JPS6145735B2 - - Google Patents
Info
- Publication number
- JPS6145735B2 JPS6145735B2 JP8806081A JP8806081A JPS6145735B2 JP S6145735 B2 JPS6145735 B2 JP S6145735B2 JP 8806081 A JP8806081 A JP 8806081A JP 8806081 A JP8806081 A JP 8806081A JP S6145735 B2 JPS6145735 B2 JP S6145735B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- pump
- sand
- jet device
- jet
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 169
- 239000004576 sand Substances 0.000 claims description 43
- 238000000034 method Methods 0.000 claims description 21
- 239000013049 sediment Substances 0.000 claims description 20
- 238000009434 installation Methods 0.000 claims description 17
- 239000000725 suspension Substances 0.000 claims description 14
- 239000007921 spray Substances 0.000 claims description 5
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 3
- 238000005507 spraying Methods 0.000 claims 1
- 239000000463 material Substances 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/8816—Mobile land installations
- E02F3/8825—Mobile land installations wherein at least a part of the soil-shifting equipment is mounted on a dipper-arm, backhoes or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9243—Passive suction heads with no mechanical cutting means
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9243—Passive suction heads with no mechanical cutting means
- E02F3/925—Passive suction heads with no mechanical cutting means with jets
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Jet Pumps And Other Pumps (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Description
【発明の詳細な説明】
本発明が波浪が高く浚渫船による浚渫作業が不
可能或は著しく非能率である場合においても水底
設備及び設置物を使用して能率よく浚渫を行う方
法及び該方法に使用する水ジエツト装置に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for efficiently dredging using underwater equipment and installations even in cases where waves are high and dredging by a dredger is impossible or extremely inefficient, and use in the method. The present invention relates to a water jet device.
従来、港湾内には台風、シケなどにより漂砂が
堆積したり河川からの流入土砂が堆積して船舶航
行に支障を来たす場合にはポンプ浚渫船、グラブ
浚渫船、あるいはドラグ浚渫船により航路維持浚
渫を行つて来た。しかしながら小さな漁港におい
ては大型浚渫船が進入できないため、小さな浚渫
船に頼らざるを得ないが、小さな浚渫船では港口
部などにおいて波浪の影響を直接受けて稼動率が
低下したり、波浪が高い場合は浚渫作業が著しく
困難となる欠点があつた。又、このような場合に
は水中ブルドーザーで水底の土砂を港内の波浪の
影響を受けず且つ航行船舶に支障を与えない場所
迄横持ちし、浚渫船で吸引除去する方法も行われ
るが、この方法は非能率、非経済的である欠点が
あつた。 Traditionally, when drifting sand accumulates in a port due to typhoons, droughts, etc., or sediment flows in from a river accumulates and impedes ship navigation, channel maintenance dredging is carried out using pump dredgers, grab dredgers, or drag dredgers. It's here. However, large dredgers cannot enter small fishing ports, so they have to rely on small dredgers. However, small dredgers may be directly affected by waves at the port entrance, resulting in a drop in operation rate, or if the waves are high, dredging operations may be difficult. There were drawbacks that made it extremely difficult. Additionally, in such cases, an underwater bulldozer can be used to move the sediment from the bottom of the water to a location that is not affected by waves in the port and does not pose a hindrance to navigating vessels, and then a dredger can be used to remove the sediment by suction. had the disadvantage of being inefficient and uneconomical.
本発明者らは上記の如き欠点なく浚渫する方法
を探究した結果、浚渫船を使用せずに水底に設備
した水ジエツト装置で土砂を移動させながら水面
上の所定位置に上面が設置された設置物上の懸垂
装置からサクシヨンヘツドを水底に懸垂して水底
の土砂を吸入、移送せしめることにより、何ら波
浪の影響を受けることなく能率よく浚渫できるこ
とを究明して本発明を完成した。 As a result of our search for a dredging method that does not have the drawbacks mentioned above, the inventors of the present invention have developed an installation in which the upper surface is installed at a predetermined position above the water surface while moving earth and sand using a water jet device installed at the bottom of the water without using a dredger. The present invention was completed by discovering that dredging can be carried out efficiently without being affected by waves by suspending the suction head from the upper suspension device to the bottom of the water and sucking in and transporting the sediment on the bottom.
