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JPS6227206B2 - - Google Patents
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JPS6227206B2 - - Google Patents

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Publication number
JPS6227206B2
JPS6227206B2 JP55108172A JP10817280A JPS6227206B2 JP S6227206 B2 JPS6227206 B2 JP S6227206B2 JP 55108172 A JP55108172 A JP 55108172A JP 10817280 A JP10817280 A JP 10817280A JP S6227206 B2 JPS6227206 B2 JP S6227206B2
Authority
JP
Japan
Prior art keywords
steel plate
plate cell
shaft
horizontal connecting
pile driver
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
JP55108172A
Other languages
Japanese (ja)
Other versions
JPS5634828A (en
Inventor
Kikuji Egawa
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP10817280A priority Critical patent/JPS5634828A/en
Publication of JPS5634828A publication Critical patent/JPS5634828A/en
Publication of JPS6227206B2 publication Critical patent/JPS6227206B2/ja
Granted legal-status Critical Current

Links

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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】 従来、護岸用に使用される円筒状鋼板セルは、
置セルとして砂詰めをして地上に載置し、通常、
自然沈下により貫入され強制的に地中に貫入しな
いので、護岸強度を得るのには長期沈下安定が必
要で、急速施工には不適当であつた。
[Detailed description of the invention] Conventionally, cylindrical steel plate cells used for seawalls are
As a storage cell, it is filled with sand and placed on the ground.
Since it penetrates through natural settlement and does not forcefully penetrate into the ground, stable settlement is required for a long period of time in order to obtain the strength of the revetment, making it unsuitable for rapid construction.

また、直線鋼矢板を円筒状に組立てて地中に貫
入する鋼矢板セル工法があるが、鋼矢板の組合
せ、建込み等に多大の手間と時間とを要し、セル
自体の密封性も良好でない等の欠点があつた。
In addition, there is a steel sheet pile cell construction method in which straight steel sheet piles are assembled into a cylindrical shape and penetrated into the ground, but it requires a great deal of time and effort to assemble and erect the steel sheet piles, and the sealing properties of the cells themselves are also poor. There were some drawbacks such as:

前記鋼板セルの打込装置は、従来から開発され
提案されているが、鋼板セル上に偏つた打込力を
加えないように打込装置を鋼板セル上の適正位置
に配置するのが難しく、また、鋼板セルのサイズ
(径)に対応させるのに困難を来し、打込性能、
能率低下の一因になつているなどの問題点があ
る。
Driving devices for steel plate cells have been developed and proposed in the past, but it is difficult to place the driving device at an appropriate position on the steel plate cell so as not to apply uneven driving force onto the steel plate cell. In addition, it is difficult to match the size (diameter) of the steel plate cell, and the driving performance
There are problems such as contributing to a decrease in efficiency.

本発明は、前記のような問題点に対処するため
に開発された鋼板セルの打込装置であつて、同期
装置の架台の周囲に長短取替可能な3本以上の水
平連結脚を放射方向に突設し、前記各水平連結脚
の各先端部に振動杭打機を固設して、前記各振動
杭打機の下側に鋼板セルの上端部を掴持するチヤ
ツク機構を付設するとともに、前記架台上に配設
した前記同期装置の歯車伝導機構に前記各振動杭
打機の各駆動軸をそれぞれ中間伝導軸を介して連
結し同各振動杭打機を同期駆動せしめた構成に特
徴を有し、3個以上の振動杭打機の鋼板セル上へ
の配置性能とともに打込性能を向上し各種サイズ
の鋼板セルへの適用を可能にして前記のような問
題点を解消している。
The present invention is a steel sheet cell driving device developed to address the above-mentioned problems, and includes three or more horizontal connecting legs that can be changed in length and length around the pedestal of the synchronizer in the radial direction. a vibrating pile driver is fixed to each end of each of the horizontal connecting legs, and a chuck mechanism for gripping the upper end of the steel plate cell is attached to the lower side of each of the vibrating pile drivers; , characterized in that each drive shaft of each of the vibrating pile drivers is connected to a gear transmission mechanism of the synchronizer disposed on the pedestal via an intermediate transmission shaft to drive the vibrating pile drivers synchronously. This system improves the ability to place three or more vibrating pile drivers onto steel plate cells, improves the driving performance, and makes it possible to apply to steel plate cells of various sizes, thereby solving the above-mentioned problems. .

