JPH0412331B2 - - Google Patents

Info

Publication number
JPH0412331B2
JPH0412331B2 JP28258985A JP28258985A JPH0412331B2 JP H0412331 B2 JPH0412331 B2 JP H0412331B2 JP 28258985 A JP28258985 A JP 28258985A JP 28258985 A JP28258985 A JP 28258985A JP H0412331 B2 JPH0412331 B2 JP H0412331B2
Authority
JP
Japan
Prior art keywords
sand
conduit
pipe
water
hopper
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
JP28258985A
Other languages
Japanese (ja)
Other versions
JPS62141224A (en
Inventor
Mitsugi Umeda
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.)
Takasago Kensetsu KK
Original Assignee
Takasago Kensetsu KK
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 Takasago Kensetsu KK filed Critical Takasago Kensetsu KK
Priority to JP28258985A priority Critical patent/JPS62141224A/en
Publication of JPS62141224A publication Critical patent/JPS62141224A/en
Publication of JPH0412331B2 publication Critical patent/JPH0412331B2/ja
Granted legal-status Critical Current

Links

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  • Underground Or Underwater Handling Of Building Materials (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、水中構造物建築工事等における敷
砂、盛砂、置換砂などの作業に採用される水底へ
の砂流込方法に関するものである。
[Detailed Description of the Invention] (Industrial Application Field) This invention relates to a method for pouring sand into the water bottom, which is employed in works such as laying sand, filling sand, and replacing sand in construction work for underwater structures. .

(従来技術) 本願発明者は、従来の砂を直接水中に投下する
工法における砂損失の大きいこと、特に水深が深
い場合に必要量をはるかに凌駕する数倍量の砂が
周囲に散乱する不経済性、所定の平坦な形態の敷
砂、盛砂などを効率的に行えないこと、及び多量
の砂の周囲散乱で周辺の水を濁すなどの諸欠点を
解消するための砂流込方法を既に研究発明(特公
昭54−23484)した。
(Prior Art) The inventor of the present application has discovered that the conventional method of directly dropping sand into water causes a large loss of sand, and especially when the water is deep, the amount of sand that far exceeds the required amount is scattered around the area. We have already developed a sand pouring method that solves various disadvantages such as economic efficiency, inability to efficiently lay sand in a specified flat shape, and muddying the surrounding water due to large amounts of sand scattered around. Researched and invented (Special Publication No. 54-23484).

即ち、上段管の下端部をそれより太径の下段管
の上端部内に僅か通入し、該通入上端管と下段管
との間に適宜の間隙を形成するように数段連接し
た導管を上端が水面より僅か下方位置に下端が水
底より僅か上方位置になるよう水中に垂直保持
し、又ホツパーの排出口下部を導管の最上段管の
上端部内に通入して該部に周隙を形成するように
保持し、ホツパーに投入された砂を排出口を経て
導管内に連続的に落下せしめ、砂の落下に随伴し
てエゼクター作用によつて最上段管の上端開口部
及び各段接続部の開口部より周隙を経て導管内に
流入誘起される下向き水流によつて附勢して砂を
降下させることを特徴とする水中構造物への砂流
込方法である。
That is, the lower end of the upper pipe is slightly inserted into the upper end of the lower pipe with a larger diameter, and the conduit is connected in several stages so as to form an appropriate gap between the upper end pipe and the lower pipe. Hold the hopper vertically in the water so that the upper end is slightly below the water surface and the lower end is slightly above the water bottom, and insert the lower part of the outlet of the hopper into the upper end of the top pipe of the conduit to create a gap there. The sand fed into the hopper is allowed to fall continuously into the pipe through the discharge port, and as the sand falls, the ejector action opens the upper end of the top pipe and connects each stage. This method of pouring sand into an underwater structure is characterized in that the sand is lowered by being energized by a downward water flow induced to flow into the conduit from the opening of the pipe through the circumferential gap.

(発明が解決しようとする問題点) 本願発明者は、さらに研究テストを重ねた結
果、上記方法は比較的狭隘な帯或の敷砂、盛砂な
どには十分に効果が挙げられるが、例えば広大な
面積帯或での敷砂、盛砂、置換砂作業を平坦均整
に行うためには効率性、作業性、安定確実性の点
などから、まだ完全でないことを知見した。そし
てこれは最下段導管の下端から砂が広範囲、かつ
均整(流量が)に降下されないことに起因するも
のである。
(Problems to be Solved by the Invention) As a result of further research tests, the inventor of the present application has found that the above method is sufficiently effective for laying sand in a relatively narrow band or embankment, etc. It was discovered that the ability to flatten, fill, and replace sand over a vast area is not yet perfect in terms of efficiency, workability, stability, and reliability. This is due to the fact that the sand is not lowered over a wide range and evenly (flow rate) from the lower end of the lowermost conduit.