本発明の目的は波浪の高い場所においても波浪
の影響を受けずに能率よく経済的に水底の土砂を
浚渫除去する浚渫方法及び該方法に使用する水ジ
エツト装置を提供するにある。 An object of the present invention is to provide a dredging method for efficiently and economically dredging and removing sediment at the bottom of the water without being affected by waves even in areas with high waves, and a water jet device used in the method.
即ち、第一の本発明は、水面より上方に上面が
位置し所定位置に設置された設置物上より水面上
に突出している懸垂装置よりサクシヨンヘツドを
水底に懸垂すると共に、水底に対する設置位置を
変え得てジエツト水を斜下方に噴射して該サクシ
ヨンヘツドから遠い水底の土砂を該サクシヨンヘ
ツドの近傍に移動せしめる1以上の水ジエツト装
置を水底に設置し、該ジエツト装置を駆動しつつ
該サクシヨンヘツドからサンドポンプの吸引力に
より水底の土砂を吸入せしめて移送管により移送
することを特徴とする浚渫方法に関するものであ
る。 That is, in the first aspect of the present invention, the suction head is suspended on the water bottom from a suspension device whose upper surface is located above the water surface and protrudes above the water surface from an installation installed at a predetermined position, and the suction head is changed in its installation position with respect to the water bottom. One or more water jet devices are installed at the bottom of the water to inject jet water diagonally downward to move sediment at the bottom far from the suction head to the vicinity of the suction head, and while driving the jet device, a sand pump is installed from the suction head. This invention relates to a dredging method characterized by sucking up sediment from the bottom of the water using suction force and transferring it through a transfer pipe.
また第二の本発明は、脚によつて水底の土砂上
に該土砂と間隔を設けて載置される構造架台と、
一定の斜下方にジエツト水を噴射せしめる多数の
ジエツトノズルが設けられており且つ該構造架台
に固定されている一本以上の送水管と、該送水管
に送水する送水ポンプと、該送水ポンプと該送水
管とを連結する接続管とから成ることを特徴とす
る水ジエツト装置に関するものである。 A second aspect of the present invention also provides a structural frame that is placed on the earth and sand at the bottom of the water by means of legs, with a space provided between the earth and the earth;
One or more water pipes are provided with a large number of jet nozzles that spray jet water in a fixed diagonal downward direction and are fixed to the structural frame, a water pump that sends water to the water pipes, and a water pump that supplies water to the water pipes. The present invention relates to a water jet device characterized in that it is comprised of a connecting pipe that connects to a water pipe.
さらに第三の本発明は、脚によつて水底の土砂
上に該土砂と間隔を設けて設置される構造架台
と、一定の斜下方にジエツト水を噴射せしめる多
数のジエツトノズルが設けられており且つ該構造
架台に固定されている一本以上の送水管と、該送
水管に送水する送水ポンプと、該送水ポンプと該
送水管とを連結する接続管と、該構造架台と該送
水管とをジエツト水の噴射方向の側部を除いて脚
部まで覆うカバーとから成ることを特徴とする水
ジエツト装置に関するものである。 Furthermore, the third aspect of the present invention is provided with a structural frame that is installed by legs on the sand and sand at the bottom of the water at a distance from the sand, and a large number of jet nozzles that spray jet water in a certain diagonal downward direction. One or more water pipes fixed to the structural frame, a water pump that sends water to the water pipe, a connecting pipe that connects the water pump and the water pipe, and the structural frame and the water pipe. The present invention relates to a water jet device characterized by comprising a cover that covers the legs except for the sides in the jet water jetting direction.
以下、本発明の実施例を示す図面により本各発
明を詳細に説明する。 DESCRIPTION OF THE PREFERRED EMBODIMENTS Each invention will be described in detail below with reference to drawings showing embodiments of the invention.
第1図は第一の本発明(浚渫方法)の第1実施
例を示す図、第2図は第二の本発明(水ジエツト
装置)の1実施例の平面図、第3図は同正面図、
第4図は同底面図、第5図は同側面図、第6図は
第三の本発明(水ジエツト装置)の1実施例の説
明用斜視図である。 Fig. 1 is a diagram showing a first embodiment of the first invention (dredging method), Fig. 2 is a plan view of an embodiment of the second invention (water jet device), and Fig. 3 is a front view of the same. figure,
4 is a bottom view of the same, FIG. 5 is a side view of the same, and FIG. 6 is an explanatory perspective view of one embodiment of the third present invention (water jet device).
