JPS6112054B2 - - Google Patents

Info

Publication number
JPS6112054B2
JPS6112054B2 JP12465880A JP12465880A JPS6112054B2 JP S6112054 B2 JPS6112054 B2 JP S6112054B2 JP 12465880 A JP12465880 A JP 12465880A JP 12465880 A JP12465880 A JP 12465880A JP S6112054 B2 JPS6112054 B2 JP S6112054B2
Authority
JP
Japan
Prior art keywords
cylindrical frame
construction
rubble
group
iron
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
JP12465880A
Other languages
Japanese (ja)
Other versions
JPS5751314A (en
Inventor
Hiroaki Sugyama
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP12465880A priority Critical patent/JPS5751314A/en
Publication of JPS5751314A publication Critical patent/JPS5751314A/en
Publication of JPS6112054B2 publication Critical patent/JPS6112054B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Underground Or Underwater Handling Of Building Materials (AREA)

Description

【発明の詳細な説明】 この発明は、水底の捨石、砂、破枠、締固め、
均し作業の施工法及びその施工装置に関するもの
である。
[Detailed Description of the Invention] This invention is directed to the use of rubble, sand, broken frames, compaction,
This invention relates to a leveling work construction method and its construction equipment.

従来、陸上においては、ブルトーザ,ローラ及
びランマなどを用いて、締固め・均し作業を行つ
てきた。
Conventionally, compaction and leveling work has been performed on land using bulldozers, rollers, rammers, etc.

しかし、近年海洋土木工事の機械化は、めざま
しいものがあるが、特に、大水深下のコンクリー
ト製のケーソン・函塊・ブラツク・油井足場など
の水中基礎に用いる水中捨石堤は、海上よりの投
石船から大小の割合を投入して、そして、捨石堤
の下部が小割石で、上部が大割石を用いて築堤さ
れる。
However, in recent years there has been a remarkable mechanization of marine civil engineering work, but underwater rubble embankments, which are used for underwater foundations such as concrete caissons, box blocks, blacks, and oil well scaffolding under deep water, are particularly useful for the use of stone throwers from the sea. Then, the lower part of the rubble embankment is made of small stones and the upper part is made of large stones.

さらに、水中捨石堤の締固め、均し作業は困難
をきわめ、現在、次の様な方法で行われる。
Furthermore, the compaction and leveling work of underwater rubble embankments is extremely difficult and is currently carried out using the following methods.

即ち、 潜水夫による方法。 That is, the diver method.

掻き均し具による方法。 Method using a leveling tool.

水中ブルトーザによる方法。 Method using underwater bulldozer.

重錘によるタンピング方法。 Tamping method using a weight.

水中均し定規船による方法。 Method using an underwater leveling ruler boat.

スクリードによる方法。 Method by screed.

しかし、これらの方法は、次の様な問題点があ
る。
However, these methods have the following problems.

○イ 捨石堤は十分締固めされず、落着いていな
い。
○B The rubble embankment has not been sufficiently compacted and has not settled.

○ロ 砂地盤や軟弱地盤では、捨石堤は波浪による
洗掘・割石のめり込み・地盤沈下が多く、割石
のロス、上部工の不同沈下等がある。
○B On sandy or soft ground, rubble embankments are often scoured by waves, broken stones sink in, and ground subsidence, resulting in loss of broken stones and uneven settlement of superstructures.

○ハ 水中捨石堤の天端高を沈下量だけ高くし、1
シーズン以上波浪に叩かせて、締固め、沈下が
終予後、捨石を補充して、上部工を施工するの
で長期間を要している。
○C Increase the top height of the underwater rubble embankment by the amount of subsidence, and
It takes a long time to be pounded by the waves for more than a season, compaction, and subsidence, then refilling with rubble and constructing the superstructure.

○ニ 潜水夫の不足・潜水病の発生・作業時間の制
約による安全管理や労務管理の煩わしさがあ
る。
○ D. Safety management and labor management are complicated due to the shortage of divers, the occurrence of diving diseases, and restrictions on working hours.

○ホ 潜水夫による場合は、底うねりや海水汚濁に
よる作業能率の低下がある。
○E If it is done by divers, work efficiency may be reduced due to bottom swells and seawater pollution.

