JP2764323B2 - Continuous laying equipment for drainage material - Google Patents

Continuous laying equipment for drainage material

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Publication number
JP2764323B2
JP2764323B2 JP1299559A JP29955989A JP2764323B2 JP 2764323 B2 JP2764323 B2 JP 2764323B2 JP 1299559 A JP1299559 A JP 1299559A JP 29955989 A JP29955989 A JP 29955989A JP 2764323 B2 JP2764323 B2 JP 2764323B2
Authority
JP
Japan
Prior art keywords
drainage
laying
water
drainage material
materials
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 - Lifetime
Application number
JP1299559A
Other languages
Japanese (ja)
Other versions
JPH03161611A (en
Inventor
栄二郎 村松
芳伸 辻
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co 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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP1299559A priority Critical patent/JP2764323B2/en
Publication of JPH03161611A publication Critical patent/JPH03161611A/en
Application granted granted Critical
Publication of JP2764323B2 publication Critical patent/JP2764323B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、サンドパイル等の垂直ドレーン材を施工し
た海底や湖底等の水底地盤上に排水材を連続的に敷設す
る装置に関するものである。
Description: TECHNICAL FIELD The present invention relates to an apparatus for continuously laying a drainage material on a seabed or a lakebed or the like on which a vertical drain material such as a sandpile is constructed. .

[従来の技術] 従来、この種の排水材の敷設方法として、直進移動す
る敷設船から水底面上に帯状の排水材を連続して敷き並
べると共に、該排水材上に砕石等のウエイト材料を投下
して排水材を安定して敷設する方法が開発されている。
[Prior Art] Conventionally, as a method of laying this kind of drainage material, a strip-shaped drainage material is continuously laid on a water bottom from a laying boat moving straight, and a weight material such as crushed stone is placed on the drainage material. A method for stably laying drainage by dropping has been developed.

一方、本発明者等は、凹凸を交互に連続して形成した
帯状の排水基材と、該排水基材を包囲すると共に排水基
材の両端側に延設されたフィルター材により構成され、
隣り合うフィルター材の延設部を相互に多少重ね合わせ
た状態で複数の排水材を並設することにより、高価な排
水基材の使用量を出来るだけ抑えて経済性を図ると共
に、水底地盤の全面に亙って均等な排水効果を期待する
ことの出来る排水材を開発した。
On the other hand, the present inventors are constituted by a band-shaped drainage base material formed by alternately forming irregularities continuously, and a filter material surrounding the drainage base material and extending to both ends of the drainage base material,
By arranging a plurality of drainage materials side by side with the extending portions of adjacent filter materials being slightly overlapped with each other, the amount of expensive drainage material used can be minimized and economical efficiency can be improved. We developed a drainage material that can be expected to have a uniform drainage effect over the entire surface.

[発明が解決しようとする課題] しかしながら、上記従来の敷設方法では上記開発に係
る排水材を同時に複数条平行に並べて敷設することが不
可能であった。
[Problems to be Solved by the Invention] However, with the above-described conventional laying method, it was impossible to lay the drainage material according to the development at the same time in a plurality of parallel lines.

本発明は、上記従来の問題点を解決するためになされ
たもので、その目的とするところは、隣り合うフィルタ
ー材の延設部を相互に多少重ね合わせた状態で複数の排
水材を並設することができる排水材の水底連続敷設方法
および装置を提供することにある。
The present invention has been made in order to solve the above-mentioned conventional problems, and an object of the present invention is to provide a plurality of drainage materials in a state where the extending portions of adjacent filter materials are slightly overlapped with each other. It is an object of the present invention to provide a method and an apparatus for continuously laying a drainage material on a water bottom.