先ず第一の本発明を詳細に説明する。 First, the first invention will be explained in detail.
図面中、1は水面より上方に上面が位置し所定
位置に設置された設置物であり、第1図では護岸
を示しているが、この他に防波堤や懸垂装置が走
行可能な桟橋や水面上の所定位置に固定される浮
桟橋や台船などの浮体も使用することができる。
2は設置物1上に設置されていて水面上に突出し
ている懸垂装置であり、第1図ではトラツクレー
ンを使用しているが他の装置であつてもよい。懸
垂装置2の先端からサクシヨンヘツド3が水底に
懸垂されている。サクシヨンヘツド3にはサクシ
ヨンヘツド3から水底の土砂5を吸入し排砂域7
にまで移送するためのサンドポンプ4と移送管6
が連結されている。第1図では移送管6はフレキ
シブルホース6aと海上管6bと陸上管6cとか
ら成つているが、地形やサンドポンプ4の設置位
置に応じて種々な管を適宜選定して配設すればよ
い。また第1図ではサンドポンプ4はサクシヨン
ヘツド3に直結されているが、サンドポンプ4の
設置位置は移送管6の途中にあつてもよく、そし
て水中にでも陸上にでも設置することができる。
サンドポンプ4としては当然ながら水中に設置す
る場合には水中サンドポンプを、また陸上に設置
する場合には陸上用サンドポンプを使用する。 In the drawing, 1 is an installation whose upper surface is located above the water surface and is installed in a predetermined position. Fig. 1 shows a seawall, but there are also breakwaters, piers on which suspension equipment can run, and structures above the water surface. Floating bodies such as floating piers or barges that are fixed in place can also be used.
Reference numeral 2 denotes a suspension device installed on the installation object 1 and protruding above the water surface, and although a truck crane is used in FIG. 1, other devices may be used. A suction head 3 is suspended from the tip of the suspension device 2 to the bottom of the water. The suction head 3 sucks sediment 5 from the bottom of the water from the suction head 3 into a sand discharge area 7.
Sand pump 4 and transfer pipe 6 for transferring to
are connected. In FIG. 1, the transfer pipe 6 is made up of a flexible hose 6a, a sea pipe 6b, and a land pipe 6c, but various pipes may be appropriately selected and arranged depending on the topography and the installation position of the sand pump 4. . Although the sand pump 4 is directly connected to the suction head 3 in FIG. 1, the sand pump 4 may be installed in the middle of the transfer pipe 6, and can be installed either underwater or on land.
Naturally, as the sand pump 4, an underwater sand pump is used when installed underwater, and a land sand pump is used when installed on land.
一方、水底にはサクシヨンヘツド3から或る程
度離れた箇所に水ジエツト装置8を設置する。水
ジエツト装置8はジエツト水を斜下方に噴射して
サクシヨンヘツド3から遠い場所の水底の土砂5
aをサクシヨンヘツド3の近傍に移動せしめるこ
とができ、そして懸垂などの方法によつて水ジエ
ツト装置8自体の水底に対する設置位置を変える
ことができる。水ジエツト装置8は1以上設置す
るが、設置台数が多い程位置移動少なく広範囲の
水底の土砂5をサクシヨンヘツド3の近傍に移動
させることができる。茲において第二の本発明で
ある水ジエツト装置8を更に詳細に説明する。第
2図〜第5図において、9は構造架台であつて脚
10によつて水底の土砂5上に堆積土砂5と間隔
を設けて載置される。脚10の先端には土砂中に
めり込むことなく構造架台9と水底の土砂5との
間に間隔を保つて安定な接地が可能なように平板
11を設けておくのが好ましい。12は水ジエツ
ト装置8を吊り上げたり吊り下げたりする場合に
破壊されないようにするための構造架台9の主要
構成部材である補強フレーム材であり、13は同
様に補強斜材である。図示した実施例では次記す
る送水管14が構造架台9を立体構造に構成する
下部フレーム材を兼ねているが、専用の下部フレ
ーム材を用いてもよい。構造架台9には1本以上
(図では3本)の送水管14が横架固定されてい
て、各送水管14には一定の斜下方(図では送水
管14を含む鉛直面における一定角度の斜下方)
にジエツト水を噴射せしめる多数のジエツトノズ
ル15が設けられており、また各送水管14は接
続管16によつて送水ポンプ17と連結されてい
る。送水ポンプ17は図では構造架台9の補強フ
レーム材12上に直接設置されているが、構造架
台9以外の水中又は陸上の適宜な場所に設置され
ることができる。送水ポンプ17としては当然な
がら水中に設置される場合は水中ポンプが使用さ
れ、そして水中ポンプとして水中サンドポンプも
使用される。また陸上に設置される場合は陸上用
送水ポンプが使用されるが、この場合水源と送水
ポンプ17とをつなぐ接続管16も必要である。 On the other hand, a water jet device 8 is installed at a certain distance from the suction head 3 at the bottom of the water. The water jet device 8 sprays jet water diagonally downward to remove sediment 5 at the bottom of the water at a location far from the suction head 3.
