JPS6263717A - Sand pile-driving ship - Google Patents

Sand pile-driving ship

Info

Publication number
JPS6263717A
JPS6263717A JP20400085A JP20400085A JPS6263717A JP S6263717 A JPS6263717 A JP S6263717A JP 20400085 A JP20400085 A JP 20400085A JP 20400085 A JP20400085 A JP 20400085A JP S6263717 A JPS6263717 A JP S6263717A
Authority
JP
Japan
Prior art keywords
sand
pile
hopper
waterproof cover
leader
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
JP20400085A
Other languages
Japanese (ja)
Other versions
JPH058289B2 (en
Inventor
Kikuji Egawa
江川 菊次
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 JP20400085A priority Critical patent/JPS6263717A/en
Publication of JPS6263717A publication Critical patent/JPS6263717A/en
Publication of JPH058289B2 publication Critical patent/JPH058289B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To obtain a sufficient length of construction by a method in which a sand-charging hopper is provided below a water-proof cover hung down in a vertically movable manner, a tubular pile is provided to the hopper, and a pile drive to strike a pile through the hopper is provided in the cover. CONSTITUTION:Under a condition that an auxiliary leader 3 hung down from a supporter 2b for hanging down and a water-proof cover 11 are pulled upwards, a pile-driving ship is towed to a construction site. A tubular pile 10 is attached to the lower end of a hopper 9 for charging sand, and a winch 1a on the hull 1 is operated to lower the leader 3 and the cover 11 into sea. A vibro-pile driver 8 is operated, the pile 10 is driven into the seabed ground while striking the upper end of the hopper 9, and the sand on the hull 1 is sent with compressed air through the hopper 9 into the pile 10 by operating a pneumatic type sand sender 17.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、サンドドレーンやサンドコンパクシジ1  
         ン等の軟弱地盤改良作業のために用
いられる砂杭打設船に関する。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention is applicable to sand drains and sand compaction systems.
This article relates to sand pile driving vessels used for soft ground improvement work such as sand pile driving.

rfibmtn+に261 一般に、軟弱地盤改良作業のために用いられる砂杭打設
船において、砂杭打設作業のために設けられた振動杭打
機、同振動杭打機を懸吊する吊下げ用ワイヤロープおよ
V11衝器、砂杭内に砂を投入するための砂投入用ホッ
パー等は、すべて海上にて使用するように設定されてお
り、海上の上記機器から海底土中まで砂を運搬するため
には、海上から海底土中までに渡る長さを有した砂杭が
用いられている。
rfibmtn+261 Generally, a vibrating pile driver installed for sand pile driving work in a sand pile driving ship used for soft ground improvement work, and a hanging wire for suspending the same vibrating pile driver. The rope, V11 bomber, sand hopper for feeding sand into the sand pile, etc. are all designed to be used at sea, and transport sand from the above-mentioned equipment at sea to the seabed soil. For this purpose, sand piles with a length extending from the sea to the bottom of the seabed are used.

この砂杭の海底への打設作業時に、同砂杭は、船体上に
立設されたリーダに案内されながら、海底に対して適切
な角度を保ち振動杭打機を用いて打ち込まれる。
When driving the sand pile into the seabed, the sand pile is driven using a vibrating pile driver while maintaining an appropriate angle to the seabed while being guided by a leader installed on the ship's hull.

そして、海底の所定の深さまで打ち込まれた砂杭内に、
海上に突出した同砂杭の上端開口から、ホッパーを用い
砂を送給する。このようにして、海底土中の砂杭内に送
られた砂を、振動杭打機の振動で圧縮して海底土中に埋
め込むことにより、軟弱地盤の改良がはかられる。
Then, inside a sand pile driven to a predetermined depth on the seabed,
A hopper will be used to feed sand through the opening at the top of the sand pile, which protrudes into the sea. In this way, the sand sent into the sand pile in the seabed soil is compressed by the vibration of the vibrating pile driver and buried in the seabed soil, thereby improving the soft ground.