本発明は、前記のような構成になつており、同
期装置の架台の周囲に放射方向に突設された3本
以上の各水平連結脚の各先端部に振動杭打機が固
設され、各振動杭打機の各下側にチヤツク機構が
付設されているため、前記各チヤツク機構によつ
て鋼板セルの上部を掴持すると、3個以上の前記
各振動杭打機が鋼板セル上に均等に分配されて配
置され、前記架台および前記水平連結脚による支
持力で各振動杭打機の各重量が鋼板セル上に均等
に負荷されるとともに、各振動杭打機はそれぞれ
中間伝導軸および中心部の同期装置の歯車伝導機
構による同期伝導により回転位相が同一に保持さ
れ即ち同期されて、鋼板セル上に大きな合成上下
振動が均等配分にて加えられ、同鋼板セルは速や
かに地中に貫入されて大径の鋼板セルも容易に地
中に貫入され、工期が短縮され短期地盤の安定性
が得られて、鋼板セル上への各振動杭打機の配置
性能とともに打込性能、能率が著しく向上されて
いる。
The present invention has the above-mentioned configuration, in which a vibrating pile driver is fixedly installed at each tip of each of three or more horizontal connecting legs that protrude in a radial direction around the frame of the synchronizer, Since a chuck mechanism is attached to the lower side of each vibratory pile driver, when the upper part of the steel plate cell is gripped by each chuck mechanism, three or more of the vibratory pile drivers are attached to the steel plate cell. The weight of each vibrating pile driver is equally distributed and arranged on the steel plate cell by the supporting force of the mount and the horizontal connecting leg, and each vibrating pile driver has an intermediate conduction shaft and The rotational phase is kept the same by the synchronous transmission by the gear transmission mechanism of the central synchronizer, that is, it is synchronized, and a large synthetic vertical vibration is evenly distributed on the steel plate cell, and the steel plate cell quickly sinks into the ground. Large-diameter steel plate cells can be easily penetrated into the ground, shortening the construction period, providing short-term ground stability, and improving driving performance and efficiency as well as the placement performance of each vibratory pile driver on the steel plate cells. has been significantly improved.

同期装置の架台の周囲に放射方向に突設された
各水平連結脚を長短取替え可能にしているので、
各水平連結脚の先端部に固設されている各振動杭
打機の配設位置を鋼板セルのサイズ(径)に対応
させて調整でき、各種サイズの鋼板セルに容易に
配置できる適合性を有し打込力を効果的に加える
ことができる。また、前記架台および各水平連結
脚による各振動杭打機および各チヤツク機構の支
持力によつて、鋼板セルの上端縁部の振動変形に
対する剛性が著しく増大され、打込の作動信頼性
が高められている。
The horizontal connecting legs that protrude in the radial direction around the pedestal of the synchronizer can be changed in length or length, so
The installation position of each vibrating pile driver, which is fixed at the tip of each horizontal connecting leg, can be adjusted according to the size (diameter) of the steel plate cell, making it suitable for easy placement in steel plate cells of various sizes. With this, driving force can be applied effectively. In addition, the supporting force of each vibrating pile driver and each chuck mechanism by the above-mentioned frame and each horizontal connecting leg significantly increases the rigidity against vibration deformation of the upper edge of the steel plate cell, increasing the operational reliability of driving. It is being

以下、本発明を図示の実施例によつて説明す
る。
Hereinafter, the present invention will be explained with reference to illustrated embodiments.

1は円筒状の鋼板セル、2は上部に振動杭打機
3が固設され下側にチヤツク機構即ちチヤツク4
が付設された架台、6は同期装置7の架台であつ
て、同期装置7の架台6の周囲に放射状に突設さ
れた3本以上(図示では6本)の水平連結脚5の
各先端部に、架台2を介して振動杭打機3を固設
するとともに、同各振動杭打機3の下側に架台2
を介して鋼板セル1の上端部を掴持するチヤツク
機構(チヤツク4)を付設した構成になつてお
り、前記各水平連結脚5は、適宜の機構(図示省
略、例えばボルト連結による着脱取替えなど)に
よつて鋼板セル1のサイズ(径)に対応させて長
尺のものや短尺のものに取替え可能になつてい
る。
1 is a cylindrical steel plate cell, 2 is a vibrating pile driver 3 fixedly installed on the upper part, and a chuck mechanism, that is, a chuck 4 on the lower part.
Reference numeral 6 denotes a stand for the synchronizer 7, and each tip of three or more (six in the figure) horizontal connecting legs 5 protrudes radially around the stand 6 of the synchronizer 7. At the same time, a vibrating pile driver 3 is fixedly installed via a pedestal 2, and a pedestal 2 is attached to the bottom of each vibrating pile driver 3.
The structure is such that a chuck mechanism (chuck 4) is attached to grip the upper end of the steel plate cell 1 through a ), it is possible to replace it with a longer or shorter one depending on the size (diameter) of the steel plate cell 1.