[課題を解決するための手段] 本発明の排水材の水底連続敷設装置は、水上を直進す
る敷設船と、進行方向に相互にずらせた状態で敷設船上
に配置された複数の巻取ドラムと、該巻取ドラムに巻回
されていて引き出される帯状の各排水材を水底に各々誘
導案内し進行方向に相互にずらせて配置されたケーシン
グから構成されていることを特徴とし、さらに、上記ケ
ーシングの後側にウエイト部材投下用のシュータを沿設
したことを特徴とするものである。
[Means for Solving the Problems] A continuous bottom laying apparatus for drainage material according to the present invention includes a laying boat that goes straight on the water, and a plurality of winding drums that are arranged on the laying boat so as to be shifted from each other in the traveling direction. A casing disposed in such a manner that each of the belt-shaped drainage materials wound around the winding drum and drawn out is guided and guided to the bottom of the water, and is shifted from each other in the traveling direction. A shooter for dropping a weight member is provided along the rear side of the vehicle.

[実施例] 以下、本発明の一実施例について図面を参照しながら
説明する。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

第1図および第3図において、1は敷設船としてのパ
ージであって、その上に架台2が回転および摺動自在に
搭載されている。該架台2上には2個の巻取りドラム3,
3′が設置されており、これに帯状の排水材D,D′が各々
巻回されている。
1 and 3, reference numeral 1 denotes a purge as a laying ship, on which a gantry 2 is rotatably and slidably mounted. On the base 2, two winding drums 3,
3 'is installed, around which strip-shaped drainage materials D and D' are wound respectively.

上記排水材D,D′は、第3図に示すように、排水基材
4とフィルター材5により構成されている。
As shown in FIG. 3, the drainage materials D and D ′ are composed of a drainage base material 4 and a filter material 5.

該排水基材4には、截頭円錐形の凹凸部4aが交互に連
続して成型されており、あらゆる方向に自由に通水可能
の空間が両側面に形成されると共に、全体として可撓性
を有するようになっている。尚、上記凹凸部4aの形状は
これに限定するものではなく、自由な通水空間を形成す
るものであればいずれでもよい。また、構造強度を損な
わない範囲で、この凹凸部4aの頂面等に透穴を穿設して
もよい。
The drainage base material 4 is formed with a frusto-conical concavo-convex portion 4a alternately and continuously formed, so that spaces capable of freely passing water in all directions are formed on both side surfaces, and the whole is flexible. It has a characteristic. The shape of the uneven portion 4a is not limited to this, and any shape may be used as long as it forms a free water passage space. Further, a through hole may be formed in the top surface or the like of the uneven portion 4a as long as the structural strength is not impaired.

上記排水基材4の材料としては、硬質塩化ビニール、
ポリスチレン、ポリエチレン、ポリプロピレン、ナイロ
ン、ポリエステル、ABS等の硬質の熱可塑性合成樹脂等
が考えられるが、これに限定するものではない。
The material of the drainage substrate 4 is hard vinyl chloride,
Rigid thermoplastic synthetic resins such as polystyrene, polyethylene, polypropylene, nylon, polyester, and ABS are conceivable, but are not limited thereto.

上記フィルター材4は、繊維糸を織布、編布または不
織布のいずれか単独或いは組み合わせて構成する。繊維
糸としては、例えば綿、麻、羊毛等の天然繊維、金属、
ガラス、炭素系等の無機繊維、セルロース、タンパク質
系等の再成繊維、ポリアミド、ポリエステル、ポリオレ
フィン、ポリウレタン、ポリスチレン、ポリ塩化ビニ
ル、ポリ塩化ビニリデン、ポリアクリル、ポリビニルア
ルコール系等の合成繊維等を単独或いは組み合わせて使
用する。また、上記織布としては例えば平織、綾織、朱
子織或いは特殊織等があり、編布としては横編、丸編、
経編或いは特殊編等があり、不織布としてはスパンホン
ド方式、ニードルパンチ方式或いは抄紙方式等がある。
また、上記フィルター材5は、界面活性剤により処理し
て親水性を付与して、濾過機能に富んだものとする。界
面活性剤としては、例えば高級脂肪酸アルカリ塩類、第
4級アンモニウム塩類、ポリエチレングリコールアルキ
ルエーテル、高級アミンハロゲン酸塩、アルキルスルホ
ン酸塩或いはスルホコハク酸エステル塩等を使用する。
The filter material 4 is configured by using a fiber yarn alone or in combination with any of woven fabric, knitted fabric and nonwoven fabric. As the fiber yarn, for example, natural fibers such as cotton, hemp, wool, metal,
Glass, carbon-based inorganic fiber, cellulose, protein-based regenerated fiber, polyamide, polyester, polyolefin, polyurethane, polystyrene, polyvinyl chloride, polyvinylidene chloride, polyacryl, polyvinyl alcohol-based synthetic fiber, etc. alone Or use them in combination. The woven fabric includes, for example, plain weave, twill weave, satin weave, and special weave.
There are warp knitting or special knitting, and as the nonwoven fabric, there are a spunbond method, a needle punch method, a papermaking method, and the like.
Further, the filter material 5 is treated with a surfactant to impart hydrophilicity, and has a high filtering function. As the surfactant, for example, an alkali salt of a higher fatty acid, a quaternary ammonium salt, a polyethylene glycol alkyl ether, a higher amine halide, an alkyl sulfonate or a sulfosuccinate ester salt is used.

