JP2003268815A - Method for laying collecting pipe on bottom of water - Google Patents

Method for laying collecting pipe on bottom of water

Info

Publication number
JP2003268815A
JP2003268815A JP2002068726A JP2002068726A JP2003268815A JP 2003268815 A JP2003268815 A JP 2003268815A JP 2002068726 A JP2002068726 A JP 2002068726A JP 2002068726 A JP2002068726 A JP 2002068726A JP 2003268815 A JP2003268815 A JP 2003268815A
Authority
JP
Japan
Prior art keywords
water
filter medium
collecting pipe
water collecting
collection pipe
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.)
Granted
Application number
JP2002068726A
Other languages
Japanese (ja)
Other versions
JP4122804B2 (en
Inventor
Kiyoshi Miya
清 宮
Kenji Yamashita
健司 山下
Shozo Kato
正三 加藤
Taku Kurimoto
卓 栗本
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP2002068726A priority Critical patent/JP4122804B2/en
Publication of JP2003268815A publication Critical patent/JP2003268815A/en
Application granted granted Critical
Publication of JP4122804B2 publication Critical patent/JP4122804B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Sewage (AREA)
  • Filtration Of Liquid (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To eliminate the need for the back-filling works of a filter medium, and to prevent the positional displacement of a collecting pipe. <P>SOLUTION: In the laying method, a collecting-pipe block 10 is used. The block 10 has a collecting-pipe unit 12, a frame body 14 and the filter medium 16, and the whole shape is formed in a rectangular shape. The unit 12 is penetrated and installed into the frame body 14 so that an end section is projected to the outside from the two opposed surfaces of the frame body 14. The filter medium 16 is used for removing a foreign substance from water taken into the unit 12, and has a fine filter medium 16a, a coarse filter medium 16b and an intermediate filter medium 16c. In the collecting-pipes 10, numbers required for constructing collecting pipes are manufactured previously, and the blocks 10 are immersed on the natural ground 18 of the bottom of the water. The units 12 of the blocks 10 are mounted adjacently so that end sections are adjoined mutually in this case, and sections among the end sections of the units 12 are connected to communicate with each other. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for laying a water bottom of a water collecting pipe.

【0002】[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。
2. Description of the Related Art When water for waterworks is taken from rivers, lakes or marshes, or when water to be introduced into a desalination plant is taken from the sea, a perforated water collecting pipe with a through hole at the bottom is used. Is laid.

【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6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。
Conventionally, a method as shown in FIG. 6 has been adopted as a method for laying this kind of water collecting pipe on the water bottom.
In the laying method shown in the figure, after excavating the water bottom site board 1, the water collection pipe 2 is installed at the excavation site, and the tremie pipe 3 is used from the upper side to filter the crushed stone, sand, etc. I was backfilling.

【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。
However, such a conventional water bottom laying method for the water collecting pipe has the following technical problems.

【0005】[0005]

【発明が解決しようとする課題】すなわち、図6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。
That is, in the laying method shown in FIG. 6, when the filter medium 4 is fed from the tremie pipe 3 when the water collection pipe 2 is backfilled, the water collection pipe 2 is made by the filter medium 4.
There was a problem that the installation position of moved.

【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。
Immediately after installing the water collecting pipe 2,
When the backfilling of the filter medium 4 is not carried out, the circumference | surroundings of the water collection pipe 2 will be buried by movement of the sediment of the seabed, the water bottom, the lake bottom, and the swamp bottom, and the circumference | surroundings of the water collection pipe 2 will be covered with the predetermined filter medium 4. This is necessary, and for this purpose, it is necessary to perform work such as removing the accumulated soil and sand, so it was necessary to refill the filter medium 4 at an early stage.

【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。
Further, when a plurality of types of earth and sand or crushed stone are used as the filter medium 4, if these are put into the tremie tube 3, they will be mixed in the vicinity of the boundary layer, making it difficult to control the layer thickness. There was also a problem.

