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JP4122804B2 - How to lay the bottom of the drainage pipe - Google Patents
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JP4122804B2 - How to lay the bottom of the drainage pipe - Google Patents

How to lay the bottom of the drainage pipe Download PDF

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Publication number
JP4122804B2
JP4122804B2 JP2002068726A JP2002068726A JP4122804B2 JP 4122804 B2 JP4122804 B2 JP 4122804B2 JP 2002068726 A JP2002068726 A JP 2002068726A JP 2002068726 A JP2002068726 A JP 2002068726A JP 4122804 B2 JP4122804 B2 JP 4122804B2
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JP
Japan
Prior art keywords
collecting pipe
water collecting
water
filter medium
laying
Prior art date
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JP2002068726A
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Japanese (ja)
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JP2003268815A (en
Inventor
清 宮
健司 山下
正三 加藤
卓 栗本
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Obayashi Corp
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Obayashi Corp
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Description

【0001】
【発明の属する技術分野】
この発明は、集水管の水底敷設方法に関するものである。
【0002】
【従来の技術】
上水道用の水を河川や湖沼などから取水する場合や、淡水化処理施設に導入する水を海中から取水する際には、水底に貫通孔が設けられた有孔集水管が敷設される。
【0003】
従来、この種の集水管を水底に敷設する方法としては、図5に示すような方法が採用されていた。同図に示した敷設方法は、水底現地盤1を掘削した後に、その掘削箇所に集水管2を設置して、その上部側からトレミー管3を用いて、砕石や砂などの濾過材4を埋め戻していた。
【0004】
しかしながら、このような従来の集水管の水底敷設方法には、以下に説明する技術的な課題があった。
【0005】
【発明が解決しようとする課題】
すなわち、図5に示した敷設方法では、集水管2を埋め戻す際に、濾過材4をトレミー管3から投入すると、濾過材4により集水管2の設置位置が動くという問題があった。
【0006】
また、集水管2を設置した後に、直ちに、濾過材4の埋め戻しをしない場合には、海底,水底,湖底,沼底の土砂の移動により、集水管2の周囲が埋まってしまい、集水管2の周囲は、所定の濾過材4で覆う必要があって、このためには、溜まった土砂を撤去するなどの作業が必要になるので、濾過材4の埋め戻しを早期に行う必要があった。
【0007】
さらに、濾過材4に土砂や砕石などの複数種を用いる場合には、トレミー管3でこれらを投入すると、境界層の近傍でこれらが混じり合い、層厚みの管理が困難になるという問題もあった。
【0008】
本発明は、このような従来の問題点に鑑みてなされたものであって、その目的とするところは、濾過材の埋め戻し作業が不要で、かつ、集水管の位置ズレが発生せず、複数種の濾過材を使用する場合にも、層管理が簡単に行える集水管の水底敷設方法を提供することにある。
【0009】
【課題を解決するための手段】
上記目的を達成するために、本発明は、貫通孔が設けられ、水底に敷設され、海水などの水を内部に取り込むための有孔集水管の敷設方法において、前記集水管は、軸方向に沿って複数に分断された集水管ユニットと、前記集水管ユニットが端部を突出するようにして貫通配置され、上端側から水の取水が可能な枠体と、前記枠体内に充填される濾過材とを備えた集水管ブロックとして予め製作され、複数の前記集水管ブロックを埋め戻すことなく水底現地盤上に、順次隣接設置して、前記集水管ユニットの端部間を連通接続する集水管の水底敷設方法であって、前記枠体は、上端が開口されるか、または、上端側に金網などのネット材が設けられ、これらの上端部分からのみ水の取水が可能に形成した。
