至)を杭(2)の上
端部に固定して杭(2)を打設する。
Furthermore, since the upper and lower support members acJ can be operated separately, the upper support member If# member a9 and the lower support member 0 can be operated separately.
This can be corrected by moving S* in opposite directions by 50 cS. Thereafter, the *rearward inclination of the pile ■ is achieved by activating the motor [1 to rotate the screw punch (8) and rotating the auxiliary vertical member (2d ) The vertical movement of the piling tower (2) moves the main body of the piling tower (2) forward and backward to correct the inclination angle. Once prepared in this way, release the wire c3υ hanging from the jib (2) from the pile (2), attach a hammer to the lower end of the wire 01) instead of the pile frame, and attach the hammer (to) to the upper end of the pile (2). and drive the pile (2).

次に上部のパイルキーパ−a&Iに近くまでノーンマー
−が下降して来たらば、上部のパイルキーパ−a−1t
KI:Inよりはずし、モーター−を作動して杭打櫓(
2)を本体111内方に゛傾斜させてハンff −一の
下降にパイルキーパ−aaが邪魔にならない角度にて停
止しておき、再びハンマー■を作―させて下部のパイル
キーパ−(111の近くまで打設していくものである。
Next, when the non-maru comes down close to the upper pile keeper a & I, the upper pile keeper a-1t
Remove it from KI:In, activate the motor and move the pile driving turret (
2) Tilt the hammer inward to the main body 111 and stop it at an angle where the pile keeper aa does not get in the way of the descent of the hammer ff-1, then make the hammer again and press the lower pile keeper (near the 111). The concrete will be poured until the end.

更に又本願は、杭@のm後の角度又は杭打槽船本体(1
)の位置を修整するに当り杭(2)を上下のパイルキー
パ−QIIKて支持した後に水平下部材(2C)、のピ
ストン部材(2)をフリーにしておき、毫−ターIを作
動させ喋杆四を回転し、ナツト部材αDと一体の摺動基
台(4)を前後―させることにより修整できるが、この
時上下のパイルキーパ−α−が同一角度で杭打櫓(21
に固定されていると円滑に修整できないものである。本
願は水平下t#(2c)は杭打櫓(21に対しtms自
在°にされているので杭(5)の傾斜に従って追従でき
るので、上部のパイルキーパ−a−の位置が杭(至)の
打設位置に合っている時は、上部のパイルキーパー−の
位置を停止したま工にしておきM朧基台(4)を111
41−することにより下部のパイルキーパ−鱒の位置を
前後―して杭の先端な移動するものであるが、水平下部
材(2c)が杭打櫓(2)に対し枢所定位置或は角度に
なったならばピストン部材(至)にオイル等を送り回―
を停止させればよい。
Furthermore, the present application is concerned with the angle after m of the pile @ or the pile driving tank ship body (1
), after supporting the pile (2) with the upper and lower pile keepers QIIK, the piston member (2) of the horizontal lower member (2C) is left free, and the piston member I is activated and the talking rod is adjusted. 4 and move the sliding base (4) integrated with the nut member αD back and forth. At this time, the upper and lower pile keepers α- are aligned at the same angle with the pile driving tower (21
If it is fixed, it will not be possible to correct it smoothly. In this application, the horizontal lower t# (2c) is set at tms freely with respect to the pile driving turret (21), so it can follow the slope of the pile (5), so the position of the upper pile keeper -a- is at the position of the pile (to). When the pouring position is correct, leave the upper pile keeper at a stopped position and move the M oboro base (4) to 111.
41- By doing so, the pile keeper at the bottom moves the position of the trout back and forth and the tip of the pile moves, but the horizontal lower member (2c) is at a predetermined pivot position or angle with respect to the pile driving tower (2). If so, send oil etc. to the piston member (to).
All you have to do is stop it.

又、ピストン部材(2)を作動させピストンロッド(2
3b)の伸縮により水平下部材(2C)の角度を修整す
ることもできるのでいかなる角度で杭同を最初に仮9支
持しても自由にその角度を前後左右に修整できる。
Also, the piston member (2) is actuated to move the piston rod (2).
The angle of the horizontal lower member (2C) can be adjusted by expanding and contracting 3b), so even if the pile is initially temporarily supported at any angle, the angle can be adjusted freely forward, backward, left and right.

従って蝋い杭(2)で下部パイルキーパ−amのみにて
支持する場合杭打櫓(21を杭打櫓船本体(11の内側
に倒しておいても水平下部材(2C)が杭打櫓(2)と
別々にdllllllできるので自由にピストンロッド
(至)の作動により水平下部材(2C)を回―して杭@
の角度を修整できるものである。
Therefore, when supporting only the lower pile keeper am with wax piles (2), even if the pile driving turret (21) is laid down inside the pile driving turret (11), the horizontal lower member (2C) will not be able to reach the pile driving turret (21). Since it can be dllllllll separately from 2), you can freely rotate the horizontal lower member (2C) by operating the piston rod (to) and attach the pile @
The angle of the image can be adjusted.