(問題点を解決するための手段) この発明は上記問題点を解決するためになされ
たものであつて、前記砂流込方法において、内部
が複数の流降路に区画されて下方に向つて漸次広
くなつた部分を有する誘導フードを前記の最下段
導管に連通するように設け、該最下段導管から降
下される砂を、上記各流降路に夫々分散誘導して
誘導フードの各流降路下面が形成する各開口グリ
ルから夫々ほぼ均等な流量で広範に降下させるよ
うにしたことを特徴とする水底への砂流込方法を
提供するにある。
(Means for Solving the Problems) The present invention has been made to solve the above problems, and in the sand pouring method, the inside is divided into a plurality of downflow passages, and the sand pouring passages are divided gradually toward the bottom. An induction hood having a widened portion is provided so as to communicate with the lowermost conduit, and the sand descending from the lowermost conduit is distributed and guided to each of the above-mentioned downflow passages, so that the sand can be guided to each of the downflow passages of the induction hood. To provide a method for pouring sand into a water bottom, characterized in that sand is allowed to fall over a wide range from each opening grill formed by a lower surface at a substantially uniform flow rate.

この発明を以下図面実施例について詳しく説明
する。
The present invention will be described in detail below with reference to drawing examples.

先ず第1,2図において、上段管の下段部をそ
れより太径の下段管の上端部内に僅か通入し、該
上段管と下段管との間に適宜の周隙sを形成する
ように数段チエン2によつて連接した導管1を上
端水面3より僅か下方位置に、下端が水底16よ
り僅か上方位置になるように水中に適宜の方法で
垂直に保持する。又ホツパー6の排出口6′下部
を導管1の最上段管の上端部内に通入して該部に
周隙sを形成するように垂直に保持する。なお4
は作業船、5は動力ウインチ、7はフレームであ
る。そして砂運搬船17のグラブ18によつてホ
ツパー6内に連続的に投入された砂を排出口6を
経て導管1内に連続的に落下せしめ、砂の落下に
随伴してエゼクター作用によつて最上段管の上端
開口部及び各段接続部の開口部より周隙sを経て
導管1内に流入誘起される下向き水流によつて附
勢して砂を降下させるようにしたのが、公知(特
公昭54−23484)の発明方法である。
First, in Figures 1 and 2, the lower part of the upper pipe is inserted slightly into the upper end of the lower pipe with a larger diameter than that, and an appropriate circumferential gap s is formed between the upper pipe and the lower pipe. A conduit 1 connected by a multi-stage chain 2 is vertically held in water by an appropriate method so that the upper end is slightly below the water surface 3 and the lower end is slightly above the water bottom 16. Further, the lower part of the outlet 6' of the hopper 6 is inserted into the upper end of the uppermost tube of the conduit 1 and held vertically so as to form a circumferential gap s therein. Note 4
is a work boat, 5 is a power winch, and 7 is a frame. Then, the sand continuously thrown into the hopper 6 by the grab 18 of the sand transport ship 17 is made to fall continuously into the conduit 1 through the discharge port 6, and as the sand falls, the ejector action It is known (especially known in the art) that the sand is lowered by being energized by a downward water flow induced to flow into the conduit 1 through the circumferential gap s from the upper end opening of the upper pipe and the openings of the connecting parts of each stage. This is the method invented by Kosho 54-23484).