〔発明が解決しようとする間運点〕[The problem that the invention is trying to solve]

しかしながら、従来の砂杭打設船において、海底の土中
深くまで砂杭を打設する際には、それに合わせて施工す
べき砂杭の長さC以下、施工長さと呼ぶ)を十分に大き
くするとともに、海底深度の大きい地点で砂杭を打設す
る場合、施工長さに海底深度分の長さを加えた極めて艮
い砂杭を用いなければならない。また、このような砂杭
を案内するために船体上に立設されるリーダの高さも施
工良さに応じて高くする必要がある。
However, when using a conventional sand pile driving ship to drive sand piles deep into the soil of the seabed, the length of the sand pile (less than C, called the construction length) must be sufficiently large. At the same time, when driving sand piles at a point with a large seabed depth, extremely long sand piles must be used that have a length equal to the seabed depth added to the construction length. Furthermore, the height of the leader installed on the ship's hull for guiding such sand piles needs to be increased depending on the quality of construction.

したがって、設備コストの増大を招くとともに、この砂
層打設船が橋の下を通過しようとする際や、航空規制の
ある場所で施工を行なおうとする際には、船体上に高く
立設したリーダが妨害して航行や施工が不可能となって
いる。
Therefore, not only does this lead to an increase in equipment costs, but when the sand layer pouring ship attempts to pass under bridges or perform construction in areas subject to aviation regulations, it is necessary to Navigation and construction are impossible due to interference from the leader.

本発明は、上述の問題点の解決をはかろうとするもので
、橋下通過や航空規制地での施工に支障のないように、
船上のリーダの高さを太き(することなく、十分な施工
長さが得られるようにした、砂杭扛股船を提供すること
を目的とする。
The present invention is an attempt to solve the above-mentioned problems, and is designed so that there is no problem in passing under bridges or in construction areas where air traffic is restricted.
To provide a sand piling ship capable of obtaining a sufficient construction length without increasing the height of a leader on the ship.

〔問題点を解決するための手段〕[Means for solving problems]

このため、本発明の砂杭打設船は、船体に付設された鉛
直方向のリーダに案内されて昇降しうる防水カバーと、
同防水カバーの愚吊磯購とをそな元、上記防水カバーが
下端にのみ開口を有して、同防水カバーの下部に取り付
けられた砂投入用ホッパーに、同ホッパーから砂を投入
される管状杭が設けられ、かつ上記杭を上記ホッパーを
介して打ち叩く振動杭打機が上記防水カバーの内部に配
設されるとともに、船上の空気圧式砂圧送装置がら上記
ホッパーに砂圧送配管が接続されでいることを特徴とし
でいる。
For this reason, the sand pile driving boat of the present invention includes a waterproof cover that can be raised and lowered while being guided by a vertical leader attached to the hull;
The waterproof cover has an opening only at the bottom end, and sand is poured into the sand hopper attached to the bottom of the waterproof cover. Tubular piles are provided, and a vibrating pile driver that drives the piles through the hopper is disposed inside the waterproof cover, and a sand pressure feeding piping is connected to the hopper from a pneumatic sand feeding device onboard the ship. It is characterized by being

〔作月〕[Sakugetsu]

上述の本発明の砂杭打設船では、防水カバー。 In the sand pile driving boat of the present invention described above, a waterproof cover is provided.

砂投入用ホッパーおよび振動杭打機が、懸吊機構によっ
て吊下されながら砂杭としての管状杭とともに海中へ降
下される。上記振動杭打機が海中において作動して上記
管状杭の下端を海底の土中に埋設させた後、船上の空気
圧式砂圧送装置から上記砂投入用ホッパーに送られた砂
が上記管状杭の中空部を介しながら海底の土中に投入さ
れる。
A sand charging hopper and a vibrating pile driver are lowered into the sea together with a tubular sand pile while being suspended by a suspension mechanism. After the vibrating pile driver operates under the sea and buries the lower end of the tubular pile in the soil on the seabed, the sand sent from the pneumatic sand pumping device on the ship to the sand charging hopper is poured into the tubular pile. It is poured into the soil on the ocean floor through a hollow part.

このとき、上記振動杭打機が防水カバーにより上方から
覆われていて、上記振動杭打機を含む防水カバー内部空
間には海水が浸入しないようになっているため、上記振
動杭打機は海中に吊下されれるにもかかわらず海水に触
れることはない。
At this time, the vibratory pile driver is covered from above by a waterproof cover, and seawater does not enter the interior space of the waterproof cover that includes the vibratory pile driver, so the vibratory pile driver is submerged underwater. Even though it is suspended in the water, it never touches the seawater.