○ヘ 機械設備費が大規模である。○F Machinery and equipment costs are large.

このため、今後この種の作業は、これらの問題
点を克服し、改善することである。
Therefore, future work of this type is to overcome and improve these problems.

そこで、従来のクレーン船・起重機等と簡単な
割石破砕転圧均し施工装置を用いて、高能率で、
高精度で水中捨石堤の仕上げ均し作業を行うこと
を目的とするものである。
Therefore, we used conventional crane ships, hoists, etc. and simple stone crushing, rolling, and leveling construction equipment to achieve high efficiency.
The purpose is to perform finishing leveling work on underwater rubble embankments with high precision.

そして、特に、割石を積極的に破砕しながら、
大小割石を組合せ、締固めて、強固な捨石堤を築
堤することも目的とするものである。
In particular, while actively crushing broken stones,
The purpose is also to build a strong rubble embankment by combining large and small stones and compacting them.

あわせて、施工管理を均一化し、工期短縮、工
費節減を達成しうる施工法及びその装置を提供す
ることを目的とするものである。
In addition, it is an object of the present invention to provide a construction method and equipment that can uniformize construction management, shorten construction period, and reduce construction costs.

前記、目的を達成するための本発明の要旨は、
次の通りである。
The gist of the present invention for achieving the above objects is as follows:
It is as follows.

先端が凹凸になつている筒枠1を各種形態に組
付けたり、又はそれらの筒枠1内へ長尺の鉄ノミ
6を筒枠1頭部から挿入したりして、割石破砕転
圧均し施工装置Zを組立てる。
By assembling the cylindrical frame 1 with an uneven tip into various shapes, or by inserting a long iron chisel 6 into the cylindrical frame 1 from the head of the cylindrical frame 1, it is possible to crush stone, crush it, and equalize it. Assemble construction equipment Z.

該施工装置Zをクレーン船9等で水中に吊下げ
て筒枠1や鉄ノミ6を同時に、又は個々に水中捨
石堤1の上面に対して落下・打撃運動を繰返し、
筒枠や鉄ノミの先端刃先で割石を破砕し、締固
め、さらに該施工装置Zを水平運動させて筒枠1
や鉄ノミ6の先端刃先で割石13を掃き均し作業
を行う水中捨石堤の均し施工装置である。
The construction device Z is suspended in the water by a crane ship 9 or the like, and the cylinder frame 1 and the iron chisel 6 are repeatedly dropped and struck against the upper surface of the underwater rubble embankment 1, either simultaneously or individually.
The broken stone is crushed and compacted using the cylindrical frame and the cutting edge of an iron chisel, and the construction device Z is moved horizontally to remove the cylindrical frame 1.
This is an underwater rubble embankment leveling construction device that sweeps and levels broken stones 13 with the cutting edge of an iron chisel 6.

次に図面により本発明の構成及び作用について
説明する。
Next, the configuration and operation of the present invention will be explained with reference to the drawings.

割石破砕転圧均し施工装置Zの各種について説
明する。
Various types of stone crushing, rolling and leveling construction equipment Z will be explained.

〈該施工装置例 1〉 筒枠1は、重量のある厚肉鋼板製で、両端面開
放の長柱状のものである。
<Example 1 of the construction device> The cylindrical frame 1 is made of a heavy thick-walled steel plate and is in the shape of a long column with both ends open.

筒枠1の先端部は、超硬合金にて作り、先端面
を平らにしたり、さらに歯形や波形にするとよ
い。
The tip of the cylindrical frame 1 is preferably made of cemented carbide, and the tip surface may be flat, toothed or corrugated.

そして、筒枠1を各種形態に組付ける方法とし
ては、筒枠1の断面形状(直径など)の大小によ
つて、筒枠の中心が同一点になる様に適宜の間隔
材2を用いて、間隙12をあけて、重ね筒枠とし
たり、又は多数の筒枠を束ね筒枠としてもよい。
As a method of assembling the cylinder frame 1 into various forms, depending on the size of the cross-sectional shape (diameter, etc.) of the cylinder frame 1, an appropriate spacing member 2 is used so that the center of the cylinder frame is at the same point. , the cylinder frames may be stacked with a gap 12 between them, or a plurality of cylinder frames may be bundled together to form a cylinder frame.