【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。
The present invention has been made in view of such conventional problems, and an object of the present invention is to eliminate the need for backfilling the filter medium and to cause the displacement of the water collecting pipe. It is an object of the present invention to provide a method of laying a water bottom of a water collecting pipe that allows easy layer management even when a plurality of types of filter media are used.

【0009】[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ようにした。
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。
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 thereof. The water collecting pipe includes a water collecting pipe unit that is divided into a plurality of parts along the axial direction, and a frame body in which the water collecting pipe unit is arranged so as to project through the end portion and water can be taken in from the upper end side. , A pre-fabricated water collecting pipe block including a filter medium filled in the frame body, and a plurality of the water collecting pipe blocks are sequentially installed adjacent to each other on the bottom floor of the water bottom, and the end portions of the water collecting pipe unit are connected to each other. I tried to make a communication connection.
According to the water bottom laying method of the water collecting pipe configured in this manner, the water collecting pipe, the water collecting pipe unit divided into a plurality along the axial direction, the water collecting pipe unit is arranged so as to penetrate through so that the end portion projects, Since it is prefabricated as a water collection tube block that includes a frame body that allows water to be taken in from the upper end side and a filter medium that is filled in the frame body, when the water collection tube block is installed on the water bottom site board, No positional deviation occurs in the water pipe unit. In addition, the water collection pipe block, a water collection pipe unit, a frame body that is arranged so as to penetrate the water collection pipe unit so that the end portion protrudes, and that allows water to be taken in from the upper end side, and a filter medium filled in the frame body. Therefore, it is not necessary to backfill the filter medium when the water collecting pipe block is installed on the water bottom site board. Furthermore, since the filter medium is filled in the frame that allows water to be taken in from the upper end side, even when using multiple types of filter medium, it is possible to easily prevent both from being mixed near the boundary. It is also possible to easily manage each filter material layer.

【0010】前記枠体は、上端が開口されるか、また
は、少なくとも上端側に金網などのネット材が設けら
れ、これらの部分から水の取水が可能に形成することが
できる。
The frame body can be formed such that the upper end is opened or a net material such as a wire net is provided at least on the upper end side so that water can be taken in from these portions.

【0011】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中間の中間濾
過材とを有し、前記枠体の底部側に前記粗濾過材を充填
して、その内部に前記集水管ユニットを埋設するととも
に、前記粗濾過材の上部側に、前記中間濾過材と前記細
濾過材とをこの順に層状に充填することができる。
The filter medium is a fine filter medium made of sand having a small particle size, a coarse filter medium made of crushed stone having a large particle size, and an intermediate filter medium made of crushed stone having a controlled particle size and having an intermediate particle size. And filling the rough filter medium on the bottom side of the frame body and burying the water collecting pipe unit therein, and at the upper side of the rough filter medium, the intermediate filter medium and the fine filter medium. And can be filled in layers in this order.

【0012】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、前記粗濾過材の外周側に前記細濾過
材を配置することができる。
The filter medium has a fine filter medium made of sand having a small particle size and a coarse filter medium made of crushed stone having a large particle size, and the coarse filter medium is arranged on the outer periphery of the water collecting pipe unit. In addition, the fine filtration material can be arranged on the outer peripheral side of the coarse filtration material.

【0013】前記枠体は、内枠と、前記内枠を内部に収
容する外枠とを備え、前記内枠内に前記粗濾過材を充填
するとともに、前記内,外枠間に前記細濾過材を充填す
ることができる。
The frame body comprises an inner frame and an outer frame for accommodating the inner frame therein. The inner frame is filled with the coarse filtering material, and the fine filtration is provided between the inner and outer frames. The material can be filled.

【0014】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。
To connect the ends of the water collecting pipe unit to each other, a pair of half-divided covers are provided on the outer periphery in a state where the ends are in contact with each other, and the covers are tightly connected, or It is possible to select one of the ends by forming a different diameter portion that can be fitted in the other end on one of the ends and fitting and connecting the ends.