a can be moved to the vicinity of the suction head 3, and the installation position of the water jet device 8 itself relative to the water bottom can be changed by a method such as suspension. One or more water jet devices 8 are installed, and the more water jet devices 8 are installed, the less the positional movement is required, and the more soil 5 on the water bottom can be moved to the vicinity of the suction head 3 over a wider area. Next, the water jet device 8, which is the second aspect of the present invention, will be explained in more detail. In FIGS. 2 to 5, reference numeral 9 denotes a structural frame, which is placed on the earth and sand 5 at the bottom of the water by means of legs 10 with a space provided therebetween. It is preferable to provide a flat plate 11 at the tip of the leg 10 so as to maintain a distance between the structural frame 9 and the earth and sand 5 at the bottom of the water and enable stable grounding without sinking into the earth and sand. Reference numeral 12 designates a reinforcing frame material which is a main component of the structural frame 9 to prevent the water jet device 8 from being destroyed when lifting or suspending it, and 13 similarly designates a reinforcing diagonal member. In the illustrated embodiment, the water pipe 14, which will be described below, also serves as a lower frame material that configures the structural frame 9 into a three-dimensional structure, but a dedicated lower frame material may also be used. One or more water pipes 14 (three in the figure) are horizontally fixed to the structural frame 9, and each water pipe 14 has a fixed downward angle (in the figure, a fixed angle in the vertical plane including the water pipe 14). diagonally downward)
A large number of jet nozzles 15 are provided for injecting jet water to the water pipes 14, and each water pipe 14 is connected to a water pump 17 by a connecting pipe 16. Although the water pump 17 is shown installed directly on the reinforcing frame material 12 of the structural frame 9 in the figure, it can be installed at any suitable location other than the structural frame 9, underwater or on land. Naturally, when the water pump 17 is installed underwater, a submersible pump is used, and a submersible sand pump is also used as the submersible pump. Moreover, when installed on land, a land water pump is used, but in this case, a connecting pipe 16 that connects the water source and the water pump 17 is also required.
構造架台9には水ジエツト装置8の吊り上げ用
に懸垂用の掛止部18を設けておくのが好まし
い。この掛止部18には例えば第1図に示す如く
ワイヤロープなどを連結し、その他端に水面上に
浮かべておく浮子などを連結せしめておけばよ
く、この浮子などに旗その他の目立つ標識を付し
ておくことにより水底の水ジエツト装置8の設置
された場所を示すこともできる。 Preferably, the structural frame 9 is provided with a suspension hook 18 for lifting the water jet device 8. For example, a wire rope or the like may be connected to this hooking portion 18 as shown in Fig. 1, and a float or the like to be floated on the water surface may be connected to the other end, and a flag or other conspicuous sign may be attached to this float. By attaching it, it is also possible to indicate the location where the water jet device 8 at the bottom of the water is installed.