そして、これら筒枠1の長手方向に対して直角
方向に貫通棒3を用いたり、又は〓4をはめたり
して各筒枠1相互を固定して、各筒枠1先端部が
同一平面になる様にしたりしてもよい。
Then, each cylinder frame 1 is fixed to each other by using a penetrating rod 3 in a direction perpendicular to the longitudinal direction of these cylinder frames 1 or by fitting a bolt 4, so that the tip of each cylinder frame 1 is on the same plane. You may do as you like.

〈該施工装置例 2〉 前記〈施工装置例1〉に示した筒枠1内に鉄ノ
ミ6を取付けた時の状況を説明する。
<Example 2 of the construction device> The situation when the iron chisel 6 is installed in the cylinder frame 1 shown in the above-mentioned <Example 1 of the construction device> will be described.

鋼板に適宜の間隔に孔をあけ、孔あき板5と
し、孔あき板5の孔と筒枠1の間隙12部が合致
する様に、孔あき板5を筒枠の頭部上面に設置す
る。
Holes are made in the steel plate at appropriate intervals to form a perforated plate 5, and the perforated plate 5 is installed on the top surface of the head of the cylinder frame so that the holes in the perforated plate 5 and the gap 12 of the cylinder frame 1 match. .

孔あき板5の孔に鉄ノミ6を筒枠頭部方から挿
入し、筒枠内に格納する。この鉄ノミ6の頭部に
適宜の重錘瘤7があり、その先端は尖つた長柱状
ものもである。そして、吊索8で筒枠1を吊つた
時、鉄ノミ6先端は筒枠1先端面より適宜の長さ
だけ突出しており、しかも鉄ノミ6の頭部の重錘
瘤7が孔あき板6に吊下つて、脱落しない様にす
る。
An iron chisel 6 is inserted into the hole of the perforated plate 5 from the top of the cylinder frame, and stored in the cylinder frame. The head of this iron chisel 6 has a suitable weight knob 7, and its tip is a long column with a sharp point. When the cylinder frame 1 is suspended by the hanging rope 8, the tip of the iron chisel 6 protrudes from the front end surface of the cylinder frame 1 by an appropriate length, and the weight knob 7 of the head of the iron chisel 6 is connected to the perforated plate. 6 to prevent it from falling off.

さらに、各々機構の異なる個別の吊索8によつ
て筒枠1と鉄ノミ6又は孔あき板5を個別に吊下
げ、保持するとよい。
Furthermore, it is preferable that the cylinder frame 1 and the iron chisel 6 or the perforated plate 5 be individually suspended and held by individual suspension ropes 8 having different mechanisms.

さらに、前記間隔材2により、筒枠1を間仕切
した間隙12に、鉄ノミ6を挿入して、鉄ノミの
頭部の重錘瘤7が筒枠の間隙12から脱落しない
ようにするとよい。この際も筒枠1及び鉄ノミ6
は各々機構の異なる個別の吊索8によつて吊下げ
保持するとよい。
Furthermore, it is preferable to insert the iron chisel 6 into the gap 12 in which the cylinder frame 1 is partitioned by the spacer 2 to prevent the weight knob 7 on the head of the iron chisel from falling out of the gap 12 between the cylinder frames. At this time, the cylinder frame 1 and iron chisel 6
are preferably suspended and held by individual suspension ropes 8 each having a different mechanism.

〈該施工装置例 3〉 前記〈施工装置例1・2〉の各種形態に組付け
た筒枠1や鉄ノミ6の各々の頭部に強固な振振動
機を設置してもよい(図示せず)。その際、各筒
枠1や鉄ノミ6は機構の異なる吊索8により吊下
げてもよい。
<Example 3 of construction equipment> A strong vibration vibrator may be installed on the head of each of the cylinder frame 1 and iron chisel 6 assembled in various forms of <Examples 1 and 2 of construction equipment> (not shown). figure). At this time, each cylinder frame 1 and iron chisel 6 may be suspended by suspension ropes 8 having different mechanisms.

次に施工の手順について説明する。 Next, the construction procedure will be explained.