このように構成した集水管の水底敷設方法によれば、集水管は、軸方向に沿って複数に分断された集水管ユニットと、集水管ユニットが端部を突出するようにして貫通配置され、上端側から水の取水が可能な枠体と、枠体内に充填される濾過材とを備えた集水管ブロックとして予め製作されるので、集水管ブロックを水底現地盤上に設置した際に、集水管ユニットに位置ズレは、全く発生しない。また、集水管ブロックは、集水管ユニットと、集水管ユニットが端部を突出するようにして貫通配置され、上端側から水の取水が可能な枠体と、枠体内に充填される濾過材とを備えているので、集水管ブロックを水底現地盤上に設置した際に、濾過材を埋め戻す必要がない。さらに、濾過材は、上端側から水の取水が可能な枠体内に充填されるので、複数種の濾過材を使用する場合でも、境界近傍で両者が混ざり合うことを簡単に防止することができ、それぞれの濾過材層の管理も容易に行える。
【0010】
前記濾過材は、粒径の小さい砂などからなる細濾過材と、粒径の大きい砕石などからなる粗濾過材と、粒度調整した砕石などからなり粒径が、前記粗濾過材よりも小さく、前記細濾過材よりも大きい中間濾過材とを有し、前記粗濾過材を前記集水管ユニットの外周に配置するとともに、前記粗濾過材の上部側に前記中間濾過材および細濾過材を、この順に層状に配置することができる。
【0011】
前記集水管ユニットの端部間の連通接続には、端部同士を当接した状態で、外周に一対の半割り状カバーを覆設して、前記カバー同士を緊結すること、または、前記端部の一方に他方の端部内に嵌合可能な異径部を形成しておき、端部同士を嵌合結合させることのいずれかから選択することができる。
【0012】
【発明の実施の形態】
以下、本発明の好適な実施の形態について、添付図面に基づいて詳細に説明する。図1および図2は、本発明にかかる集水管の水底敷設方法の第1実施例を示している。
【0013】
同図に示した実施例は、貫通孔が設けられ、海底,水底,湖底,沼底などの水底に設置され、海水などの水を内部に取り込むための有孔集水管の敷設方法であり、この敷設方法では、図1に示す集水管ブロック10が用いられる。図1に示した集水管ブロック10は、集水管ユニット12と、枠体14と、濾過材16とを備え、全体形状が角筒状に形成されている。集水管ユニット12は、敷設予定長の円形断面の集水管の全長を、その軸方向に沿って所定の長さに分断したものであり、周面に多数の貫通孔が穿設されるとともに、軸方向の両端が開口している。枠体14は、上端側だけが金網などのネット材で構成され、これ以外の面が平板で構成されており、上端側から内部に海水などの水を取り込むことができる角箱状に形成されている。集水管ユニット12は、図2にその詳細を示すように、枠体14の対向する2面からその外方に端部が突出するように、枠体14内に貫通設置されている。なお、集水管ユニット12は、枠体14から外方に突出した部分には、貫通孔が設けられておらず、水を内部に取り込むための貫通孔は、枠体12内に位置する部分にだけ設けられている。
【0014】
濾過材16は、集水管ユニット12内に取り込む水から異物を除去するものであって、本実施例の場合には、粒径の小さい砂からなる細濾過材16aと、粒径の大きい砕石からなる粗濾過材16bと、粒度調整した砕石からなり、粒径が細濾過材16aと粗濾過材16bとの中間に設定された中間濾過材16cとで構成されている。
【0015】
このような濾過材16は、枠体14の底部側に粗濾過材16bを所定厚みになるように充填して、その内部に集水管ユニット12を埋設するとともに、粗濾過材16bの上部側に、中間濾過材16cと細濾過材16aとをこの順に、所定厚みの層状に充填している。
【0016】
各濾過材16は、粒径が異なっているので、単位容積あたりの充填密度が異なっていて、粗濾過材16bの部分が最も密度が小さく、細濾過材16aの部分が大きな充填密度になっている。
【0017】
すなわち、本実施例の場合には、粒度が異なる3種類の濾過材16を使用し、これが集水管ユニット12の外周側において、集水管ユニット12から離間する距離が大きくなると、濾過密度が高くなるような密度勾配を設けている。このような密度勾配の濾過材16を採用すると、濾過機能を長期に亘って維持することができる。なお、枠体14の上端に設けられたネット材の網目は、細濾過材16aが、透過しない目付けになっている。なお、濾過材16は、必ずしも3種類を用いる必要はなく、1種類ないしは2種類を使用してもよい。以上のような構成を備えた集水管ブロック10は、集水管の構築に必要な数量が予め製作され、その後、集水管の敷設現場まで運搬される。集水管の敷設現場では、水底の現地盤18が掘削などにより整地され、その上部に集水管ブロック10が沈設される。
【0018】
集水管ブロック10は、図2に示すように、各集水管ブロック10の集水管ユニット12の端部同士が隣接するように近接設置される。そして、本実施例の場合には、集水管ユニット12の端部間の連通接続には、同図(B)に示す半割り状カバー20が用いられる。
【0019】
半割り状カバー20は、両端が開口した円筒(集水管ユニット12の直径よりも若干大きな内径となっている。)を縦割りにしたものであって、半円状に湾曲した一対の曲板から構成されている。
【0020】