第三の本発明は、上記第二の本発明と同じ構成
の水ジエツト装置と、これに加えて補強フレーム
材12,補強斜材13を備えた構造架台9及び送
水管14をジエツト水の噴射方向の側部を除いて
脚部まで覆うカバー19とから成る。但しカバー
19は送水管14の外側を充分な余裕を以つて取
り囲むことが好ましいから、例えば第2図〜第5
図に示す水ジエツト装置における構造架台9の幅
を大きくし、幅方向の両端には専用の下部フレー
ム材を使用したものをカバー19で覆つた水ジエ
ツト装置が好ましい。その一例の斜視図を第6図
に示す。茲で説明を再び元に戻して第一の本発明
を第二,第三の本発明の作用効果と共に説明す
る。水ジエツト装置8を駆動すると水はジエツト
ノズル15よりジエツト水となつて勢よく斜下方
向に噴射されてサクシヨンヘツド3から遠い水底
の土砂5aは流動化され、サクシヨンヘツド3の
近傍に移動される。このように水ジエツト装置8
を駆動しながらサンドポンプ4を駆動するとサク
シヨンヘツド3の近傍の水底の土砂5bは勿論、
サクシヨンヘツド3から遠い水底の土砂5aもサ
クシヨンヘツド3の近傍に移動するため、サクシ
ヨンヘツド3から可成り離れた水底の土砂までも
サンドポンプ4の吸引力によつてサクシヨンヘツ
ド3から吸入されて移送管6を経て排砂域7に投
棄される。茲において第1図に示す如く懸垂装置
2としてクレーンを使用してサクシヨンヘツド3
をクレーンアウトリーチ範囲内を移動せしめ、水
ジエツト装置8はクレーンアウトリーチ範囲外に
好ましくは複数個を放射線状に配置して水底の土
砂5aをクレーンアウトリーチ範囲の外側から内
側へ移動させることにより一層広範囲の水底の土
砂5a,5bをサクシヨンヘツド3から吸入、移
送して投棄することができる。水ジエツト装置8
としてカバー19で噴射方向の側部以外を覆つた
水ジエツト装置8を使用する場合は、噴射力が逸
散しないで噴射方向にのみ集中するので、水底の
土砂5aをそれだけより強力に遠距離移動させる
ことができる。また水ジエツト装置8は懸垂用の
掛止部18などを用いて水底の設置位置を変えな
がら広範囲の水底の土砂5aをサクシヨンヘツド
3の近傍に移動させることもできる。送水ポンプ
17の設置位置がジエツトノズル15に近くて噴
射の場合に水底の土砂5aが濃厚に舞い上つたり
して送水ポンプ17が土砂を多く吸入する場合は
送水ポンプ17としてサンドポンプを使用すると
よい。またサンドポンプ4や送水ポンプ17を水
中に設置するときは運転効率は良く、一方陸上に
設置するときは保守は容易である。 A third aspect of the present invention is a water jet device having the same configuration as the second aspect of the present invention, a structural frame 9 that is additionally provided with a reinforcing frame member 12 and a reinforcing diagonal member 13, and a water pipe 14 for jetting jet water. It consists of a cover 19 that covers up to the legs except for the side parts. However, since it is preferable that the cover 19 surrounds the outside of the water pipe 14 with sufficient margin, for example, as shown in FIGS.
In the water jet device shown in the figure, it is preferable to use a water jet device in which the width of the structural pedestal 9 is increased, and dedicated lower frame members are used at both ends in the width direction, and the water jet device is covered with a cover 19. A perspective view of one example is shown in FIG. Returning to the original explanation, the first invention will be explained together with the effects of the second and third inventions. When the water jet device 8 is driven, water is jetted from the jet nozzle 15 in the diagonally downward direction, and the earth and sand 5a at the bottom far from the suction head 3 is fluidized and moved to the vicinity of the suction head 3. In this way, the water jet device 8
If you drive the sand pump 4 while driving the suction head 3, the sand 5b on the bottom of the water near the suction head 3 will of course be removed.
Since the sediment 5a on the water bottom far from the suction head 3 also moves to the vicinity of the suction head 3, even the sediment on the water bottom that is quite far away from the suction head 3 is sucked from the suction head 3 by the suction force of the sand pump 4 and is transferred through the transfer pipe 6. It is dumped into the sand disposal area 7. As shown in FIG.
is moved within the crane outreach range, preferably a plurality of water jet devices 8 are arranged radially outside the crane outreach range, and the earth and sand 5a on the water bottom is moved from outside the crane outreach range to the inside. Sediment 5a, 5b on the bottom of the water over a wider area can be sucked in from the suction head 3, transferred and disposed of. Water jet device 8
When using the water jet device 8 covered with covers 19 other than the sides in the jetting direction, the jetting force does not dissipate and is concentrated only in the jetting direction, so the sediment 5a at the bottom of the water can be moved even more strongly over long distances. can be done. Further, the water jet device 8 can also move the earth and sand 5a on the water bottom over a wide range to the vicinity of the suction head 3 while changing the installation position on the water bottom using the suspension hook 18 or the like. If the installation position of the water pump 17 is close to the jet nozzle 15 and the water pump 17 sucks in a large amount of sediment due to the thick sediment 5a at the bottom of the water being thrown up during injection, it is recommended to use a sand pump as the water pump 17. . Furthermore, when the sand pump 4 and the water pump 17 are installed underwater, the operating efficiency is good, while when they are installed on land, maintenance is easy.