【0015】[0015]

【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。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described in detail below 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.

【0016】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。なお、枠体14
は、この構成に限る必要はなく、たとえば、6面のすべ
てをネット材で構成してもよいし、上端を開口させて、
この開口部から水の取水が可能に構成することもでき
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。
The embodiment shown in the figure is a method of laying a perforated water collecting pipe which is provided with a through hole and is installed on the bottom of the sea, water, lake, swamp, etc., for taking in water such as seawater into the inside. In this laying method, the water collecting pipe block 10 shown in FIG. 1 is used. Water collection pipe block 10 shown in FIG.
Is provided with a water collection pipe unit 12, a frame body 14, and a filtering material 16, and is formed in a rectangular tube shape as a whole. The water collection pipe unit 12 is obtained by dividing the entire length of a water collection pipe having a circular cross-section with a planned length to be laid into a predetermined length along the axial direction, and a large number of through holes are formed in the peripheral surface thereof. Both ends in the axial direction are open. The frame body 14 is made of a net material such as a wire mesh only on the upper end side, and is made of a flat plate on the other surface, and is formed in a rectangular box shape capable of taking in water such as seawater from the upper end side. ing. The frame 14
Does not have to be limited to this configuration.For example, all six sides may be made of a net material, or the upper end may be opened,
Water can be taken in through this opening. As shown in detail in FIG. 2, the water collection pipe unit 12 is penetratingly installed in the frame body 14 so that ends thereof project outward from two facing surfaces of the frame body 14. In addition,
The water collecting pipe unit 12 does not have a through hole in a portion projecting outward from the frame body 14, and a through hole for taking in water is provided only in a portion located in the frame body 12. Has been.

【0017】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1
6bと中間に設定された中間濾過材16cとで構成され
ている。
The filter medium 16 is for removing foreign matters from the water taken into the water collection pipe unit 12, and in the case of this embodiment, a fine filter medium 16a made of sand having a small particle size,
A coarse filter medium 16b made of crushed stone having a large particle size and a fine filter medium 16a made of crushed stone having a controlled particle size and a coarse filter medium 1
6b and an intermediate filter medium 16c set in the middle.

【0018】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とをこの順に順に、所定厚みの層状に充填してい
る。
Such a filter medium 16 is formed by filling the bottom side of the frame body 14 with the coarse filter medium 16b so as to have a predetermined thickness.
The water collection pipe unit 12 is embedded in the inside thereof, and the intermediate filter medium 16c and the fine filter medium 16a are filled in the order of this order on the upper side of the coarse filter medium 16b in a layered form having a predetermined thickness.

【0019】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。
Since the filter media 16 have different particle sizes, the packing densities per unit volume are different. The coarse filter media 16b has the smallest packing density and the fine filter media 16a has the large packing density. It has become.

【0020】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。
That is, in the case of the present embodiment, three kinds of filter media 16 having different particle sizes are used, and when the distance from the water collection pipe unit 12 on the outer peripheral side of the water collection pipe unit 12 becomes large, the filtration density is increased. The density gradient is set so that Filter medium 16 having such a density gradient
By adopting, it is possible to maintain the filtering function for a long time. The mesh of the net material provided on the upper end of the frame body 14 is such that the fine filtration material 16a does not penetrate. The filter material 16 does not necessarily need to use three types, and may use one type or two types. The water collection pipe block 10 having the above-described configuration is manufactured in advance in a quantity required for constructing the water collection pipe, and then transported to the site where the water collection pipe is laid. At the site where the water collecting pipe is laid, the ground floor 18 at the water bottom is leveled by excavation or the like, and the water collecting pipe block 10 is sunk above the ground.

