JPS5835721Y2 - "Ten" pressure machine - Google Patents

"Ten" pressure machine

Info

Publication number
JPS5835721Y2
JPS5835721Y2 JP11946679U JP11946679U JPS5835721Y2 JP S5835721 Y2 JPS5835721 Y2 JP S5835721Y2 JP 11946679 U JP11946679 U JP 11946679U JP 11946679 U JP11946679 U JP 11946679U JP S5835721 Y2 JPS5835721 Y2 JP S5835721Y2
Authority
JP
Japan
Prior art keywords
weight
water
rubble
main body
machine
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
JP11946679U
Other languages
Japanese (ja)
Other versions
JPS5636742U (en
Inventor
広 杉原
Original Assignee
杉原 廣
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 杉原 廣 filed Critical 杉原 廣
Priority to JP11946679U priority Critical patent/JPS5835721Y2/en
Publication of JPS5636742U publication Critical patent/JPS5636742U/ja
Application granted granted Critical
Publication of JPS5835721Y2 publication Critical patent/JPS5835721Y2/en
Expired legal-status Critical Current

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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Description

【考案の詳細な説明】 本考案は、水中の捨石を均して防波堤等の基礎面を作る
ために使用する標圧機に関する。
[Detailed Description of the Invention] The present invention relates to a pressure marker used for leveling underwater rubble to create a foundation surface for a breakwater or the like.

水中の部属作業、すなわち水底に捨石を敷設して水平に
均す作業は、潜水夫の水中作業による手作業から、重錘
で水底上の捨石を叩く轢圧機による作業へと移行してき
た。
Underwater work, that is, the work of laying rubble on the water bottom and leveling it horizontally, has shifted from manual work done underwater by divers to work using a treadmill that uses a weight to pound the rubble on the bottom.

従来の軛圧機は、水底から水面上までの長いフレーム柱
の下端部に重りを設けた重錘を船または陸に設置したク
レーンで吊り下げ、水底に敷設した捨石上に繰り返し落
下させて捨石基礎面を打設均しするものである。
Conventional yoke pressure machines have a weight attached to the bottom end of a long frame column that extends from the water bottom to the water surface, and is suspended by a crane installed on a ship or on land, and repeatedly dropped onto rubble laid on the water bottom to create a rubble foundation. It is used to level the surface.

しかし、従来の部属機によれば、重錘を水底から一担上
昇させて捨石上に落下させる際に重錘は水の抵抗によっ
て落下速度が著しく減退し、捨石上への叩き力が小さく
なるので効率が悪くなる欠点があった。
However, according to the conventional attached machine, when the weight is raised from the bottom of the water and dropped onto the rubble, the falling speed of the weight is significantly reduced due to the resistance of the water, and the force with which it hits the rubble is reduced. Therefore, it had the disadvantage of poor efficiency.

また、水の流れによって重錘が傾き、所望の場所に落下
しない虞れがあった。
In addition, there was a risk that the weight would tilt due to the flow of water and not fall to the desired location.

本考案は、上記欠点を解消し、効率の良ぐ重錘を働かせ
ることができて能率のよい作業ができる部属機を提供せ
んとするものである。
The present invention aims to eliminate the above-mentioned drawbacks and provide an auxiliary machine that can use the weight efficiently and perform work efficiently.

以下に本考案の実施例を図にもとすいて説明する。Embodiments of the present invention will be described below with reference to the drawings.

第1図は標圧機の使用状態を示す図であり、符号Aで示
すものが標圧機、Bはクレーン船である。
FIG. 1 is a diagram showing how the marking machine is used, where the symbol A is the marking machine, and B is the crane ship.

部属機Aは、クレーン船Bに巻回されるロープ1によっ
て垂直に吊下され、轢圧機Aの下面を水底に接している
The affiliated machine A is vertically suspended by a rope 1 wound around a crane ship B, and the lower surface of the tread pressure machine A is in contact with the water bottom.

第2図は軛圧機Aの縦断面図である。FIG. 2 is a longitudinal sectional view of the yoke pressure machine A.