〔実施例〕〔Example〕

以下、図面により本発明の一実施例としての砂杭打設船
について説明すると、第1図はその側面図、第2図はそ
の空気圧式砂圧送装置の断面図である。
Hereinafter, a sand pile driving boat as an embodiment of the present invention will be explained with reference to the drawings. FIG. 1 is a side view thereof, and FIG. 2 is a sectional view of its pneumatic sand pumping device.

第1,2図に示すように、船体1の前端部には、本リー
ダ2がステー2aに支持されながら立設されていて、本
リーダ2の上端には吊下用支持部材2bがそなえられて
いる。
As shown in FIGS. 1 and 2, a main leader 2 is erected at the front end of the hull 1 while being supported by a stay 2a, and a suspension support member 2b is provided at the upper end of the main leader 2. ing.

本リーダ2の側面には補助リーダ3が上下方向に摺動可
能に装着されていて、同補助リーダ3は、その上端にそ
なえられたシーブ3aに案内され吊下げ用ワイヤロープ
4を介して吊下げ用支持部材2bに吊下されている。
An auxiliary leader 3 is attached to the side of the main leader 2 so as to be slidable in the vertical direction, and the auxiliary leader 3 is guided by a sheave 3a provided at the upper end and suspended via a hanging wire rope 4 It is suspended from the lowering support member 2b.

下方向に摺動可能に装着されていて、同防水カバー11
も、その上端にそなえられたシーブllaに案内され、
吊下げ用ワイヤロープ5を介して吊下げ用支持部材2b
に吊下されている。
The waterproof cover 11 is attached so as to be slidable downward.
is guided by the sheave lla provided at its upper end,
Suspension support member 2b via suspension wire rope 5
is suspended from.

なお、吊下げ用ワイヤロープ4,5はともに船体1上の
ウィンチ1aに連結されていて、船体1上から補助リー
ダ3および防水カバー11を上下方向に操作できるよう
になっている。
Note that the hanging wire ropes 4 and 5 are both connected to a winch 1a on the hull 1, so that the auxiliary leader 3 and the waterproof cover 11 can be operated in the vertical direction from the hull 1.

防水カバー11は、はぼ円筒形状をしており、その下端
にのみ開口部を有している。そして、同下端の開口部に
は防水カバー引込み用ワイヤロー112の一端が取り付
けられていて、同ワイヤロープ12の他端が補助リーダ
3下端にそなえられたシーブ13を通過しながら補助リ
ーダ3の上部に設置された引込みウィンチ14に巻き取
られるようになっているため、防水カバー11は常に下
方へ付勢されている。
The waterproof cover 11 has a hollow cylindrical shape and has an opening only at its lower end. One end of a wire rope 112 for drawing in the waterproof cover is attached to the opening at the lower end, and the other end of the wire rope 12 passes through the sheave 13 provided at the lower end of the auxiliary leader 3 while moving the upper part of the auxiliary leader 3. Since the waterproof cover 11 is wound up by a retractable winch 14 installed at the same time, the waterproof cover 11 is always urged downward.

また、この引込みウィンチ14の巻取りは、防水カバー
11の上部と補助リーダ3の上部との開に介装された緩
衝器位置指示用ワイヤロープ15により検出される防水
カバー移動量に応じて行なわれるため、防水カバー11
に加えられる下方への付勢力は、常に適当な大きさに制
御される。
Further, the winding of the retracting winch 14 is performed in accordance with the amount of movement of the waterproof cover detected by the wire rope 15 for indicating the position of the shock absorber interposed between the upper part of the waterproof cover 11 and the upper part of the auxiliary leader 3. Waterproof cover 11
The downward biasing force applied to is always controlled to an appropriate magnitude.

防水カバー11の下部には砂投入用ホッパー9が固定装
着されていて、同砂投入用ホッパ−9下部に施工用の砂
杭としての管状杭10が装着されるようになっている。
A sand charging hopper 9 is fixedly attached to the lower part of the waterproof cover 11, and a tubular pile 10 as a sand pile for construction is attached to the lower part of the sand charging hopper 9.