このカバー20を用いて連通接続する際には、隣接設置される一対の集水管ユニット12の端部同士を当接した状態で、外周に一対の半割り状カバー20を覆設して、カバー20同士をボルとナットなどにより緊結することで行われる。
【0021】
そして、所定個数の集水管ブロック10の集水管ユニット12同士を連通接続すると、所望の集水管が水底上に敷設される。なお、水底上に敷設された集水ブロック10の周辺には、例えば、図1に示すように、3種類の濾過材16と同じ材料で埋め戻すことができるが、この埋め戻しは、必ずしも必要としない。
【0022】
さて、以上のように構成した集水管の水底敷設方法によれば、集水管は、軸方向に沿って複数に分断された集水管ユニット12と、集水管ユニット12が端部を突出するようにして貫通配置され、上端側が金網などのネット材で形成された枠体14と、枠体14内に充填される濾過材16とを備えた集水管ブロック10として予め製作されるので、集水管ブロック10を水底現地盤18上に設置した際に、集水管ユニット12に位置ズレは、全く発生しない。また、集水管ブロック10は、集水管ユニット12と、集水管ユニット12が端部を突出するようにして貫通配置され、上端側が金網などのネット材で形成された枠体14と、枠体14内に充填される濾過材16とを備えているので、集水管ブロック10を水底現地盤上に設置した際に、濾過材16を埋め戻す必要がない。さらに、濾過材16は、上端側が金網などのネット材で形成された枠体14内に充填されるので、複数種の濾過材16を使用する場合でも、境界近傍で両者が混ざり合うことを簡単に防止することができ、それぞれの濾過材層の管理も容易に行える。
【0023】
図3は、本発明にかかる集水管の水底敷設方法の第2実施例を示しており、上記実施例と同一もしくは相当する部分には、同一符号を付してその説明を省略するとともに、以下にその特徴点についてのみ説明する。同図に示した実施例では、上記第1実施例と同様に、予め製作される集水管ブロック10が用いられ、集水管ブロック10は、集水管ユニット12と、集水管ユニット12が端部を突出するようにして貫通配置され、上端側が金網などのネット材で形成された枠体14と、枠体14内に充填される濾過材16とを備えている。濾過材16は、粒度が異なる3種類の濾過材16を使用し、これが集水管ユニット12の外周側において、集水管ユニット12から離間する距離が大きくなると、濾過密度が高くなるような密度勾配を設けている。集水管ユニット12の端部には、他方の端部内に嵌合可能な異径部22が形成されている。このような集水管ブロック10を用いて水底上に集水管を敷設する際には、集水管ユニット12の異径部22を、隣接設置される他の集水管ブロック10の集水管ユニット12内に挿入して、端部同士を嵌合結合させることで連通接続が行われる。このように構成した第2実施例の場合には、水中での集水管ユニット12同士の連通接続が、第1実施例の場合よりも簡単に行え、作業能率も向上する。
【0024】
図4は、本発明にかかる集水管の水底敷設方法の第3実施例を示しており、上記実施例と同一もしくは相当する部分には、同一符号を付してその説明を省略するとともに、以下にその特徴点についてのみ説明する。この実施例では、図3に示した第3実施例の異径部22aを以下のように構成している。本実施例の異径部22aは、小径部220aと、この小径部220aが嵌合可能な大径部221とから構成されている。小径部220aは、一方の集水管ブロック10の集水管ユニット12の一端に設けられ、ブロック10の端面から外方に突出している。大径部221aは、連結される他方の集水管ブロック10の集水管ユニット12の一端に内設されていて、この部分は、ブロック10の端面から外方に突出していない。このような異径部22aにより端部同士を嵌合結合させることで、集水管ブロック10同士を連通接続すると、ブロック10間に隙間を設けることなく、密着した状態での設置が可能になる。
【0025】
なお、上記実施例では、集水管ブロック10,10aが角筒状ないしは長方体形状のものを例示したが、本発明の実施は、これに限定されることはなく、例えば、円筒状,多角筒状などの形状であってもよい。
【0026】
【発明の効果】
以上、詳細に説明したように、本発明にかかる集水管の水底敷設方法によれば、濾過材の埋め戻し作業が不要で、かつ、集水管の位置ズレが発生せず、複数種の濾過材を使用する場合にも、層管理が簡単に行える。
【図面の簡単な説明】
【図1】本発明にかかる集水管の水底敷設方法の第1実施例で使用する集水管ブロックの敷設状態の断面説明図である。
【図2】図1に示した集水管ブロックを連通接続する際の説明図である。
【図3】本発明にかかる集水管の水底敷設方法の第2実施例を示す要部説明図である。
【図4】本発明にかかる集水管の水底敷設方法の第3実施例を示す要部説明図である。
【図5】従来の集水管の敷設方法の説明図である。
【符号の説明】
10,10a 集水管ブロック
12,12a 集水管ユニット
14,14a 枠体
16 濾過材
16a 細濾過材
16b 粗濾過材
16c 中間濾過材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for laying a bottom of a water collecting pipe.
[0002]
[Prior art]