この部属機Aは案内フレーム2とパイルハンマ3とから
なり、案内フレーム2は、水面下に渡って4本の断面り
形案内柱4・・・・・・を立脚するとともに、隣接する
案内柱4同士を補強材5・・・・・・を介して断面正四
辺形の角柱状に形成される。
This affiliated machine A consists of a guide frame 2 and a pile hammer 3, and the guide frame 2 stands on four cross-sectional guide columns 4 extending below the water surface, and also supports the adjacent guide columns 4. They are formed into a prismatic shape with a regular quadrilateral cross section through reinforcing members 5.

案内柱4には、その内側に沿ってL形の摺動板6を、案
内柱4に設けるストッパ4aまで摺動可能にし、摺動板
6には支持板7を介してパイルハンマ3の本体8を保持
する。
The guide column 4 has an L-shaped sliding plate 6 along its inside that can be slid up to a stopper 4a provided on the guide column 4, and a main body 8 of the pile hammer 3 is attached to the sliding plate 6 via a support plate 7. hold.

パイルハンマ3は、円筒状の本体8の上端にブラケット
9を設け、この中央部の突出部9aに複数の固定滑車1
0・・・・・・を軸支する。
The pile hammer 3 includes a bracket 9 provided at the upper end of a cylindrical main body 8, and a plurality of fixed pulleys 1 mounted on a protrusion 9a at the center of the bracket 9.
0...... is pivotally supported.

ブラケット9の上には油圧シリンダ11を固着する。A hydraulic cylinder 11 is fixed onto the bracket 9.

油圧シリンダ11は、円筒の周囲をシリンダにしたもの
で、油圧シリンダ11にはシリンダ内を摺動するピスト
ンと一体に形成する可動支持体12を設ける。
The hydraulic cylinder 11 is formed around a cylinder, and is provided with a movable support 12 integrally formed with a piston that slides inside the cylinder.

さらに、油圧シリンダ11には可動支持体12のピスト
ンを挾むようにして2つの油圧接続手13.14を設け
、これらに油送管15.16を接続して案内フレーム2
の上方に延出し、図示省略するが、クレーン船Bに別途
設ける油圧機に油送管15.16を接続する。
Further, the hydraulic cylinder 11 is provided with two hydraulic connecting hands 13.14 so as to sandwich the piston of the movable support 12, and an oil feed pipe 15.16 is connected to these to connect the guide frame 12.
Although not shown, oil feed pipes 15 and 16 are connected to a hydraulic machine separately provided on the crane ship B.

一方、可動支持体12は、油圧シリンダ11の中心軸方
向に突設する支持部12 aに滑車17を複数個軸支す
る。
On the other hand, the movable support body 12 supports a plurality of pulleys 17 on a support portion 12 a that projects in the direction of the central axis of the hydraulic cylinder 11 .

この滑車17は、可動支持体12とともに上下動するの
で動滑車としての役をなす。
This pulley 17 moves up and down together with the movable support 12, so it functions as a movable pulley.

なお、符号18は、水の侵入を防ぐために設けるヘッド
カバーであり、取付部は防水構造になっている。
Note that reference numeral 18 is a head cover provided to prevent water from entering, and the mounting portion has a waterproof structure.

本体8の内部には、重錘19を上下可動に設ける。A weight 19 is provided inside the main body 8 so as to be movable up and down.

この重錘19は、別名ラムと呼ばれる重りであり、本体
8の内径より若干小さい外径を有す円柱状を有す。
This weight 19 is a weight also called a ram, and has a cylindrical shape with an outer diameter slightly smaller than the inner diameter of the main body 8.

重錘19の上端は、固定滑車10と滑車17とを交互に
掛は渡したワイヤロープ20の両端を固定する。
The upper end of the weight 19 fixes both ends of a wire rope 20 which is alternately passed between fixed pulleys 10 and pulleys 17.

重錘19の下端部は切頭円錐形を有し、本体8の下端に
設けるアンビル21に落下した際にアンビル21の凹部
に嵌まり合う。
The lower end of the weight 19 has a truncated conical shape, and when it falls onto the anvil 21 provided at the lower end of the main body 8, it fits into the recess of the anvil 21.