なお砂投入泪ホッパ〜9の上端は防水カバー11の下端
より適当な距離だけ上方に位置しており、砂投入用ホッ
パー9には砂圧送配管16がJ&続されでいる。
The upper end of the sand charging hopper 9 is located a suitable distance above the lower end of the waterproof cover 11, and a sand pressure feeding pipe 16 is connected to the sand charging hopper 9.

防水カバー11の内部上端には緩衝器6が装着されてい
て、同緩衝器6からはワイヤローブ7を介して振動杭打
機8が吊下され、同振動杭打8!8は砂投入用ホッパー
9の直上に設置されるとともに、振動杭打機8の下端は
、防水カバー11の下端より常に適当な距離以上だけ上
方に位置するようになっている。
A shock absorber 6 is attached to the inside upper end of the waterproof cover 11, and a vibrating pile driver 8 is suspended from the shock absorber 6 via a wire lobe 7, and the vibrating pile driver 8!8 is connected to a hopper for sand injection. The lower end of the vibrating pile driver 8 is always located above the lower end of the waterproof cover 11 by an appropriate distance or more.

一方、砂投入用ホッパー9に砂を送り込むために船体1
上にそなえられた空気圧式砂圧送装置1i17は、本体
18の内部に回転弁22が嵌合され、本体18」二部に
はホッパー25がそなえられるとともに空気取入’!?
2Gが接続されていて、本体1B下部には砂圧送配Ir
f16が接続されでいる。
On the other hand, the hull 1 is used to feed sand into the sand charging hopper 9.
In the pneumatic sand pressure feeding device 1i17 provided above, a rotary valve 22 is fitted inside the main body 18, and a hopper 25 is provided in the second part of the main body 18, as well as air intake. ?
2G is connected, and the sand pressure delivery Ir is connected to the bottom of the main body 1B.
f16 is already connected.

回転022は、本体18の外部に設置されたモータ24
に駆動されて回転し、回転弁22に設けられた穴22a
が上かに位置したときには、同大22aはホッパ−25
下部の砂投入口19と連通し、ホッパー25から回@か
22内部の砂室23に砂が投入される。このとき、回転
弁22において穴22aと反対側に設けられた穴22b
は本体18下部面によって閉鎖される。
The rotation 022 is caused by a motor 24 installed outside the main body 18.
The hole 22a provided in the rotary valve 22 rotates by being driven by the rotary valve 22.
When the hopper 22a is located above the hopper 25
It communicates with the sand input port 19 at the bottom, and sand is input from the hopper 25 into the sand chamber 23 inside the chamber 22. At this time, a hole 22b provided on the opposite side to the hole 22a in the rotary valve 22
is closed by the lower surface of the main body 18.

その後、回転弁22が180°回転し穴22aが下方に
位置すると、同大22aは砂圧送配管16の砂圧送配管
段入口21と連通し、これと同時に穴22bが上方に位
置して空気取入管26の空気取入口20と連通ずるため
、空気取入管26の一端にそなえられた図示しないコン
プレッサがら送られた圧縮空気が空気取入口20から回
転弁22内の砂室23に流入して、同空気が砂室23内
の砂と混合しながら、さらに、砂圧送配管段入口21か
ら砂圧送配¥f1G内を経由して砂投入用ホッパー9へ
流れるようになっている。
Thereafter, when the rotary valve 22 is rotated 180° and the hole 22a is positioned downward, the same diameter 22a communicates with the sand pressure pipe stage inlet 21 of the sand pressure pipe 16, and at the same time, the hole 22b is located upward and the air intake Since it communicates with the air intake port 20 of the inlet pipe 26, compressed air sent from a compressor (not shown) provided at one end of the air intake pipe 26 flows from the air intake port 20 into the sand chamber 23 in the rotary valve 22. While mixing with the sand in the sand chamber 23, the air further flows from the sand pressure pipe stage inlet 21 to the sand charging hopper 9 via the sand pressure pipe f1G.

本発明の一実施例としての砂杭打設船は、上述のように
構成されているので、作業場所までの移動に際しては、
吊下げ用支持部材2bから吊下する補助リーダ3および
防水カバー11をより上方へ引き揚げた状態で航行し、
作業場所に到着後、管状杭10を砂投入用ホッパー9の
下端に装着して、船体1上のウィンチ1aの駆動により
、補助リーダ3および防水カバー11を施工する海底面
および施工長さに合わせて海中の適当な位置まで降下さ
せる。
Since the sand pile driving ship as an embodiment of the present invention is configured as described above, when moving to the work site,
Sailing with the auxiliary leader 3 and waterproof cover 11 suspended from the suspension support member 2b lifted higher,
After arriving at the work site, the tubular pile 10 is attached to the lower end of the sand charging hopper 9, and the winch 1a on the hull 1 is driven to adjust the auxiliary leader 3 and waterproof cover 11 to the seabed surface and construction length to be constructed. and lower it to a suitable position in the sea.