When water for water supply is taken from rivers or lakes, or when water to be introduced into a desalination treatment facility is taken from the sea, a perforated water collecting pipe with a through hole at the bottom is laid.
[0003]
Conventionally, a method as shown in FIG. 5 has been adopted as a method of laying this type of water collecting pipe on the bottom of the water. In the laying method shown in the figure, after excavating the bottom bottom panel 1, a water collecting pipe 2 is installed at the excavation site, and a filter medium 4 such as crushed stone or sand is attached from the upper side using the tremy pipe 3. I was backfilling.
[0004]
However, such a conventional method for laying the bottom of a water collecting pipe has the following technical problems.
[0005]
[Problems to be solved by the invention]
That is, in the laying method shown in FIG. 5 , when the filter medium 4 is introduced from the tremy pipe 3 when the water collection pipe 2 is backfilled, the installation position of the water collection pipe 2 is moved by the filter medium 4.
[0006]
Further, if the filter medium 4 is not backfilled immediately after the water collecting pipe 2 is installed, the surroundings of the water collecting pipe 2 are buried due to the movement of the sediment at the sea bottom, water bottom, lake bottom, swamp bottom, and the water collecting pipe. The surroundings of 2 need to be covered with a predetermined filter material 4, and for this purpose, an operation such as removing accumulated sediment is necessary, and therefore, it is necessary to backfill the filter material 4 at an early stage. It was.
[0007]
Further, when a plurality of types such as earth and sand and crushed stones are used for the filter medium 4, if they are introduced through the tremy tube 3, they are mixed in the vicinity of the boundary layer, which makes it difficult to manage the layer thickness. It was.
[0008]
The present invention has been made in view of such conventional problems, and the purpose of the present invention is that the backfilling operation of the filter medium is unnecessary, and no misalignment of the water collecting pipe occurs, Another object of the present invention is to provide a method for laying the bottom of a water collecting pipe that can easily manage layers even when a plurality of types of filter media are used.