アンビル21は、中央凸部21 aを本体8の下端に挿
入して抜は止め措置が施こされ、さらにアンビル21の
各隅部を案内フレーム2に嵌め込んで摺動可能にして下
面を水底に敷設された捨石22に接触させる。
The anvil 21 has a central convex portion 21 a inserted into the lower end of the main body 8 to prevent it from being removed, and each corner of the anvil 21 is fitted into the guide frame 2 so that it can slide, and its lower surface is placed at the bottom of the water. It is brought into contact with the rubble 22 laid down.

なお、上記実施例では標圧機Aを単独で使用しているが
、複数個使用することもできる。
In the above embodiment, only one pressure marker A is used, but a plurality of pressure markers A may be used.

即ち、大枠フレーム内に複数の軛圧機を並設して各轍圧
機の水面から出ている部分に高さレベルの目印を付して
おき、大枠フレームの四隅には垂直にするための油圧機
を設置する。
In other words, a plurality of yoke pressure machines are arranged side by side within a large frame, and a height level mark is attached to the part of each yoke pressure machine that protrudes from the water surface, and hydraulic machines are installed at the four corners of the large frame to make it vertical. Set up.

油圧機は、捨石を放棄して凹凸になった水底に大枠フレ
ームを立脚してそれが傾斜した際に大枠フレームを垂直
に保持するための調整機である。
The hydraulic machine is an adjustment machine that holds the large frame vertically when it is erected on the uneven water bottom by discarding rubble and tilted.

而して、各部属機を同時に作動させて水底を均すのであ
るが、水底の状態によって捨石基礎面は異なってくるの
で軛圧機の高さも異なる。
Each of the affiliated machines is operated at the same time to level the water bottom, but the height of the yoke pressure machine also differs because the level of the rubble foundation varies depending on the condition of the water bottom.

そこで、標圧機の目印による高さか一致するように個々
の帳圧機を作動させて平衡化する。
Therefore, the individual pressure markers are operated to achieve equilibrium so that the heights indicated by the pressure markers match.

なお、帳圧機はクレーン船で吊下される場合に限ること
なく、第1図に示すような既設のケーソンCにクレーン
を設置して轍圧機を吊下してもよいこと勿論である。
Note that the rut pressure machine is not limited to being suspended by a crane ship, and it goes without saying that a crane may be installed on an existing caisson C as shown in FIG. 1 to suspend the rut pressure machine.

叙述したような軛圧機Aは、クレーンによって吊り下げ
られて部属する場所に運搬され、軛圧機Aを垂直にしな
がら水面下に沈下させる。
The yoke pressure machine A as described above is lifted by a crane and transported to the place where it belongs, and the yoke pressure machine A is made vertical and lowered below the water surface.

パイルハンマ3を下方に摺動させてアンビル21の下面
を捨石22に接触させる。
The pile hammer 3 is slid downward to bring the lower surface of the anvil 21 into contact with the rubble 22.

次に、クレーン船B上にある油圧機の操作により接続子
13から圧力をかけて支持体12を上昇させると、同時
に重錘19も上昇する。
Next, when the support body 12 is raised by applying pressure from the connector 13 by operating a hydraulic machine on the crane ship B, the weight 19 is also raised at the same time.

この際、滑車17は複数個設置されているので支持体1
2の上昇距離が短かくても重錘19を高い位置に上昇さ
せることができるが、油圧シノンダの能力は大きくしな
ければならない。
At this time, since a plurality of pulleys 17 are installed, the support 1
Although the weight 19 can be raised to a high position even if the lifting distance of the cylinder 2 is short, the capacity of the hydraulic cylinder must be increased.

その後、接続子14側から圧力をかけて支持体12を下
降させる際は、ワイヤロープ20の巻き戻しが早いため
に重錘19の重さで自然落下させても重錘19は落下速
度を減することなくアンビル21上に強い衝撃力をもっ
て落下する。
After that, when lowering the support 12 by applying pressure from the connector 14 side, the wire rope 20 unwinds quickly, so even if it falls naturally due to the weight of the weight 19, the weight 19 will reduce the falling speed. It falls onto the anvil 21 with a strong impact force without causing any damage.