このとき、水中での防水カバー11は内部に空気が満た
された状態となり、海水から上方への浮力を受けるが、
防水カバー引込み用ワイヤロープ12による下方への付
勢力が上記浮力を打ち消すように働くため防水カバー1
1は浮力の影響を受けることはない。
At this time, the underwater waterproof cover 11 is filled with air and receives upward buoyancy from the seawater.
The downward force exerted by the waterproof cover retracting wire rope 12 acts to cancel the buoyancy, so the waterproof cover 1
1 is not affected by buoyancy.

海中において所定の位置まで降下した防水カババー11
内部の空気が圧縮されるため、防水カバー11の下端よ
り上方に移っていくが、砂投入用ホッパー9の上端が防
水カバー11の下端より適当な距離だけ上方に位置する
ように設けられているため、砂投入用ホッパー9の上端
面を打ち叩くために砂投入用ホッパー9より上方に位置
する振動杭打機8が海水と接触することはない。
Waterproof cover 11 that has descended to a predetermined position underwater
Since the air inside is compressed, it moves upward from the lower end of the waterproof cover 11, but the upper end of the sand charging hopper 9 is provided so as to be located above the lower end of the waterproof cover 11 by an appropriate distance. Therefore, the vibrating pile driver 8, which is located above the sand charging hopper 9 to pound the upper end surface of the sand charging hopper 9, does not come into contact with seawater.

このため、振動杭打機8は、従来の海上での使用時と同
様な作動性能を発揮することがでトる。
Therefore, the vibratory pile driver 8 is able to exhibit the same operational performance as the conventional one when used at sea.

振動杭打機8を作動させ砂投入用ホッパー9の上端面を
打ち叩きながら、管状杭10を海底土中の所定の地点ま
で打ち込んだ後に、船体1上の空気圧式砂圧送装置17
を作動させて船体1上の砂を圧縮空気とともに海中の砂
投入用ホッパー9まで送!)込む。このとき、砂投入用
ホッパー9内に送り込まれた空気は、砂投入用ホッパー
9」二部に設けられた図示しない通気孔から防水カバー
11内に排出され、砂投入用ホッパー9内に残された砂
は砂投入用ホッパー9内から下Hの管状杭10/F’l
 +45 m![−zv1テl  ツP+ s  /な
お、防水カバー11内に排出された空気は、防水カバ−
11内部の空気圧を高めで防水カバー11内の海水面を
より下方に押し下げる作用をしながら、振動杭打機8の
ための防水効果をより確実にしており、また防水カバー
11内の余分な空気は防水カバー11の下端から海上へ
自然排出される。
After driving the tubular pile 10 to a predetermined point in the seabed soil by operating the vibrating pile driver 8 and pounding the upper end surface of the sand charging hopper 9, the pneumatic sand pumping device 17 on the hull 1 is driven.
Activate to send the sand on the hull 1 together with compressed air to the sand hopper 9 in the sea! ) into. At this time, the air sent into the sand charging hopper 9 is discharged into the waterproof cover 11 from a vent (not shown) provided in the second part of the sand charging hopper 9, and is left inside the sand charging hopper 9. The sand is poured from inside the sand charging hopper 9 to the lower tubular pile 10/F'l.
+45 m! [-zv1tel tsuP+s /In addition, the air discharged into the waterproof cover 11 is
By increasing the air pressure inside the waterproof cover 11, the sea level inside the waterproof cover 11 is further pushed down, and the waterproof effect for the vibrating pile driver 8 is further ensured, and the excess air inside the waterproof cover 11 is is naturally discharged from the lower end of the waterproof cover 11 to the sea.

目的とする地盤改良作業は、従来と同様、管状杭10内
部に供給された砂を、振動杭打機8によって振動させな
がら圧縮して、海底土中に埋め込むようにして行なわれ
る。
The intended ground improvement work is performed by compressing the sand supplied inside the tubular pile 10 while vibrating it with the vibrating pile driver 8, and embedding it in the seabed soil, as in the conventional method.