次に8は、上部に上直筒部8a、下部に下直筒
部8bを夫々有する内部が複数の隔壁9によつて
複数の流降路11に区画された下方に向つて漸次
広くなつた誘導フードである。なお上記誘導フー
ド8としては図示形状のほかに四角錐や円錐形状
などとしてもよく、また各流降路11が形成する
グリルの形状もそれに応じて第3,4図など各種
のものが選択使用できる。また上記各隔壁9の下
部9bは夫々固定的であるが、各上部9aの方は
夫々枢軸10を軸に傾動自在で例えば第5図鎖線
のように位置可変して各流降路11の上開口部を
広狭可変できるようになつている。かつ該各隔壁
9の上部9a上端には、誘導フード8の側壁に穿
設した枢軸10を軸とする円弧孔13に通入され
ている突ねじ14が夫々突設され、該突ねじ14
に螺嵌したナツト15の緊締で上部9aを任意の
位置に固止設定できるようになつている。
Next, reference numeral 8 denotes a guide hood which gradually becomes wider downward, and has an upper straight cylindrical part 8a at the upper part and a lower straight cylindrical part 8b at the lower part. It is. In addition to the illustrated shape, the induction hood 8 may have a square pyramid or conical shape, and the shape of the grill formed by each flow path 11 may be selected from various shapes as shown in FIGS. 3 and 4 according to the shape. can. Further, the lower part 9b of each of the partition walls 9 is fixed, but the upper part 9a is tiltable about the pivot 10, and can be moved to the top of each flow path 11, for example, as shown by the chain line in FIG. The opening can be made wider or narrower. At the upper end of the upper part 9a of each of the partition walls 9, a projection screw 14 is provided, which is inserted into a circular arc hole 13 having a pivot shaft 10 bored in the side wall of the guide hood 8 as an axis.
The upper part 9a can be fixed in any position by tightening a nut 15 screwed into the upper part 9a.

そこでこの発明は、上記内部が複数の流降路1
1に区画されて下方に向つて漸次広くなつた部分
を有する誘導フード8を前記の最下段導管1に連
通するように設け、該最下段導管1から降下され
る砂を、上記各流降路11に夫々分散誘導して誘
導フード8の各流降路11下面から形成する各開
口グリル12から夫々ほぼ均等な流量で広範に降
下させるように構成したものである。
Therefore, the present invention provides that the interior has a plurality of downflow channels 1.
An induction hood 8 having a section that is divided into 1 sections and gradually widening downward is provided so as to communicate with the lowermost conduit 1, and the sand descended from the lowermost conduit 1 is transferred to each of the above-mentioned drainage channels. 11, and are configured to descend over a wide range from each opening grille 12 formed from the lower surface of each flow passage 11 of the induction hood 8 at a substantially uniform flow rate.

この発明方法によれば、第7図のように広大な
面積の敷砂や第8,9図のように施工幅が狭く、
かつ深くて一次投入(従来法)と二次投入(本発
明)とで行う置換砂の場合など何れも容易に行え
る。
According to the method of this invention, the construction width is narrow as shown in Fig. 7 and Fig. 8 and 9.
In addition, it is easy to perform both cases of displacement sand, which is deep and requires primary charging (conventional method) and secondary charging (inventive method).

(発明の効果) この発明方法は叙上のような構成で、下方に向
つて漸次広くなつた部分を有する誘導フードの下
面各開口グリルから夫々ほぼ均等な流量で広範に
降下させるようにしたものであるから、広大な面
積帯域の敷砂、盛砂、置換砂の平坦均整な作業を
きわめて作業性よく効率的にかつ容易に、しかも
安定して容易に行える卓抜した効果がある。また
この発明によると大きな潮流のある場合において
も毫も砂を周囲に散乱させることなく経済的な作
業が安定して行える優れた効果がある。
(Effects of the Invention) The method of the invention has the above-mentioned configuration, and allows the flow to descend over a wide area from each opening grille on the bottom surface of the induction hood, which has a portion that gradually becomes wider toward the bottom, at a substantially uniform flow rate. Therefore, it has an outstanding effect of being able to perform flat and even work of laying sand, embankment sand, and replacement sand over a vast area easily, efficiently, easily, and stably with extremely good workability. Further, according to the present invention, there is an excellent effect that even when there is a large tidal current, economical work can be carried out stably without scattering sand around the surrounding area.