前記架台6上に同期装置7が配設され、該同期
装置7は、第3図に示すように同期装置機枠8の
中央に大径の傘歯車9が両端を軸受10で支持さ
れた回転軸11に固定され、前記傘歯車9に噛合
するよう放射状に配設された所要数の小径の傘歯
車12が夫々前記機枠8に軸受13で支持された
回転軸14の一端に固定されてなる歯車伝導機構
を有し、前記各回転軸14の各他端部フランジ1
5と、前記各振動杭打機3の各駆動軸(モータ軸
16または重錘軸17、端部フランジ18)との
間にわたつて、中間伝導軸19(プロペラシヤフ
ト)がそれぞれ連結され、各振動杭打機の駆動軸
(モータ軸16または重錘軸17)が中間伝導軸
19、フランジ15を介して傘歯車12及び傘歯
車9の噛合で連繋されて同期駆動となり、前記各
振動杭打機3の回転位相が同一に保たれて同期さ
れ、大きな合成上下振動が生起される構成になつ
ている。
A synchronizer 7 is disposed on the pedestal 6, and the synchronizer 7 has a large-diameter bevel gear 9 in the center of a synchronizer frame 8, as shown in FIG. A required number of small-diameter bevel gears 12 are fixed to a shaft 11 and arranged radially so as to mesh with the bevel gears 9, each of which is fixed to one end of a rotating shaft 14 supported by a bearing 13 on the machine frame 8. Each other end flange 1 of each rotating shaft 14 has a gear transmission mechanism as shown in FIG.
5 and each drive shaft (motor shaft 16 or weight shaft 17, end flange 18) of each of the vibrating pile drivers 3, an intermediate transmission shaft 19 (propeller shaft) is connected. The drive shaft (motor shaft 16 or weight shaft 17) of the vibrating pile driver is connected via the intermediate transmission shaft 19 and the flange 15 through the meshing of the bevel gear 12 and the bevel gear 9, resulting in a synchronous drive. The rotational phase of the machine 3 is kept the same and synchronized, so that a large combined vertical vibration is generated.

中間伝導軸19に連結される振動杭打機3の前
記駆動軸としては、モータ軸16または重錘軸1
7があり、重錘軸17は、振動杭打機3の加振用
重錘(図示省略)の軸であつて、該重錘軸17の
場合は、フランジを介して中間伝導軸19に直結
することにより連結できる。
The drive shaft of the vibrating pile driver 3 connected to the intermediate transmission shaft 19 may be the motor shaft 16 or the weight shaft 1.
7, and the weight shaft 17 is the axis of the excitation weight (not shown) of the vibrating pile driver 3, and in the case of the weight shaft 17, it is directly connected to the intermediate conduction shaft 19 via a flange. You can connect by doing this.

また、モータ軸16の場合は、端部フランジ1
8からスプロケツト、チエンおよびスプロケツト
(図示省略)等によつて中間伝導軸19に伝導連
結でき、この場合は同中間伝導軸19の先端側が
振動杭打機3側に軸受される。図示の場合は、重
錘軸を連結した構造を示している。また、水平連
結軸5の長尺、短尺の取替に対応させて、中間伝
導軸19も適宜の手段で対応される。
In addition, in the case of the motor shaft 16, the end flange 1
8 can be conductively connected to an intermediate transmission shaft 19 by a sprocket, a chain, a sprocket (not shown), etc., and in this case, the tip side of the intermediate transmission shaft 19 is bearing on the vibrating pile driver 3 side. In the illustrated case, a structure in which the weight shafts are connected is shown. Furthermore, in response to the replacement of the horizontal connecting shaft 5 with a longer or shorter length, the intermediate transmission shaft 19 is also replaced by appropriate means.