本願は畝上のように杭打櫓に対し上下のパイルキーパ−
を左右別々に移動させて杭の角度を修整して打設するの
で杭の左右角度を櫓船本体を移動することなく修整でf
!、且つ上下のパイルキーパ−を別々K11−すること
によりパイルキーパ−のII―距離を短くするととくよ
りXa通且つ容J&KIIllすることができる等の特
徴4I:4Nするものである。
This application has upper and lower pile keepers for the pile drive tower like a ridge.
The left and right angles of the piles can be adjusted and driven by moving them separately on the left and right sides, so the left and right angles of the piles can be adjusted without moving the main body of the oar boat.
! In addition, by separately attaching the upper and lower pile keepers to shorten the II distance of the pile keepers, it is possible to achieve the characteristics 4I:4N, such as being able to pass through Xa more easily and to be more efficient.

仏閣画の簡単なI!明 JIIl閣は杭打設時の全体の一自図、菖2図は杭打槽
本体の@面図、JI3aiiは同平向図である。
Simple I of temple painting! Meiji IIl-kaku is a self-view of the entire structure at the time of pile driving, Iris 2 is a side view of the main body of the pile-driving tank, and JI3aii is a horizontal view of the same.

特許出麗人 吉水機械株式会社 手続補正書(方式) 昭和81年4り〕乙日 特許庁長官島  1) 春  樹 殿 1、事件の表示昭和s6年畳願第188478 号りイ
ダーツホウ滲つ 2、発明の名称杭打設方機 3 補正をする者 4、代 理 人 6 補正により増加する発明の数
Patent issued by Yoshimizu Kikai Co., Ltd. Procedural amendment (method) April 1981] Director General of the Patent Office 1) Haruki Tono 1, Indication of the case 1937, Tatami Application No. 188478 No. 2, Invention Name of pile driving method 3 Person making amendment 4, agent 6 Number of inventions increased by amendment

Claims (1)

【特許請求の範囲】[Claims] ill  杭打櫓に対し上下のパイルキーパ−を左右別
々に移動させて杭の角度を修理して打設することな特徴
とする杭打赦方法。
ill A pile driving method characterized in that the upper and lower pile keepers are moved separately to the left and right with respect to the pile driving tower, and the angle of the pile is corrected before driving.
JP18647881A 1981-11-20 1981-11-20 Driving of pile Granted JPS5891221A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18647881A JPS5891221A (en) 1981-11-20 1981-11-20 Driving of pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18647881A JPS5891221A (en) 1981-11-20 1981-11-20 Driving of pile

Publications (2)

Publication Number Publication Date
JPS5891221A true JPS5891221A (en) 1983-05-31
JPS6122094B2 JPS6122094B2 (en) 1986-05-30

Family

ID=16189176

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18647881A Granted JPS5891221A (en) 1981-11-20 1981-11-20 Driving of pile

Country Status (1)

Country Link
JP (1) JPS5891221A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102191767A (en) * 2010-03-04 2011-09-21 第一建设机工股份有限公司 Deck-liftable operation platform and construction method for marine wind power generation facility

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102191767A (en) * 2010-03-04 2011-09-21 第一建设机工股份有限公司 Deck-liftable operation platform and construction method for marine wind power generation facility
JP2011183835A (en) * 2010-03-04 2011-09-22 Daiichi Kensetsu Kiko Co Ltd Deck lifting-lowering workbench ship and construction method of offshore wind power generation facility

Also Published As

Publication number Publication date
JPS6122094B2 (en) 1986-05-30

Similar Documents

Publication Publication Date Title
NL2017937B1 (en) A wave-induced motion compensating crane for use on an offshore vessel, vessel and load transferring method
CN109928179A (en) Vertical prefabricated assembled box culvert auxiliary turning-over device and installation method
HU184298B (en) Barrage of sustained movable dam
JPS5891221A (en) Driving of pile
US3591936A (en) Submarine cutter dredger
CN219489436U (en) Combined arm support for arch-anchor integrated trolley
CN107794926B (en) Inclined rock-throwing pipe-dropping mechanism with position compensation function and operation method thereof
JPS5891222A (en) Driving of pile
WO1986001556A1 (en) Submarine element driving means
US3330420A (en) Boom support on soil excavating apparatus
CN110453680B (en) Side support amplitude-variable type stirring pile pressing integrated machine and construction method thereof
CN208671820U (en) A kind of explosive container support adjusting platform
FR2261969A1 (en) Vehicle mounted linkage boom crane - has stop on crane bottom section to carry boom from rest position to working position
CN217681810U (en) Mining stock installation device
JP2002285775A (en) Excavator
CN116101890B (en) Hoisting machine sideslip landing leg for severe offshore conditions
CN214614286U (en) A silt processing apparatus for hydraulic engineering
CN218912369U (en) Reinforced concrete supporting structure for building construction technology
CN109853967A (en) A kind of concrete plate clamper, installation manipulator and installation vehicle
CN218179844U (en) Concrete board quality detection device
CN216379529U (en) Side slope integral pouring framework
JP2519636Y2 (en) Garbage collection device
JP3378963B2 (en) Tilt-free drilling device
EP0145713A1 (en) Apparatus and method for performing work at sea
CN218370274U (en) Hydraulic turnover mechanism