上記排水基材4は上記フィルター材5により包囲され
ていると共に、該フィルター材5は排水基材4の両端側
に延設された延設部5aを有する。尚、フィルター材5は
延設部5aの基部5a′を縫い合わせるか、接着剤等により
接合させておくとよい。この場合、延設部5aから排水基
材4への通水を妨げないようにする。
The drainage substrate 4 is surrounded by the filter member 5, and the filter member 5 has extending portions 5 a extending on both ends of the drainage member 4. The filter material 5 may be stitched at the base 5a 'of the extension 5a or joined with an adhesive or the like. In this case, the flow of water from the extension portion 5a to the drainage base material 4 is not prevented.

再び第1図および第2図において、上記巻取りドラム
3より巻取りドラム3′がバージ1の進行方向(矢印
A)の後方にずれた状態で位置し、これらのドラム3,
3′から繰り出された上記排水材D,D′のフィルター材5
の延設部5a同士が相互に多少重なり合うようになってい
る。
Referring again to FIGS. 1 and 2, the winding drum 3 'is positioned with the winding drum 3 shifted rearward in the direction of movement of the barge 1 (arrow A).
Filter material 5 of drainage material D, D 'drawn out from 3'
Are slightly overlapped with each other.

これらの排水材D,D′は、各々上下1対のローラ6,6′
により挟まれながら巻取りドラム3,3′から繰り出され
るようになっている。
These drainage materials D, D 'are respectively a pair of upper and lower rollers 6, 6'.
And is fed out from the winding drums 3, 3 'while being sandwiched between the rollers.

上記バージ1の後部にはケーシング7,7′が水中に向
けて垂設されていて、その中に上記ローラ6,6′から送
り出されてくる排水材D,D′を各々挿通せしめ、下方の
水底(海底)にまで誘導案内するようになっている。こ
れらのケーシング7,7′も前後方向にずれて位置してい
る。
At the rear of the barge 1, casings 7, 7 'are suspended toward the water, and drainage materials D, D' sent out from the rollers 6, 6 'are inserted into the casings 7, 7', respectively. Guidance is provided to the water floor (sea floor). These casings 7, 7 'are also shifted in the front-rear direction.