前記各振動杭打機3の上端には吊具20が固定
され、同各吊具20はワイヤロープ21を介して
緩衝器22が連結され、同緩衝器22の上端はリ
ング状吊金具23の円周上等分位置下端に取付け
られる。更に吊金具23の上端円周上等分位置に
シヤツクル24が配設され、同各シヤクル24に
ワイヤロープ25が接続され、同各ワイヤロープ
25がクレーンフツク26に掛止されている。
A hanging device 20 is fixed to the upper end of each of the vibrating pile drivers 3, a buffer 22 is connected to each of the lifting devices 20 via a wire rope 21, and the upper end of the buffer 22 is connected to a ring-shaped hanging device 23. It is installed at the lower end of the circumference at equal intervals. Furthermore, shackles 24 are disposed at equal positions on the upper end of the hanging fitting 23 on the circumference, wire ropes 25 are connected to each of the shackles 24, and each of the wire ropes 25 is hung on a crane hook 26.

而して図示の装置によつて円筒状の鋼板セル1
を地中に貫入する際、地上に載置された鋼板セル
1上に本装置をクレーンフツク26を介して吊降
ろし、鋼板セル1の上端部に前記架台2を放射状
に位置せしめるとともにチヤツク4で鋼板セル1
の上端縁を掴持したのち前記各振動杭打機3を駆
動すると、同各振動杭打機3の駆動軸(モータ軸
16または重錘軸17)の回転は前記したよう
に、フランジ18、中間伝導軸19、フランジ1
5を介して傘歯車12及び9の噛合で連繋され同
期駆動となつて、前記各振動杭打機3の回転位相
が同一となり、大きな合成上下振動が生起して大
径の鋼板セル1も急速に地中に貫入される。
By using the illustrated device, a cylindrical steel plate cell 1 is formed.
When penetrating into the ground, the device is suspended via the crane hook 26 onto the steel plate cell 1 placed on the ground, the pedestal 2 is positioned radially at the upper end of the steel plate cell 1, and the chuck 4 Steel plate cell 1
When each vibrating pile driver 3 is driven after grasping the upper edge, the rotation of the drive shaft (motor shaft 16 or weight shaft 17) of each vibratory pile driver 3 is caused by the flange 18, Intermediate conduction shaft 19, flange 1
5, the bevel gears 12 and 9 are connected to each other by meshing, resulting in synchronous drive, so that the rotational phase of each of the vibrating pile drivers 3 is the same, a large combined vertical vibration is generated, and the large diameter steel plate cell 1 is also rapidly moved. penetrated into the ground.

なお、前記鋼板セル1の上端部に放射状に配設
された複数の架台2即ち各振動杭打機3は、各水
平連結脚5を介して鋼板セル1の中心部に配設さ
れた同期装置の架台6に連結されていることによ
つて、鋼板セル1の上端部の振動変形に対する剛
性が増大されるものである。
The plurality of mounts 2, that is, the vibrating pile drivers 3, which are arranged radially at the upper end of the steel plate cell 1, are connected to a synchronizer which is arranged at the center of the steel plate cell 1 via each horizontal connecting leg 5. By being connected to the pedestal 6, the rigidity of the upper end of the steel plate cell 1 against vibration deformation is increased.

緩衝器22は振動杭打機3から吊具20、ワイ
ヤロープ21を介して伝わる振動を緩和しなが
ら、下部重量及び引抜抵抗を吊金具24に伝達
し、また吊金具24は緩衝器22からの荷重を集
約し、シヤツクル24、ワイヤロープ25を介し
てクレーンフツク26に伝達するものである。
The shock absorber 22 transmits the lower weight and pull-out resistance to the hanging fixture 24 while mitigating the vibration transmitted from the vibrating pile driver 3 via the hanging fixture 20 and the wire rope 21. The load is concentrated and transmitted to the crane hook 26 via the shackle 24 and wire rope 25.

以上本発明を実施例について説明したが、本発
明は勿論このような実施例にだけ局限されるもの
ではなく、本発明の精神を逸脱しない範囲内で
種々の設計の改変を施しうるものである。
Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .

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

第1図は本発明に係る鋼板セルの打込方法の一
実施例の実施状態を示す側面図、第2図はその平
面図、第3図はその同期装置の詳細を示す横断平
面図である。 1……鋼板セル、3……振動杭打機、4……チ
ヤツク機構(チヤツク)、5……水平連結脚、6
……架台(同期装置)、7……同期装置、9,1
2……歯車伝導機構、16,17……駆動軸(モ
ータ軸、重錘軸)、19……中間伝導軸。
FIG. 1 is a side view showing an embodiment of the steel plate cell driving method according to the present invention, FIG. 2 is a plan view thereof, and FIG. 3 is a cross-sectional plan view showing details of the synchronization device. . 1... Steel plate cell, 3... Vibrating pile driver, 4... Chack mechanism (chuck), 5... Horizontal connecting leg, 6
... Frame (synchronization device), 7 ... Synchronization device, 9,1
2... Gear transmission mechanism, 16, 17... Drive shaft (motor shaft, weight shaft), 19... Intermediate transmission shaft.

Claims (1)

【特許請求の範囲】[Claims] 1 同期装置の架台の周囲に長短取替え可能な3
本以上の水平連結脚を放射方向に突設し、前記各
水平連結脚の各先端部に振動杭打機を固設して、
前記各振動杭打機の下側に鋼板セルの上端部を掴
持するチヤツク機構を付設するとともに、前記架
台上に配設した前記同期装置の歯車伝導機構に前
記各振動杭打機の各駆動軸をそれぞれ中間伝導軸
を介して連結し同各振動杭打機を同期駆動せしめ
た構成に特徴を有する鋼板セルの打込装置。
1. Around the frame of the synchronization device, the length can be changed to 3.
A number of horizontal connecting legs are provided that protrude in the radial direction, and a vibrating pile driver is fixed to each tip of each of the horizontal connecting legs,
A chuck mechanism for gripping the upper end of the steel plate cell is attached to the lower side of each of the vibratory pile drivers, and a gear transmission mechanism of the synchronizer disposed on the mount is connected to each drive of each of the vibratory pile drivers. A steel plate cell driving device characterized by a configuration in which the shafts are connected via intermediate transmission shafts and the vibratory pile drivers are driven synchronously.
JP10817280A 1980-08-08 1980-08-08 Method and device for driving steel plate cell Granted JPS5634828A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10817280A JPS5634828A (en) 1980-08-08 1980-08-08 Method and device for driving steel plate cell

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10817280A JPS5634828A (en) 1980-08-08 1980-08-08 Method and device for driving steel plate cell

Publications (2)

Publication Number Publication Date
JPS5634828A JPS5634828A (en) 1981-04-07
JPS6227206B2 true JPS6227206B2 (en) 1987-06-12

Family

ID=14477804

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10817280A Granted JPS5634828A (en) 1980-08-08 1980-08-08 Method and device for driving steel plate cell

Country Status (1)

Country Link
JP (1) JPS5634828A (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2745039B2 (en) * 1993-04-28 1998-04-28 株式会社クラベ Manufacturing method of sheet heating element
US6672805B1 (en) * 2001-09-27 2004-01-06 American Piledriving Equipment, Inc. Systems and methods for driving large diameter caissons
NL2005087C2 (en) * 2010-07-15 2012-01-17 Dieseko Group B V System for driving a large diameter caisson into the ground.
US10392871B2 (en) 2015-11-18 2019-08-27 American Piledriving Equipment, Inc. Earth boring systems and methods with integral debris removal
US9957684B2 (en) 2015-12-11 2018-05-01 American Piledriving Equipment, Inc. Systems and methods for installing pile structures in permafrost
US10273646B2 (en) 2015-12-14 2019-04-30 American Piledriving Equipment, Inc. Guide systems and methods for diesel hammers
US10538892B2 (en) 2016-06-30 2020-01-21 American Piledriving Equipment, Inc. Hydraulic impact hammer systems and methods
US12129623B2 (en) 2021-03-31 2024-10-29 American Piledriving Equipment, Inc. Segmented ram systems and methods for hydraulic impact hammers
US12606972B2 (en) 2024-02-07 2026-04-21 American Piledriving Equipment, Inc. Variable moment vibratory systems and methods

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52152503U (en) * 1976-05-17 1977-11-18

Also Published As

Publication number Publication date
JPS5634828A (en) 1981-04-07

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