従って、アンビル21への衝撃力はほとんど捨石22に
伝わって捨石22は水底面に打ち込まれる。
Therefore, most of the impact force on the anvil 21 is transmitted to the rubble 22, and the rubble 22 is driven into the bottom surface of the water.

以上の説明から明らかなように、本考案によれば重錘の
落下は水の抵抗を受けることがないのでその降打力の利
用効率は高く、従来に比して軽い重錘の使用で足りる。
As is clear from the above explanation, according to the present invention, the falling weight is not subjected to water resistance, so the efficiency of utilizing the falling force is high, and it is sufficient to use a lighter weight than in the past. .

さらに、操作は簡単であり、作業を迅速に行なうことが
でき、均一な捨石基礎面を得ることができる。
Furthermore, the operation is simple, the work can be done quickly, and a uniform rubble foundation surface can be obtained.

また、複数の部属機を大枠フレームで囲って同時に操作
すれば、広い範囲に渡って一度に均し作業ができ、高さ
レベルの目印を目安にして帳圧機を操作するという簡単
な操作でより一層均−した捨石基礎面を得ることができ
る。
In addition, by enclosing multiple attached machines in a large frame and operating them simultaneously, you can level the work over a wide area at once. A more even rubble foundation surface can be obtained.

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

第1図は本考案の標圧機をクレーン船で吊下して作業す
る状態を示す図、第2図は本考案の標圧機の縦断面図で
ある。 2・・・・・・案内フレーム、3・・・・・・パイルハ
ンマ、7・・・・・・摺動板、8・・・・・・本体、1
9・・・・・・重錘、21・・・・・・アンビル。
FIG. 1 is a diagram showing the condition in which the marking device of the present invention is suspended from a crane ship, and FIG. 2 is a longitudinal sectional view of the marking device of the present invention. 2... Guide frame, 3... Pile hammer, 7... Sliding plate, 8... Main body, 1
9... Weight, 21... Anvil.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水面下に渡って立脚保持される案内フレームと、その案
内フレームに沿って摺動する摺動板と、その摺動板に本
体を保持し、しかもその本体内を上下動する重錘を、前
記本体の下端に設け、かつ水底に接するアンビルに降打
するようにしたパイルハンマとからなる部属機。
A guide frame that holds the standing leg under the water surface, a sliding plate that slides along the guide frame, and a weight that holds the main body on the sliding plate and moves up and down within the main body. An attached machine consisting of a pile hammer installed at the lower end of the main body and landing on an anvil that touches the bottom of the water.
JP11946679U 1979-08-30 1979-08-30 "Ten" pressure machine Expired JPS5835721Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11946679U JPS5835721Y2 (en) 1979-08-30 1979-08-30 "Ten" pressure machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11946679U JPS5835721Y2 (en) 1979-08-30 1979-08-30 "Ten" pressure machine

Publications (2)

Publication Number Publication Date
JPS5636742U JPS5636742U (en) 1981-04-08
JPS5835721Y2 true JPS5835721Y2 (en) 1983-08-11

Family

ID=29351671

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11946679U Expired JPS5835721Y2 (en) 1979-08-30 1979-08-30 "Ten" pressure machine

Country Status (1)

Country Link
JP (1) JPS5835721Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4460619B1 (en) * 2009-01-20 2010-05-12 株式会社肥前建設 Underwater rubble leveling device

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0226994Y2 (en) * 1985-09-30 1990-07-23
JP2020051172A (en) * 2018-09-28 2020-04-02 有限会社丸高重量 Pile driver and pile drive method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4460619B1 (en) * 2009-01-20 2010-05-12 株式会社肥前建設 Underwater rubble leveling device
JP2010168730A (en) * 2009-01-20 2010-08-05 Hizen Construction Co Ltd Device for leveling underwater rubble-mound

Also Published As

Publication number Publication date
JPS5636742U (en) 1981-04-08

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