〈施工例 1〉 投石船にて投入された割石13で概略の捨石堤
11を築堤する。続いて水中捨石堤11の海面上
に、前記割石破砕転圧均し施工装置Zを吊下げた
クレーン船9をアンカーワイヤ10を用いて留す
る。
<Construction example 1> A rough rubble embankment 11 is constructed using broken stones 13 thrown in by a stone thrower. Subsequently, the crane ship 9 on which the stone crushing, rolling, and leveling construction equipment Z is suspended is anchored above the sea surface of the underwater rubble embankment 11 using an anchor wire 10.

該施工装置Zを適宜の高さから落下・打響運動
を繰返すことにより、筒枠1や鉄ノミ6の先端刃
先で凹凸のはげしい捨石堤11の上面の割石13
を破砕し、大小割石のかみ合せを良好ならしめ、
強固な捨石堤11を築堤し、あわせて捨石堤上面
を規定均し面高さになる様にする。
By repeating dropping and impacting motions of the construction device Z from an appropriate height, the broken stones 13 on the top surface of the heavily uneven rubble embankment 11 are cut using the cylindrical frame 1 and the cutting edge of the iron chisel 6.
Crushing the stone and making the mesh of large and small stones good,
A strong rubble embankment 11 is built, and the upper surface of the rubble embankment is leveled to a specified height.

該施工装置の落下方法は、筒枠1と鉄ノミ6を
同時に落下させる方法、筒枠を先行落下せしめ、
その後鉄ノミを落下させる方法、又はその逆の方
法、筒枠のみを落下させる方法、貫通棒3をはず
し各筒枠を個別に落下させる方法等がある。
The method of dropping the construction device includes a method of dropping the cylinder frame 1 and the iron chisel 6 at the same time, a method of dropping the cylinder frame first,
After that, there are methods such as dropping the iron chisel, or vice versa, dropping only the cylinder frame, and removing the penetrating rod 3 and dropping each cylinder frame individually.

〈施工例 2〉 前記、該施工装置Zの筒枠1先端部付近の両側
にワイヤa,a′の一端を取付け、もう一端は捨石
堤11の遠方の適宜の方向に設置したアンカb,
b′を介してクレーン船のウインチc,c′に巻付け
てある。
<Construction Example 2> One end of the wires a and a' are attached to both sides near the tip of the cylindrical frame 1 of the construction device Z, and the other end is an anchor b installed in an appropriate direction far from the rubble embankment 11.
It is wrapped around winches c and c' of a crane ship via b'.

前記、該施工装置Zをクレーン船9に吊下げ、
筒枠1や鉄ノミ6の先端刃先を捨石面に適宜接触
させ、同時にクレーン船9のウインチc,c′にて
ワイヤa,a′の巻取りを交互に繰返しながら、該
施工装置Zの水平運動を繰返し、捨石堤11施工
基面の余分の割石13を除去、排除して、捨石堤
11上面を規定均し面高さになる様にする。
The construction equipment Z is suspended from the crane ship 9,
While bringing the cutting edges of the cylinder frame 1 and the iron chisel 6 into proper contact with the rubble surface, and at the same time alternately winding up the wires a and a' with the winches c and c' of the crane ship 9, the construction equipment Z is leveled. The movement is repeated to remove and eliminate the excess split stones 13 on the construction base of the rubble embankment 11, so that the upper surface of the rubble embankment 11 has a specified leveling surface height.

なお、前記、該施工装置例3の場合に、クレー
ン船にて、下げた施工装置の筒枠や鉄ノミを振動
機にて振動させながら、施工装置を水平移動させ
るとよい。
In the case of Example 3 of the construction equipment described above, it is preferable to move the construction equipment horizontally on a crane ship while vibrating the cylindrical frame and iron chisel of the lowered construction equipment with a vibrator.

前記の通り、この発明の装置によれば、 該施工装置の筒枠や鉄ノミは重量があるの
で、割石の破砕力が非常に大きいこと。
As mentioned above, according to the device of the present invention, the cylindrical frame and iron chisel of the construction device are heavy, so the crushing force of the broken stones is very large.