以上詳細に説明したように、本発明に係る水ジ
エツト装置を使用する本発明に係る浚渫方法は、
浚渫船を使用する必要は一切なく、すべて水面よ
り上方に上面が位置し所定位置に設置された設置
物と水底に設置された装置とを使用して実施する
浚渫方法であり、従つて波浪の影響は殆んど全く
受けることがなく、小さな漁港や波浪の大きい場
所においても能率よく経済的に浚渫することがで
き、港湾の機能維持、船舶航行の安全を図る上で
非常に価値あるものであり、また本発明に係る水
ジエツト装置は簡単な構造で安価にしかも容易に
製作でき、更に水底に設置されて使用されるもの
であるから波浪に影響されることなく水底の土砂
有効にサクシヨンヘツド近傍に容易に移動せしめ
得る特徴を有しており、浚渫作業を効果的に実施
せしめ得る工業的に価値ある装置である。 As explained in detail above, the dredging method according to the present invention using the water jet device according to the present invention includes:
There is no need to use a dredger at all, and the dredging method is carried out using equipment whose upper surface is located above the water surface and installed in a predetermined position, and equipment installed at the bottom of the water. Dredging can be carried out efficiently and economically even in small fishing ports and areas with large waves, making it extremely valuable for maintaining port functions and ensuring safe ship navigation. Furthermore, the water jet device according to the present invention has a simple structure, can be manufactured at low cost, and can be easily manufactured.Furthermore, since it is installed and used on the water bottom, it is not affected by waves and can effectively send sediment from the water bottom to the vicinity of the suction head. It has the feature of being easily movable and is an industrially valuable device that can effectively carry out dredging work.
第1図は第一の本発明(浚渫方法)の1実施例
を示す図、第2図は第二の本発明(水ジエツト装
置)の1実施例の平面図、第3図は同正面図、第
4図は同底面図、第5図は同側面図、第6図は第
三の本発明(水ジエツト装置)の1実施例の説明
的斜視図である。
1…設置物、2…懸垂装置、3…サクシヨンヘ
ツド、4…サンドポンプ、5…水底の土砂、5a
…サクシヨンヘツドから遠い水底の土砂、5b…
サクシヨンヘツド近傍の水底の土砂、6…移送
管、6a…フレキシブルホース、6b…海上管、
6c…陸上管、7…排砂域、8…水ジエツト装
置、9…構造架台、10…脚、11…平板、12
…補強フレーム、13…補強斜材、14…送水
管、15…ジエツトノズル、16…接続管、17
…送水ポンプ、18…懸垂用の掛止部、19…カ
バー。
Fig. 1 is a diagram showing an embodiment of the first invention (dredging method), Fig. 2 is a plan view of an embodiment of the second invention (water jet device), and Fig. 3 is a front view of the same. , FIG. 4 is a bottom view of the same, FIG. 5 is a side view of the same, and FIG. 6 is an explanatory perspective view of one embodiment of the third present invention (water jet device). 1... Installation object, 2... Suspension device, 3... Suction head, 4... Sand pump, 5... Sediment at the bottom of the water, 5a
...Sediment on the bottom of the water far from the suction head, 5b...
Earth and sand on the water bottom near the suction head, 6...transfer pipe, 6a...flexible hose, 6b...marine pipe,
6c... Land pipe, 7... Sand removal area, 8... Water jet device, 9... Structural frame, 10... Leg, 11... Flat plate, 12
... Reinforcement frame, 13 ... Reinforcement diagonal material, 14 ... Water pipe, 15 ... Jet nozzle, 16 ... Connection pipe, 17
...Water pump, 18. Hanging part, 19. Cover.