上記ケーシング7,7′は各々2重筒状に構成されてい
て、上下方向に伸縮自在に調整でき、その下端部を常に
水底面から一定の距離(例えば50cm)に保つことができ
るようになっている。このケーシング7,7′の下端を水
底面から一定位置に維持する方法としては、水位(潮
位)や水底地盤面等の高低変化に応じてバージ1からの
水深を水圧センサ(図示せず)等により検知し、ケーシ
ング7,7′の伸縮を自動調整するか、或いはケーシング
7,7′の下端部に接地輪(図示せず)を取り付けておい
て、該接地輪が常に水底面に転接するように弾性的に付
勢しておいてもよい。
Each of the casings 7, 7 'is formed in a double cylindrical shape, and can be adjusted so as to be able to expand and contract in the vertical direction, so that the lower end thereof can always be kept at a fixed distance (for example, 50 cm) from the water bottom. ing. As a method of maintaining the lower ends of the casings 7, 7 'at a fixed position from the water bottom, a water pressure (not shown) such as a water level (tide level) or the depth of water from the barge 1 in accordance with a height change of the water bottom ground surface or the like is used. To automatically adjust the expansion and contraction of the casing 7, 7 '
A grounding wheel (not shown) may be attached to the lower end of each of 7, 7 ', and may be elastically biased so that the grounding wheel is always in contact with the water surface.

上記ケーシング7,7′の下端部から繰り出された排水
材D,D′は、図示のようにその端部すなわちフィルター
材5aの端が相互に重なり合った状態で水底面上に敷設さ
れる。(第4図参照) 上記ケーシング7,7′の背部にはシュータ8,8′が各々
沿設されていて、その下端部が上記ケーシング7,7′の
下端部の上下動に伴って上下動できるように、途中が伸
縮自在なフレキシブル構造となっている。
The drainage materials D, D 'which are fed out from the lower ends of the casings 7, 7' are laid on the water bottom with their ends, that is, the ends of the filter material 5a overlapping each other as shown in the figure. (See FIG. 4) Shooters 8, 8 'are respectively provided along the backs of the casings 7, 7', and the lower ends thereof move up and down with the vertical movement of the lower ends of the casings 7, 7 '. It has a flexible structure that can expand and contract in the middle so that it can be performed.

上記シュータ8,8′の上端部には投入ホッパー9,9′が
配置されていて、ベルトコンベヤ10,10′を介して供給
ホッパ11から送られてくる砕石Gを上記シュータ8,8′
内に投入するようになっている。
At the upper end of the shooters 8, 8 ', charging hoppers 9, 9' are arranged, and the crushed stones G sent from the supply hopper 11 via the belt conveyors 10, 10 'are fed to the shooters 8, 8'.
It is designed to be put in.

次に、上記敷設装置により排水材D,D′を所定の水底
に敷設する方法について説明する。
Next, a method of laying drainage materials D and D 'on a predetermined water bottom by the laying device will be described.

まず、排水材D,D′を巻取りドラム3,3′にセットし
て、その繰り出し部分をローラ6,6′に挟設し、さらに
ケーシング7,7′内に挿設して、その先端部をケーシン
グ7,7′の下端部から引き出しておくと共に、供給ホッ
パ11に砕石Gを積んで、作業準備を完了する。
First, the drainage materials D, D 'are set on the take-up drums 3, 3', the unreeling portions are sandwiched between the rollers 6, 6 ', and further inserted into the casings 7, 7'. The parts are pulled out from the lower ends of the casings 7, 7 'and the crushed stones G are loaded on the supply hopper 11 to complete the work preparation.

次に、バージ1を運航させながらケーシング7,7′の
下端部から排水材D,D′を繰り出して水底面上にフィル
ター材5aの端部をオーバーラップさせた状態で敷設す
る。
Next, drainage materials D, D 'are drawn out from the lower ends of the casings 7, 7' while operating the barge 1, and are laid on the water bottom surface with the ends of the filter materials 5a overlapping.

一方、供給ホッパ11から排出される砕石Gはベルトコ
ンベヤ10,10′により後方に送られて、投入ホッパ9,9′
からシュータ8,8′内に投入され、その下端口から上記
敷設直後の排水材D,D′上に放出され、該排水材D,D′を
水底面上に安定して押さえ付ける。尚、シュータ8,8′
の下端部に開閉蓋(図示せず)を設け、間欠的に開閉す
るようにしておけば、砕石Gが排水材D,D′上に間隔を
置いて投下される。また、砕石Gに限らず砂利、砂、鋼
滓等のようなウエイト材料であればいずれでもよい。
On the other hand, the crushed stones G discharged from the supply hopper 11 are sent backward by the belt conveyors 10, 10 ', and are put into the input hoppers 9, 9'.
From the lower end, and is discharged from the lower end of the drainage material D, D 'immediately after the laying, and stably presses the drainage material D, D' on the water bottom surface. Shooter 8, 8 '
If an opening / closing lid (not shown) is provided at the lower end of the slab, and it is opened and closed intermittently, the crushed stone G is dropped onto the drainage materials D and D 'at intervals. Further, the material is not limited to the crushed stone G and may be any weight material such as gravel, sand, steel slag, and the like.