割石の過剰投入があつても、割石の除去、掃
き出し、荒均し作業が出来る。
Even if there is an excessive supply of broken stones, the broken stones can be removed, swept out, and rough-leveled.

割石を適宜破砕し、締固め、仕上げ均しの3
つの作業が同時に行えるので、作業能率は高
く、工費・工期とも大巾に軽減出来る。
3. Crushing the split stone appropriately, compacting it, and finishing leveling.
Since two tasks can be performed at the same time, work efficiency is high, and both construction costs and construction times can be significantly reduced.

捨石堤の安定、割石の落着き、上部構造物等
の安定によい影響がある。
It has a positive effect on the stability of rubble embankments, the settlement of broken stones, and the stability of superstructures.

筒枠先端が開断面であるので、水中落下に対
する抵抗が少なく、落下の方向性もよく、効果
的に割石を打撃出来る。
Since the tip of the cylindrical frame has an open cross section, there is little resistance to falling into the water, the direction of the fall is good, and it is possible to effectively hit broken stones.

大小深下でも捨石堤や捨石基礎の均し精度が
非常によい。
The leveling accuracy of rubble embankments and rubble foundations is very good, regardless of the size or depth.

潜水作業に伴う労務、安全管理の煩わしたが
なくなる。
Eliminates the hassle of labor and safety management associated with diving work.

従来存在する、重錘を水底に落下させる方式
では、打撃すべき場所を正確に重錘で打撃する
ことはきわめて困難である。
In the conventional method of dropping a weight to the bottom of the water, it is extremely difficult to accurately hit the spot where the weight should hit.

それは、重錘に水の抵抗が大きく作用するか
らであり、正確な位置を打撃するためには静か
に下降させなければならない。
This is because water resistance acts heavily on the weight, and it must be lowered gently in order to strike at an accurate location.

静かに下降させれば打撃位置は正確になる
が、当然打撃エネルギーは減少する。
If you lower it gently, the striking position will be more accurate, but of course the striking energy will decrease.

本発明の方法は、先に筒枠群を静かに水底に
下降させておき、破砕予定の水底の位置を確保
しておく。
In the method of the present invention, the cylindrical frame group is first gently lowered to the water bottom to secure the position at the water bottom where crushing is to be performed.

次に、鉄ノミを筒枠内を通して打撃エネルギ
ーを減少させることなく落下させれば、正確な
位置を鋭いノミ先端で打撃して破壊できる。
Next, if an iron chisel is passed through the cylinder frame and dropped without reducing the impact energy, the sharp chisel tip can be struck at a precise location to destroy the chisel.

あるいは、先に鉄ノミ群を静かに水底に下降
させておき、この鉄ノミをガイドにして筒枠群
を落下させれば、打撃エネルギーを減少させる
ことなく一定の面積を浅く広く破壊することが
できる。
Alternatively, if you first lower the iron chisel group gently to the bottom of the water and then drop the cylindrical frame group using the iron chisel as a guide, you can destroy a certain area shallowly and widely without reducing the impact energy. can.

などの利点がある。There are advantages such as

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

第1図と第2図は、施工装置の説明図である。
第3図と第4図は、施工装置の縦断面図である。
第5図と第6図は、施工状況を示す側面図、第7
図は、その平面図である。 1……筒枠、2……間隔材、3……貫通棒、4
……〓、5……孔あき板、6……鉄ノミ、7……
重錘瘤、8……吊索、9……クレーン船、10…
…アンカーワイヤ、11……捨石堤、12……間
隙、13……割石、a……ワイヤ、b……アン
カ、c……ウインチ、Z……割石破砕転圧均し施
工装置。
FIG. 1 and FIG. 2 are explanatory diagrams of the construction device.
3 and 4 are longitudinal sectional views of the construction device.
Figures 5 and 6 are side views showing the construction status;
The figure is a plan view thereof. 1... Cylinder frame, 2... Spacing material, 3... Penetration rod, 4
...〓, 5... Perforated board, 6... Iron chisel, 7...
Weight lump, 8... Suspension rope, 9... Crane ship, 10...
...Anchor wire, 11...Rubble embankment, 12...Gap, 13...Cracked stone, a...Wire, b...Anchor, c...Winch, Z...Cracked stone crushing, rolling and leveling construction device.