このようにして、簡素な防水カバー11を設けることに
より、従来海上で使用されていた振動杭打機8等の機器
をそのまま海中で使用でき海中での使用時にも空気中と
同様な作動性能が得られる。
In this way, by providing a simple waterproof cover 11, equipment such as the vibrating pile driver 8 that has been conventionally used at sea can be used underwater as is, and when used underwater, it can maintain the same operating performance as in the air. can get.

したがって、作業に用いる管状杭10の長さは、従来の
場合に比べ施工海域の深度外だけ短くすることができる
とともに、船体1上に立設される本リーダ2も、管状杭
10の施工長さに応じて高くする必要はなく、海上にお
ける防水カバー11゜振動杭打機8.管状杭10等の3
種の機器の設置(′:業などのciに必要とされる高さ
で十分となるので、本リーダ2の長さも1σ稲できるの
である。
Therefore, the length of the tubular pile 10 used for the work can be made shorter than in the conventional case by only the depth outside the construction sea area, and the main leader 2 erected on the hull 1 also has a length of the construction length of the tubular pile 10. There is no need to raise the height depending on the weather, and waterproof cover at sea 11° Vibrating pile driver 8. Tubular pile 10 grade 3
Since the height required for the installation of seed equipment (': industry, etc.) is sufficient, the length of the leader 2 can also be 1σ.

また、船体11−、がら海中の砂投入用ホッパー9\の
砂の送給1±、空気圧式砂圧送装置17によって空気圧
が用いられる九二め、船体1」二と海中の砂投入用ホッ
パー9との匪離が大きくなっても確実に速やかに行なえ
る利点もある。
In addition, the hull 11-, the sand feeding 1± of the hopper 9 for feeding sand into the sea, the pneumatic sand feeding device 17 using air pressure, the hull 1''2, and the hopper 9 for feeding sand into the sea. There is also the advantage that it can be carried out reliably and quickly even if the deviation between the two is large.

〔発明の効果〕〔Effect of the invention〕

以に詳述1、九−ように、本発明の砂杭打設船によれば
、船体に付設された鉛直力向のリーダに案内されて昇降
しうる防水カバーと、同防水カバーの懸吊機構とをそな
え、■−,記防水カバーが下端にのみ開口を有して、同
防水カバーの下部に取り付けられた砂投入用ホッパー1
:、同ホッパーから砂を投入される管状杭が設けられ、
かつ上記抗を上記ホッパーを介して打ち叩く振動杭打機
が上記防水カバーの内部に配設されるとともに、船上の
空気圧式砂圧送装置から」ユ記ホッパーに砂圧送配管が
接続されるという簡素な構成によって、従来溝」1で用
いられた機器をそのまま性能を低下させることなく海中
で使用しながら作業を行なうことができるようになり、
これにより、船体上に立設されるリーダの高さを減少さ
せることができ、情下通過や航空規制地での施工も支障
なく行なえるのである。
As described in detail in 1 and 9 below, according to the sand pile driving boat of the present invention, there is a waterproof cover that can be raised and lowered guided by a leader attached to the hull in the vertical force direction, and a suspension of the waterproof cover. 1, the waterproof cover has an opening only at the lower end and is attached to the bottom of the waterproof cover.
: A tubular pile is installed into which sand is fed from the same hopper.
In addition, a vibrating pile driver for driving the pile through the hopper is disposed inside the waterproof cover, and a sand pumping piping is connected from the pneumatic sand pumping device on the ship to the hopper. With this configuration, it is now possible to use the equipment conventionally used in trenches 1 for work underwater without degrading its performance.
This makes it possible to reduce the height of the leader installed on the ship's hull, making it possible to carry out construction work in transit areas or in aviation-regulated areas without any problems.

また、海中で使用される各機器の防水のためにそなえら
れる設備は非常に簡素なため、極めて容易にしかも安価
で同設備をそなえることができる。
In addition, the equipment provided for waterproofing equipment used underwater is very simple, so it can be provided extremely easily and at low cost.