以上のように、本発明の敷設装置によれば、比較的高
価な排水基材4は間隔をあけて配置されているものの、
フィルター材5により水底面は全面に亙って覆われてい
るので、フィルター材5の延設部5aにより吸収された水
は排水基材1方向に移動して排水されるので、ムラなく
排水することができ、不等沈下を生ずる恐れはない。
As described above, according to the laying device of the present invention, although the relatively expensive drainage bases 4 are arranged at intervals,
Since the bottom surface of the water is entirely covered with the filter material 5, the water absorbed by the extending portion 5a of the filter material 5 moves toward the drainage base material 1 and is drained, so that the water is uniformly drained. And there is no danger of uneven settlement.

第5図は排水基材4の周囲に比較的腰の強い補助フィ
ルター材5′を包囲させた別の実施例を示すもので、上
記フィルター材5が柔らかくて排水基材4の通水空間内
を塞ぐ恐れのある場合に効果的である。
FIG. 5 shows another embodiment in which an auxiliary filter material 5 ′ having a relatively strong stiffness is surrounded around the drainage base material 4. It is effective when there is a risk of blocking.

第6図は排水基材4を2条間隔をあけて並べた状態で
フィルター材5で被覆した更に別の実施例を示すもので
ある。この場合、排水材の幅が広くなるものの、敷設作
業効率が向上する。尚、上記排水基材4は2条に限定す
るものではなく、複数条並べたものであってもよい。
FIG. 6 shows still another embodiment in which the drainage substrates 4 are covered with a filter material 5 in a state where they are arranged at two intervals. In this case, although the width of the drainage material is increased, the laying work efficiency is improved. In addition, the said drainage base material 4 is not limited to two lines, but may be a plurality of lines.

[発明の効果] 1)隣り合う排水材の縁部を相互に多少重ね合わせた状
態で複数の排水材を並設することにより、高価な排水基
材の使用量を出来るだけ抑えて経済性を図ると共に、水
底地盤の全面に亙って均等な排水効果を期待することが
出来る。
[Effects of the Invention] 1) By arranging a plurality of drainage materials in a state where the edges of adjacent drainage materials are slightly overlapped with each other, the amount of expensive drainage base material used can be suppressed as much as possible to reduce the cost. At the same time, a uniform drainage effect can be expected over the entire surface of the underwater ground.

2)敷設作業が確実かつ能率よくできる。2) Laying work can be performed reliably and efficiently.

3)敷設した排水材の上にウエイト部材を投下すること
により、排水材を安定して敷設することができる。
3) By dropping the weight member on the laid drainage material, the drainage material can be stably laid.