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

図面はこの発明の実施例を示すもので、第1図
は一部を欠截した要部の正面図、第2図は同側面
図、第3,4図は開口グリルの実施例の底面図、
第5図は要部の拡大縦断正面図、第6図は隔壁の
上部の固定装置を示した縦断面図、第7図乃至第
9図は作業施工状態の説明図である。 1……導管、2……チエン、3……水面、4…
…作業船、5……動力ウインチ、6……ホツパ
ー、6……排出口、7……フレーム、8……誘導
フード、8a……上直筒部、8b……下直筒部、
9……隔壁、9a……上部、9b……下部、10
……枢軸、11……流降路、12……開口グリ
ル、13……円弧孔、14……突ねじ、15……
ナツト、16……水底、17……砂運搬船、18
……グラブ、s……周隙。
The drawings show an embodiment of the present invention; FIG. 1 is a partially cutaway front view of the main part, FIG. 2 is a side view of the same, and FIGS. 3 and 4 are bottom views of an embodiment of the opening grille. ,
FIG. 5 is an enlarged longitudinal sectional front view of the main part, FIG. 6 is a longitudinal sectional view showing the fixing device on the upper part of the partition wall, and FIGS. 7 to 9 are explanatory diagrams of the working construction state. 1... Conduit, 2... Chain, 3... Water surface, 4...
...Work boat, 5...Power winch, 6...Hopper, 6...Discharge port, 7...Frame, 8...Induction hood, 8a...Upper straight cylinder part, 8b...Lower straight cylinder part,
9... Partition wall, 9a... Upper part, 9b... Lower part, 10
... Pivot, 11 ... Downfall path, 12 ... Opening grill, 13 ... Arc hole, 14 ... Thrust screw, 15 ...
Natsuto, 16...Underwater, 17...Sand carrier, 18
...grab, s... circumference.

Claims (1)

【特許請求の範囲】[Claims] 1 上段管の下端部をそれより太径の下段管の上
端部内に僅か通入し、該通入上段管と下段管との
間に適宜の周隙を形成するように数段連接した導
管を上端が水面より僅か下方位置に、下端が水底
より僅か上方位置になるよう水中に垂直保持し、
又ホツパーの排出口下部を導管を最上段管の上端
部内に通入して該部に周隙を形成するよう保持
し、ホツパーに投入された砂を排出口を経て導管
内に連続的に落下せしめ、砂の落下に随伴してエ
ゼクター作用によつて最上段管の上端開口部及び
各段接続部の開口部より周隙を経て導管内に流入
誘起される下向き水流によつて随勢して砂を降下
させることを特徴とする水中構造物への砂流込方
法において、内部が複数の流降路に区画されて下
方に向つて漸次広くなつた部分を有する誘導フー
ドを前記の最下段導管に連通するように設け、該
最下段導管から降下される砂を、上記各流降路に
夫々分散誘導して誘導フードの各流降路下面が形
成する各開口グリルから夫々ほぼ均等な流量で広
範に降下させるようにしたことを特徴とする水底
への砂流込方法。
1 The lower end of the upper pipe is inserted slightly into the upper end of the lower pipe with a larger diameter, and several stages of conduit are connected so as to form an appropriate gap between the upper pipe and the lower pipe. Hold vertically in the water so that the upper end is slightly below the water surface and the lower end is slightly above the water bottom.
In addition, a conduit is passed through the lower part of the discharge port of the hopper into the upper end of the uppermost pipe to form a gap there, and the sand thrown into the hopper is continuously dropped into the conduit through the discharge port. As the sand falls, it is forced by a downward water flow induced to flow into the conduit through the circumferential gap from the upper end opening of the top pipe and the openings of each stage connection part by the ejector action. In a method for pouring sand into an underwater structure, which is characterized by lowering sand, an induction hood whose interior is divided into a plurality of flow passages and which gradually widens downward is attached to the lowermost conduit. The sand descending from the lowermost conduit is dispersed and guided into each of the above-mentioned downflow channels, and the sand is distributed in a wide area at a substantially uniform flow rate from each opening grill formed by the lower surface of each of the downflow channels of the induction hood. A method for pouring sand into the water bottom, characterized by making the sand descend to the bottom of the water.
JP28258985A 1985-12-16 1985-12-16 Casting of sand into bottom under water Granted JPS62141224A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28258985A JPS62141224A (en) 1985-12-16 1985-12-16 Casting of sand into bottom under water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28258985A JPS62141224A (en) 1985-12-16 1985-12-16 Casting of sand into bottom under water

Publications (2)

Publication Number Publication Date
JPS62141224A JPS62141224A (en) 1987-06-24
JPH0412331B2 true JPH0412331B2 (en) 1992-03-04

Family

ID=17654469

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28258985A Granted JPS62141224A (en) 1985-12-16 1985-12-16 Casting of sand into bottom under water

Country Status (1)

Country Link
JP (1) JPS62141224A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4914662B2 (en) * 2006-07-11 2012-04-11 中国電力株式会社 Whistling equipment

Also Published As

Publication number Publication date
JPS62141224A (en) 1987-06-24

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