Claims (1)
された設置物上より水面上に突出している懸垂装
置よりサクシヨンヘツドを水底に懸垂すると共
に、水底に対する設置位置を変え得てジエツト水
を斜下方に噴射して該サクシヨンヘツドから遠い
水底の土砂を該サクシヨンヘツドの近傍に移動せ
しめる1以上の水ジエツト装置を水底に設置し、
該水ジエツト装置を駆動しつつ該サクシヨンヘツ
ドからサンドポンプの吸引力により水底の土砂を
吸入せしめて移送管により移送することを特徴と
する浚渫方法。 2 水面より上方に上面が位置し所定位置に設置
された設置物として防波堤を使用する特許請求の
範囲第1項に記載の浚渫方法。 3 水面より上方に上面が位置し所定位置に設置
された設置物として護岸を使用する特許請求の範
囲第1項に記載の浚渫方法。 4 水面より上方に上面が位置し所定位置に設置
された設置物として懸垂装置が走行可能な桟橋を
使用する特許請求の範囲第1項に記載の浚渫方
法。 5 水面より上方に上面が位置し所定位置に設置
された設置物として浮体を使用する特許請求の範
囲第1項に記載の浚渫方法。 6 懸垂装置としてクレーンを使用する特許請求
の範囲第1項から第5項までのいずれか1項に記
載の浚渫方法。 7 複数個の水ジエツト装置をクレーンアウトリ
ーチ範囲の外側の水底に放射線状に設置し、ジエ
ツト水の噴射により堆積土砂をクレーンアウトリ
ーチ範囲の外側から内側に移動せしめながらクレ
ーンの操作によりサクシヨンヘツドをクレーンア
ウトリーチ範囲内を移動せしめる特許請求の範囲
第5項に記載の浚渫方法。 8 サンドポンプとして水中サンドポンプを使用
する特許請求の範囲第1項から第7項までのいず
れか1項に記載の浚渫方法。 9 サンドポンプとして陸上用サンドポンプを使
用する特許請求の範囲第1項から第7項までのい
ずれか1項に記載の浚渫方法。 10 脚によつて水底の土砂上に土砂と間隔を設
けて設置される構造架台と、一定の斜下方にジエ
ツト水を噴射せしめる多数のジエツトノズルが設
けられており且つ該構造架台に固定されている一
本以上の送水管と、該送水管に送水する送水ポン
プと、該送水ポンプと該送水管とを連結する接続
管とから成ることを特徴とする水ジエツト装置。 11 送水ポンプが水中ポンプである特許請求の
範囲第10項に記載の水ジエツト装置。 12 水中ポンプが水中サンドポンプである特許
請求の範囲第11項に記載の水ジエツト装置。 13 送水ポンプが陸上用送水ポンプである特許
請求の範囲第10項に記載の水ジエツト装置。 14 構造架台に懸垂用の掛止部が設けられてい
る特許請求の範囲第10項から第13項までのい
ずれか1項に記載の水ジエツト装置。 15 脚によつて水底の土砂上に該土砂と間隔を
設けて載置される構造架台と、一定の斜下方にジ
エツト水を噴射せしめる多数のジエツトノズルが
設けられており且つ該構造架台に固定せしめられ
ている一本以上の送水管と、該送水管に送水する
送水ポンプと、該送水ポンプと該送水管とを連結
する接続管と、該構造架台と該送水管とをジエツ
ト水の噴射方向の側部を除いて脚部まで覆うカバ
ーとから成ることを特徴とする水ジエツト装置。 16 送水ポンプが水中ポンプである特許請求の
範囲第15項に記載の水ジエツト装置。 17 水中ポンプが水中サンドプポンプである特
許請求の範囲第16項に記載の水ジエツト装置。 18 送水ポンプが陸上用送水ポンプである特許
請求の範囲第15項に記載の水ジエツト装置。 19 構造架台に懸垂用の掛止部が設けられてい
る特許請求の範囲第15項から第18項までのい
ずれか1項に記載の水ジエツト装置。[Scope of Claims] 1. The suction head is suspended on the water bottom from a suspension device whose upper surface is located above the water surface and protrudes above the water surface from an installation installed at a predetermined position, and the installation position with respect to the water bottom can be changed. installing one or more water jet devices on the bottom of the water that spray jet water obliquely downward to move sediment on the bottom far from the suction head to the vicinity of the suction head;
A dredging method characterized in that, while driving the water jet device, earth and sand at the bottom of the water are suctioned from the suction head by the suction force of the sand pump and transferred through a transfer pipe. 2. The dredging method according to claim 1, wherein a breakwater is used as an installation whose upper surface is located above the water surface and is installed at a predetermined position. 3. The dredging method according to claim 1, wherein a revetment is used as an installation whose upper surface is located above the water surface and is installed at a predetermined position. 4. The dredging method according to claim 1, wherein a pier is used as an installation object whose upper surface is located above the water surface and on which a suspension device can run. 5. The dredging method according to claim 1, wherein a floating body is used as the installation object whose upper surface is located above the water surface and is installed at a predetermined position. 6. The dredging method according to any one of claims 1 to 5, which uses a crane as the suspension device. 