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

第1図は本発明の排水材の連続敷設装置の一実施例を示
す斜視図、第2図はその要部の平面図、第3図は排水材
の構造説明図、第4図は敷設状態を示す断面図、第5図
および第6図は排水材の各々別の実施例を示す断面図で
ある。 1……バージ、2……架台、3,3′……巻取りドラム、
4……排水基材、4a……凹凸部、5……フィルター材、
5a……延設部、5a′……基部、5′……補助フィルター
材、6,6′……ローラ、7,7′……ケーシング、8,8′…
…シュータ、9,9′……投入ホッパ、10,10′……ベルト
コンベヤ、11……供給ホッパ、A……バージの進行方
向、D,D′……排水材、G……砕石。
FIG. 1 is a perspective view showing an embodiment of the continuous drainage material laying apparatus of the present invention, FIG. 2 is a plan view of a main part thereof, FIG. 3 is a structural explanatory view of the drainage material, and FIG. 5 and 6 are cross-sectional views showing different embodiments of the drainage material. 1 ... barge, 2 ... stand, 3, 3 '... winding drum,
4 ... drainage substrate, 4a ... irregularities, 5 ... filter material,
5a ... extension part, 5a '... base part, 5' ... auxiliary filter material, 6, 6 '... roller, 7, 7' ... casing, 8, 8 '...
... Shooter, 9,9 '... Injection hopper, 10,10' ... Belt conveyor, 11 ... Supply hopper, A ... Barge traveling direction, D, D '... Drainage material, G ... Crushed stone.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】水上を直進する敷設船と、進行方向に相互
にずらせた状態で敷設船上に配置された複数の巻取ドラ
ムと、該巻取ドラムに巻回されていて引き出される帯状
の各排水材を水底に各々誘導案内し進行方向に相互にず
らせて配置されたケーシングから構成されていることを
特徴とする排水材の水底連続布設装置。
1. A laying ship that goes straight on the water, a plurality of winding drums arranged on the laying ship in a state of being shifted from each other in the traveling direction, and belt-like windings wound around the winding drum and drawn out. An apparatus for continuously laying a drainage material on a water bottom, comprising: a casing that guides and guides the drainage material to a water bottom, and is arranged so as to be shifted from each other in a traveling direction.
【請求項2】上記ケーシングの後側にウエイト部材投下
用のシュータを沿設したことを特徴とする請求項1に記
載の排水材の水底連続布設装置。
2. The apparatus for continuously laying a drainage material on a water bottom according to claim 1, wherein a shooter for dropping a weight member is provided along the rear side of the casing.
JP1299559A 1989-11-20 1989-11-20 Continuous laying equipment for drainage material Expired - Lifetime JP2764323B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1299559A JP2764323B2 (en) 1989-11-20 1989-11-20 Continuous laying equipment for drainage material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1299559A JP2764323B2 (en) 1989-11-20 1989-11-20 Continuous laying equipment for drainage material

Publications (2)

Publication Number Publication Date
JPH03161611A JPH03161611A (en) 1991-07-11
JP2764323B2 true JP2764323B2 (en) 1998-06-11

Family

ID=17874194

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1299559A Expired - Lifetime JP2764323B2 (en) 1989-11-20 1989-11-20 Continuous laying equipment for drainage material

Country Status (1)

Country Link
JP (1) JP2764323B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020191287A1 (en) * 2019-03-21 2020-09-24 Cashman Dredging And Marine Contracting, Co., Llc Spreader for sediment capping system and method

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03108026U (en) * 1990-02-22 1991-11-07
JP3605163B2 (en) * 1994-12-16 2004-12-22 東急建設株式会社 Method of laying horizontal drain material and laying work boat
US5775836A (en) * 1996-03-05 1998-07-07 Dean, Jr.; Americo Capping device for uniform capping of subaquatic sediments

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62233322A (en) * 1986-04-03 1987-10-13 Tokyu Constr Co Ltd Method for continuous laying of plate drain on bottom under water
JP2578632B2 (en) * 1988-02-16 1997-02-05 日本バイリーン株式会社 Plane drainage for civil engineering

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020191287A1 (en) * 2019-03-21 2020-09-24 Cashman Dredging And Marine Contracting, Co., Llc Spreader for sediment capping system and method
US10900192B2 (en) 2019-03-21 2021-01-26 Cashman Dredging And Marine Contracting, Co., Llc Spreader for sediment capping system and method
US11332907B2 (en) 2019-03-21 2022-05-17 Cashman Dredging And Marine Contracting, Co., Llc Spreader for sediment capping system and method
US11725360B2 (en) 2019-03-21 2023-08-15 Cashman Dredging And Marine Contracting, Co., Llc Spreader for sediment capping system and method

Also Published As

Publication number Publication date
JPH03161611A (en) 1991-07-11

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