[0009]
[Means for Solving the Problems]
In order to achieve the above object, the present invention provides a method for laying a perforated water collecting pipe which is provided with a through hole, is laid on the bottom of a water, and takes in water such as seawater into the inside. A water collecting pipe unit divided into a plurality along the pipe, a frame body in which the water collecting pipe unit is disposed so as to protrude from the end portion, and water can be taken from the upper end side, and a filtration filled in the frame body A water collecting pipe that is manufactured in advance as a water collecting pipe block including a material, and that is installed adjacently on the bottom of the water bottom without backfilling the plurality of water collecting pipe blocks, and communicates between the ends of the water collecting pipe unit. In this method, the upper end of the frame body is opened, or a net material such as a wire net is provided on the upper end side, and water can be taken only from these upper end portions.
According to the water bottom laying method of the water collecting pipe configured as described above, the water collecting pipe is arranged in a penetrating manner such that the water collecting pipe unit is divided into a plurality along the axial direction, and the water collecting pipe unit protrudes from the end. Since it is pre-manufactured as a water collection pipe block with a frame body that can take water from the upper end side and a filter medium filled in the frame body, when the water collection pipe block is installed on the water bottom local board, No misalignment occurs in the water pipe unit. In addition, the water collecting pipe block includes a water collecting pipe unit, a frame body through which the water collecting pipe unit projects so that the end protrudes, a water body capable of taking water from the upper end side, and a filter medium filled in the frame body, Therefore, it is not necessary to refill the filter medium when the collecting pipe block is installed on the water bottom local board. Furthermore, since the filter medium is filled in a frame that can take water from the upper end side, even when multiple types of filter medium are used, they can be easily prevented from mixing in the vicinity of the boundary. In addition, each filter medium layer can be easily managed.
[0010]
The filter medium is composed of a fine filter medium made of sand having a small particle diameter, a coarse filter medium made of crushed stone having a large particle diameter, and a crushed stone adjusted in particle size, and the particle diameter is smaller than the coarse filter medium, An intermediate filter medium larger than the fine filter medium, and the coarse filter medium is disposed on the outer periphery of the water collecting pipe unit, and the intermediate filter medium and the fine filter medium are disposed on the upper side of the coarse filter medium. They can be arranged in layers.
[0011]
For the communication connection between the ends of the water collecting pipe unit, a pair of halved covers are covered on the outer periphery in a state where the ends are in contact with each other, or the covers are fastened together, or the ends One of the parts can be selected from either one having a different diameter part that can be fitted in the other end part and fitting the end parts together.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF EXEMPLARY EMBODIMENTS Hereinafter, preferred embodiments of the invention will be described in detail with reference to the accompanying drawings. 1 and 2 show a first embodiment of a water bottom laying method for a water collecting pipe according to the present invention.
[0013]
The embodiment shown in the figure is a method of laying a perforated water collecting pipe provided with a through hole, installed on the bottom of the seabed, water bottom, lake bottom, swamp bottom, etc., and taking water such as seawater into the inside, In this laying method, the water collecting pipe block 10 shown in FIG. 1 is used. The water collecting pipe block 10 shown in FIG. 1 includes a water collecting pipe unit 12, a frame body 14, and a filter medium 16, and the overall shape is formed in a rectangular tube shape. The water collecting pipe unit 12 is obtained by dividing the entire length of the water collecting pipe having a circular cross section of the planned length of installation into a predetermined length along its axial direction, and a large number of through holes are formed in the peripheral surface. Both ends in the axial direction are open. The frame body 14 is formed of a net material such as a wire mesh only on the upper end side and is formed of a flat plate on the other surface, and is formed in a rectangular box shape that can take in water such as seawater from the upper end side. ing. As shown in detail in FIG. 2, the water collecting pipe unit 12 is installed through the frame body 14 so that the end portion protrudes outward from two opposing surfaces of the frame body 14. The water collecting pipe unit 12 is not provided with a through hole in a portion protruding outward from the frame body 14, and the through hole for taking water into the inside is formed in a portion located in the frame body 12. Only provided.