さらに、リーダや施工する管状杭の良さを大幅に短縮で
きるため、施工コストおよび設備コストを低減できる利
点もある。
Furthermore, since the quality of the leader and the tubular pile to be constructed can be significantly shortened, there is also the advantage that construction costs and equipment costs can be reduced.

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

第1,2図は本発明の一実施例としての砂杭打設船を示
すもので、第1図はその側面図、第2図はその空気圧式
砂圧送装置の断面図である。 1・・船体、1a・・ウィンチ、2・・本リーダ、2a
・・ステー、2b・・吊下げ用支持部材、3・・補助リ
ーダ、3a・・シーブ、4.5・・吊下げ用ワイヤロー
ブ、6・・紛衝2岱、7・・ワイヤローブ、8・・振動
杭打機、9・・砂投入用ホッパー、10・・砂杭として
の管状杭、11・・防水カバー、11a・・シーブ、1
2・・防水カバー引込み用ワイヤローブ、13・・シー
ブ、14・・引込みウィンチ、15・・緩衝器位置指示
用ワイヤローブ、16・・砂圧送配管、17・・空気圧
式砂圧送装置、18・・砂圧送装置の本体、19・・砂
投入口、20・・空気取入口、21・・砂圧送配管投入
口、22・・回転弁、22a、22b・・穴、23・・
砂室、24・・モ・−タ、25・・ホッパー、26・空
気取入管。
1 and 2 show a sand pile driving boat as an embodiment of the present invention, FIG. 1 is a side view thereof, and FIG. 2 is a sectional view of its pneumatic sand pumping device. 1... Hull, 1a... Winch, 2... Main leader, 2a
・・Stay, 2b・・Suspension support member, 3・・Auxiliary leader, 3a・・Sheave, 4.5・・・Suspension wire robe, 6・・Conflict 2 tai, 7・・・Wire robe, 8・・Vibratory pile driver, 9. Hopper for sand input, 10. Tubular pile as sand pile, 11. Waterproof cover, 11a. Sheave, 1
2. Wire robe for retracting the waterproof cover, 13. Sheave, 14. Retraction winch, 15. Wire robe for indicating buffer position, 16. Sand pressure feeding piping, 17. Pneumatic sand pressure feeding device, 18. Sand Main body of pressure feeding device, 19... Sand input port, 20... Air intake port, 21... Sand pressure feeding pipe input port, 22... Rotary valve, 22a, 22b... Hole, 23...
Sand chamber, 24. Motor, 25. Hopper, 26. Air intake pipe.

Claims (1)

【特許請求の範囲】[Claims] 船体に付設された鉛直方向のリーダに案内されて昇降し
うる防水カバーと、同防水カバーの懸吊機構とをそなえ
、上記防水カバーが下端にのみ開口を有して、同防水カ
バーの下部に取り付けられた砂投入用ホッパーに、同ホ
ッパーから砂を投入される管状杭が設けられ、かつ上記
杭を上記ホッパーを介して打ち叩く振動杭打機が上記防
水カバーの内部に配設されるとともに、船上の空気圧式
砂圧送装置から上記ホッパーに砂圧送配管が接続されて
いることを特徴とする、砂杭打設船。
The waterproof cover is equipped with a waterproof cover that can be moved up and down guided by a vertical leader attached to the hull, and a suspension mechanism for the waterproof cover. The attached sand charging hopper is provided with a tubular pile into which sand is charged from the hopper, and a vibrating pile driver for driving the pile through the hopper is disposed inside the waterproof cover. , a sand piling ship, characterized in that a sand pumping pipe is connected to the hopper from a pneumatic sand pumping device on the ship.
JP20400085A 1985-09-12 1985-09-12 Sand pile-driving ship Granted JPS6263717A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20400085A JPS6263717A (en) 1985-09-12 1985-09-12 Sand pile-driving ship

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20400085A JPS6263717A (en) 1985-09-12 1985-09-12 Sand pile-driving ship

Publications (2)

Publication Number Publication Date
JPS6263717A true JPS6263717A (en) 1987-03-20
JPH058289B2 JPH058289B2 (en) 1993-02-01

Family

ID=16483114

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20400085A Granted JPS6263717A (en) 1985-09-12 1985-09-12 Sand pile-driving ship

Country Status (1)

Country Link
JP (1) JPS6263717A (en)

Also Published As

Publication number Publication date
JPH058289B2 (en) 1993-02-01

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