Claims (1)

【特許請求の範囲】 1 上下両端面開放の筒枠群と、 この筒枠群の各筒枠に、 上下方向にスライド自在に挿入した鉄ノミ群と
を独立して水底に落下させて行う、 水中捨石堤の均し施工法。 2 上下両端面開放の筒枠群、 この筒枠群の各筒枠に、 上下方向のスライド自在に挿入した鉄ノミ群、 筒枠群を吊り上げ装置、 および鉄ノミ群を吊り上げる吊上げ装置より構
成した、 水中捨石堤の均し装置。
[Scope of Claims] 1 A group of cylindrical frames with both upper and lower end surfaces open, and a group of iron chisels inserted into each cylindrical frame of this cylindrical frame group so as to be slidable in the vertical direction, are independently dropped to the bottom of the water. Leveling construction method for underwater rubble embankments. 2. Consists of a cylindrical frame group with both upper and lower ends open, a group of iron chisels inserted into each cylindrical frame of this cylindrical frame group so as to be slidable in the vertical direction, a lifting device for the cylindrical frame group, and a lifting device for hoisting the iron chisel group. , Underwater rubble embankment leveling device.
JP12465880A 1980-09-10 1980-09-10 Smoothening work and apparatus for rubble-mound bank under water Granted JPS5751314A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12465880A JPS5751314A (en) 1980-09-10 1980-09-10 Smoothening work and apparatus for rubble-mound bank under water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12465880A JPS5751314A (en) 1980-09-10 1980-09-10 Smoothening work and apparatus for rubble-mound bank under water

Publications (2)

Publication Number Publication Date
JPS5751314A JPS5751314A (en) 1982-03-26
JPS6112054B2 true JPS6112054B2 (en) 1986-04-05

Family

ID=14890843

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12465880A Granted JPS5751314A (en) 1980-09-10 1980-09-10 Smoothening work and apparatus for rubble-mound bank under water

Country Status (1)

Country Link
JP (1) JPS5751314A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58185631U (en) * 1982-05-31 1983-12-09 五洋建設株式会社 Underwater rubble foundation compaction and leveling equipment
KR100846874B1 (en) 2007-05-11 2008-07-16 은성기초건설(주) Methode of ground drilling for pier foundation

Also Published As

Publication number Publication date
JPS5751314A (en) 1982-03-26

Similar Documents

Publication Publication Date Title
US10030346B2 (en) Direct power compaction method
CN203174607U (en) Pipe-inside impacting hammer broken earth vibration crushing and expanding immersed tube pile machine
Jacoby et al. Foundations of bridges and buildings
JP2663021B2 (en) Ground improvement method by sand pile formation ship
CA1226742A (en) Mobile offshore drilling structure for the arctic
JPS6112054B2 (en)
KR100607536B1 (en) Tamper equipped with Towing device
CN115961590A (en) Efficient engineering construction method and system for water transport wharf
CN112267703A (en) Reconstruction and extension construction method and structure for mixed structure old wharf
KR100472697B1 (en) The tamping method which uses the vibrating hammer and that system
JPH0326734B2 (en)
JPH0678610B2 (en) Dynamic compaction method and dynamic compaction device
JP2002004283A (en) Mound leveling equipment of submarine ground
JP3818755B2 (en) Improvement method and equipment of submerged ground.
JPS63315720A (en) Ground compaction method and its device
RU2097488C1 (en) Consolidation of ground
DE871903C (en) Device for compressing embankments
JPS60173213A (en) Compacting work of soft ground
JPS6245829A (en) Weight for leveling rubble-mound under water
KR200362100Y1 (en) Tamper equipped with Towing device
HERROD THE CAMBER WIDENING, PORTSMOUTH HARBOUR.(INCLUDES PLATES).
KR200275179Y1 (en) The tamping machine which uses the vibrating hammer
Dzhantimirov et al. Procedure for Depressing Piles with an SVU-V-3 Rig.
JPS63312412A (en) Underwater compacting work
MCALPINE THE SUPPORTING POWER OF PILES; AND ON THE PNEUMATIC PROCESS FOR SINKING IRON COLUMNS, AS PRACTISED IN AMERICA.