[0014]
The filter medium 16 removes foreign matters from the water taken into the water collecting pipe unit 12, and in the case of this embodiment, the filter medium 16a is made of fine filter medium 16a made of sand having a small particle diameter and crushed stone having a large particle diameter. The coarse filter medium 16b is composed of a crushed stone whose particle size is adjusted, and the intermediate filter medium 16c has a particle size set between the fine filter medium 16a and the coarse filter medium 16b.
[0015]
Such a filter medium 16 is filled with a coarse filter medium 16b on the bottom side of the frame body 14 so as to have a predetermined thickness, and the water collecting pipe unit 12 is embedded therein, and on the upper side of the coarse filter medium 16b. The intermediate filter material 16c and the fine filter material 16a are filled in this order in a layer shape having a predetermined thickness.
[0016]
Since the filter media 16 have different particle sizes, the packing density per unit volume is different, the portion of the coarse filter media 16b has the smallest density, and the portion of the fine filter media 16a has a high packing density. Yes.
[0017]
That is, in the case of the present embodiment, three types of filter media 16 having different particle sizes are used, and the filtration density increases as the distance away from the water collection pipe unit 12 increases on the outer peripheral side of the water collection pipe unit 12. Such a density gradient is provided. When the filter medium 16 having such a density gradient is employed, the filtration function can be maintained over a long period of time. Note that the mesh of the net material provided at the upper end of the frame body 14 has a basis weight through which the fine filter material 16a does not pass. Note that three types of filter media 16 are not necessarily used, and one or two types may be used. As for the water collecting pipe block 10 provided with the above structures, the quantity required for construction of a water collecting pipe is produced in advance, and then transported to the laying site of the water collecting pipe. At the site where the water collecting pipe is laid, the ground floor 18 is leveled by excavation or the like, and the water collecting pipe block 10 is laid on the top.
[0018]
As shown in FIG. 2, the water collecting pipe block 10 is installed close to each other so that the ends of the water collecting pipe units 12 of the water collecting pipe blocks 10 are adjacent to each other. And in the case of a present Example, the half-shaped cover 20 shown to the same figure (B) is used for the communication connection between the edge parts of the water collecting pipe unit 12. FIG.
[0019]
The half-divided cover 20 is a vertically divided cylinder (both inner diameters slightly larger than the diameter of the water collecting pipe unit 12) open at both ends, and is a pair of curved plates curved in a semicircular shape. It is composed of
[0020]
When communicating using the cover 20, the pair of half-split covers 20 are covered on the outer periphery with the ends of a pair of adjacent water collecting pipe units 12 in contact with each other. This is done by connecting 20 pieces together with a bolt and a nut.
[0021]
Then, when the water collecting pipe units 12 of the predetermined number of water collecting pipe blocks 10 are connected to each other, a desired water collecting pipe is laid on the bottom of the water. In addition, for example, as shown in FIG. 1, the periphery of the water collecting block 10 laid on the bottom of the water can be backfilled with the same material as the three types of filter media 16, but this backfilling is not always necessary. And not.
[0022]
Now, according to the method of laying the bottom of the water collecting pipe configured as described above, the water collecting pipe is divided into a plurality of water collecting pipe units 12 along the axial direction, and the water collecting pipe unit 12 projects from the end. The water collecting pipe block 10 is pre-manufactured as a water collecting pipe block 10 including a frame body 14 having a top end formed of a net material such as a wire mesh and a filter medium 16 filled in the frame body 14. When 10 is installed on the water bottom local board 18, no positional deviation occurs in the water collecting pipe unit 12. The water collecting pipe block 10 includes a water collecting pipe unit 12, a frame body 14 in which the water collecting pipe unit 12 is disposed so as to protrude from the end portion, and an upper end side formed of a net material such as a wire net, and the frame body 14. Since the filter medium 16 filled therein is provided, it is not necessary to backfill the filter medium 16 when the water collecting pipe block 10 is installed on the water bottom local board. Furthermore, since the upper end side of the filter medium 16 is filled in the frame body 14 formed of a net material such as a wire mesh, it is easy to mix the two in the vicinity of the boundary even when a plurality of types of filter medium 16 are used. The filter medium layers can be easily managed.