7 Multiple water jet devices are installed in a radial pattern on the water bottom outside the crane outreach range, and the jet water is used to move accumulated sediment from outside the crane outreach range to the inside, while the suction head is moved by crane operation. The dredging method according to claim 5, wherein the dredging method is moved within an outreach area. 8. The dredging method according to any one of claims 1 to 7, wherein a submersible sand pump is used as the sand pump. 9. The dredging method according to any one of claims 1 to 7, wherein a land-based sand pump is used as the sand pump. 10 A structural pedestal is installed on the sand at the bottom of the water by means of legs at a distance from the earth and sand, and a number of jet nozzles for spraying jet water in a certain diagonal downward direction are provided and fixed to the structural pedestal. A water jet device comprising one or more water pipes, a water pump that sends water to the water pipes, and a connecting pipe that connects the water pump and the water pipes. 11. The water jet device according to claim 10, wherein the water pump is a submersible pump. 12. The water jet device according to claim 11, wherein the submersible pump is a submersible sand pump. 13. The water jet device according to claim 10, wherein the water pump is a land water pump. 14. The water jet device according to any one of claims 10 to 13, wherein the structural frame is provided with a hanging part for suspension. 15 A structural frame that is placed on the earth and sand at the bottom of the water by means of legs at a distance from the earth and sand, and a large number of jet nozzles that spray jet water downward at a certain angle are provided and are fixed to the structural frame. one or more water pipes connected to the water pipe, a water pump that sends water to the water pipe, a connecting pipe that connects the water pump and the water pipe, and a structure that connects the structural frame and the water pipe in the jetting direction of jet water. A water jet device comprising: a cover that covers the legs except for the sides of the water jet device. 16. The water jet device according to claim 15, wherein the water pump is a submersible pump. 17. The water jet device according to claim 16, wherein the submersible pump is a submersible sand pump. 18. The water jet device according to claim 15, wherein the water pump is a land water pump. 19. The water jet device according to any one of claims 15 to 18, wherein the structural frame is provided with a hanging part for suspension.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8806081A JPS57205635A (en) | 1981-06-10 | 1981-06-10 | Dredging work and water jetting device therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8806081A JPS57205635A (en) | 1981-06-10 | 1981-06-10 | Dredging work and water jetting device therefor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57205635A JPS57205635A (en) | 1982-12-16 |
JPS6145735B2 true JPS6145735B2 (en) | 1986-10-09 |
Family
ID=13932297
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8806081A Granted JPS57205635A (en) | 1981-06-10 | 1981-06-10 | Dredging work and water jetting device therefor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57205635A (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4778239B2 (en) * | 2005-01-11 | 2011-09-21 | 五洋建設株式会社 | 浚 渫 Method |
US7754073B2 (en) * | 2005-11-22 | 2010-07-13 | Ultra Aquatic Technology Pty Ltd | Method and apparatus for collecting and/or removing sludge |
JP4970359B2 (en) * | 2008-06-20 | 2012-07-04 | 東京瓦斯株式会社 | Bottom sediment transport equipment |
CN113463711B (en) * | 2021-07-05 | 2022-11-15 | 浙江省疏浚工程有限公司 | Non-stop operation deep water area pneumatic dredging pump complete equipment and method |
CN113463710B (en) * | 2021-07-05 | 2022-11-15 | 浙江省疏浚工程有限公司 | Pneumatic dredging pump equipment for deep water area and dynamic balance method |
-
1981
- 1981-06-10 JP JP8806081A patent/JPS57205635A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS57205635A (en) | 1982-12-16 |
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