[0023]
FIG. 3 shows a second embodiment of a method for laying a bottom of a water collecting pipe according to the present invention. The same or corresponding parts as those in the above embodiment are denoted by the same reference numerals and the description thereof is omitted. Only the feature points will be described. In the embodiment shown in the figure, a pre-manufactured water collecting pipe block 10 is used as in the first embodiment. The water collecting pipe block 10 has a water collecting pipe unit 12 and an end portion of the water collecting pipe unit 12. A frame body 14 is provided so as to project so as to protrude, and the upper end side is formed of a net material such as a wire mesh, and a filter medium 16 filled in the frame body 14 is provided. As the filter medium 16, three types of filter media 16 having different particle sizes are used, and on the outer peripheral side of the water collection pipe unit 12, a density gradient that increases the filtration density as the distance away from the water collection pipe unit 12 increases. Provided. An end portion of the water collecting pipe unit 12 is formed with a different diameter portion 22 that can be fitted into the other end portion. When laying a water collection pipe on the bottom of the water using such a water collection pipe block 10, the different diameter portion 22 of the water collection pipe unit 12 is placed in the water collection pipe unit 12 of another water collection pipe block 10 installed adjacent thereto. The connection is established by inserting and fitting the ends together. In the case of the second embodiment configured as described above, communication connection between the water collecting pipe units 12 in water can be performed more easily than in the case of the first embodiment, and the work efficiency is improved.
[0024]
FIG. 4 shows a third embodiment of the method for laying a bottom of a water collecting pipe according to the present invention. The same or corresponding parts as those in the above embodiment are designated by the same reference numerals and the description thereof is omitted. Only the feature points will be described. In this embodiment, the different diameter portion 22a of the third embodiment shown in FIG. 3 is configured as follows. The different diameter portion 22a of the present embodiment includes a small diameter portion 220a and a large diameter portion 221 to which the small diameter portion 220a can be fitted. The small-diameter portion 220 a is provided at one end of the water collecting pipe unit 12 of one water collecting pipe block 10 and protrudes outward from the end surface of the block 10. The large diameter portion 221 a is provided at one end of the water collecting pipe unit 12 of the other water collecting pipe block 10 to be connected, and this portion does not protrude outward from the end face of the block 10. By fitting and connecting the end portions with such different-diameter portions 22a, the water collecting pipe blocks 10 can be connected to each other without being provided with a gap between the blocks 10 .
[0025]
In the above-described embodiment , the water collecting pipe blocks 10 and 10a are illustrated in the shape of a rectangular tube or a rectangular parallelepiped. However, the embodiment of the present invention is not limited to this. It may be a cylindrical shape.
[0026]
【The invention's effect】
As described above in detail, according to the method for laying a bottom of a water collecting pipe according to the present invention, a backfilling operation of the filtering material is unnecessary, and no misalignment of the water collecting pipe occurs, and a plurality of types of filtering materials are used. Even when using, layer management can be performed easily.
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a cross-sectional explanatory view of a collecting pipe block used in a first embodiment of a method for laying a bottom of a collecting pipe according to the present invention.
FIG. 2 is an explanatory diagram when the water collection pipe block shown in FIG. 1 is connected in communication.
FIG. 3 is a main part explanatory view showing a second embodiment of the method of laying the bottom of the water collecting pipe according to the present invention.
FIG. 4 is a main part explanatory view showing a third embodiment of a method for laying a bottom of a water collecting pipe according to the present invention.
FIG. 5 is an explanatory diagram of a conventional method for laying a water collecting pipe.
[Explanation of symbols]
10, 10a Water collecting pipe block 12, 12a Water collecting pipe unit 14, 14a Frame 16 Filter medium 16a Fine filter medium 16b Coarse filter medium 16c Intermediate filter medium

Claims (3)

貫通孔が設けられ、水底に敷設され、海水などの水を内部に取り込むための有孔集水管の敷設方法において、
前記集水管は、軸方向に沿って複数に分断された集水管ユニットと、前記集水管ユニットが端部を突出するようにして貫通配置され、上端側から水の取水が可能な枠体と、前記枠体内に充填される濾過材とを備えた集水管ブロックとして予め製作され、
複数の前記集水管ブロックを埋め戻すことなく水底現地盤上に、順次隣接設置して、前記集水管ユニットの端部間を連通接続する集水管の水底敷設方法であって、
前記枠体は、上端が開口されるか、または、上端側に金網などのネット材が設けられ、これらの上端部分からのみ水の取水が可能に形成されることを特徴とする集水管の水底敷設方法。
In the method of laying a perforated water collecting pipe provided with a through hole, laid on the bottom of the water, and taking in water such as seawater,
The water collecting pipe is divided into a plurality of water collecting pipe units along the axial direction, a frame body that is arranged to penetrate the water collecting pipe unit so that the end protrudes, and is capable of taking water from the upper end side; Produced in advance as a water collecting pipe block with a filter medium filled in the frame body,
A method of laying a water bottom of a water collecting pipe, which is sequentially installed on a water bottom local board without backfilling a plurality of the water collecting pipe blocks, and communicates between ends of the water collecting pipe unit,
The frame body is open at the upper end or provided with a net material such as a wire mesh on the upper end side, and is formed so as to be able to take water only from these upper end portions. Laying method.
前記濾過材は、粒径の小さい砂などからなる細濾過材と、粒径の大きい砕石などからなる粗濾過材と、粒度調整した砕石などからなり粒径が、前記粗濾過材よりも小さく、前記細濾過材よりも大きい中間濾過材とを有し、前記粗濾過材を前記集水管ユニットの外周に配置するとともに、前記粗濾過材の上部側に前記中間濾過材および細濾過材を、この順に層状に配置することを特徴とする請求項1記載の集水管の水底敷設方法。The filter medium is composed of a fine filter medium made of sand having a small particle diameter, a coarse filter medium made of crushed stone having a large particle diameter, and a crushed stone adjusted in particle size, and the particle diameter is smaller than the coarse filter medium, An intermediate filter medium larger than the fine filter medium, and the coarse filter medium is disposed on the outer periphery of the water collecting pipe unit, and the intermediate filter medium and the fine filter medium are disposed on the upper side of the coarse filter medium. The water bottom laying method for a water collecting pipe according to claim 1, wherein the water bottom pipe is laid out in layers. 前記集水管ユニットの端部間の連通接続には、端部同士を当接した状態で、外周に一対の半割り状カバーを覆設して、前記カバー同士を緊結すること、または、前記端部の一方に他方の端部内に嵌合可能な異径部を形成しておき、端部同士を嵌合結合させることのいずれかから選択することを特徴とする請求項1または2項記載の集水管の水底敷設方法。For the communication connection between the ends of the water collecting pipe unit, a pair of halved covers are covered on the outer periphery in a state where the ends are in contact with each other, or the covers are fastened together, or the ends 3. The method according to claim 1, wherein a different diameter portion that can be fitted in the other end portion is formed in one of the portions, and the end portions are selected from fitting and coupling. How to lay the bottom of the drainage pipe.
JP2002068726A 2002-03-13 2002-03-13 How to lay the bottom of the drainage pipe Expired - Fee Related JP4122804B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195132A (en) * 2013-03-25 2013-07-10 四川大学 Buried seepage water collection device

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KR100690396B1 (en) 2006-11-06 2007-03-12 주식회사 도화종합기술공사 Peripheral filter installation method of perforated pipe of groundwater collecting well using flexible pressure pipe
JP2008144525A (en) * 2006-12-12 2008-06-26 Ohbayashi Corp Seawater infiltration intake system and seawater infiltration intake method
JP4858142B2 (en) * 2006-12-12 2012-01-18 株式会社大林組 Seawater purification system and seawater purification method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195132A (en) * 2013-03-25 2013-07-10 四川大学 Buried seepage water collection device

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