【0021】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。
As shown in FIG. 2, the water collecting pipe blocks 10 are closely arranged so that the ends of the water collecting pipe units 12 of the water collecting pipe blocks 10 are adjacent to each other. In the case of this embodiment, the half-split cover 20 shown in FIG. 6B is used for the communication connection between the ends of the water collection pipe unit 12.

【0022】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。
The half-split cover 20 is formed by vertically splitting a cylinder (both having an inner diameter slightly larger than the diameter of the water collection pipe unit 12) open at both ends, and has a pair of semi-circular curves. It is composed of a curved plate.

【0023】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。
When the covers 20 are connected for communication, a pair of half-divided covers 20 are provided on the outer circumference with the ends of the pair of adjacent water collection pipe units 12 in contact with each other.
Is covered, and the covers 20 are tightly connected to each other with a bolt and a nut or the like.

【0024】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し、埋
め戻す際にもこのような材料を用いる必要はない。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。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。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2
21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。図5は、本発明にかかる集水管
の水底敷設方法の第4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
例と実質的に同様に、予め製作される集水管ブロック1
0aが用いられ、集水管ブロック10aは、集水管ユニ
ット12aと、集水管ユニット12aが、端部を突出す
るようにして貫通配置(図4の前後方向)された枠体1
4aと、枠体14a内に充填される濾過材16とを備え
ている。枠体14aは、本実施例の場合には、金網など
のネット材で立方体状に形成された内枠140aと、内
枠140aを内部に収容する外枠141aとを備えてい
る。濾過材16は、粒径の大きい砕石などからなる粗濾
過材16bと、粒度調整された砕石からなり、粗濾過材
16bよりも粒径が小さい中間濾過材16cとから構成
されている。両端が開口した集水管ユニット12aは、
内枠140aの中心を水平に貫通していて、内枠140
a内には、粗濾過材16bが充填されている。そして、
内,外枠140a,141a間に中間濾過材16cが充
填されている。このように構成された集水管ブロック1
0aは、上記実施例と同様に、水底現地盤18上に隣接
設置され、半割り状カバー20ないしは、図3に示した
嵌合構造のいずれかにより、集水管ユニット12の端部
同士が連通接続されて、所定の集水管となる。
Then, by connecting the water collecting pipe units 12 of the predetermined number of water collecting pipe blocks 10 to each other, a desired water collecting pipe is laid on the bottom of the water. 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 as shown in FIG. 1, but this backfilling is not always necessary. In addition, it is not necessary to use such a material when backfilling. Now, according to the water bottom laying method of the water collecting pipe configured as described above, the water collecting pipe is configured such that the water collecting pipe unit 12 is divided into a plurality of parts along the axial direction, and the water collecting pipe unit 12 projects the end portion. The water collecting pipe block 10 is preliminarily manufactured as a water collecting pipe block 10 including a frame body 14 having a top end side formed of a net material such as a wire mesh, and a filter medium 16 filled in the frame body 14, so that the water collecting pipe block is provided. When 10 is installed on the water bottom site board 18, no positional deviation occurs in the water collecting pipe unit 12. Further, the water collection pipe block 10 includes a water collection pipe unit 12, a frame body 14 which is arranged so as to penetrate the water collection pipe unit 12 such that an end portion thereof protrudes, and an upper end side of which is formed of a net material such as a wire mesh, and a frame body 14. Filter material 16 filled inside
Therefore, it is not necessary to backfill the filter medium 16 when the water collecting pipe block 10 is installed on the water bottom site board.
Further, since the filter medium 16 is filled in the frame body 14 whose upper end side is 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. It is possible to prevent the above, and it is possible to easily manage each filter material layer. FIG. 3 shows a second embodiment of the water bottom laying method for a water collecting pipe according to the present invention. The same or corresponding parts as those in the above-mentioned embodiment are designated by the same reference numerals and the description thereof will be omitted. Only the characteristic points will be explained. In the embodiment shown in the figure, as in the first embodiment, a water collection pipe block 10 manufactured in advance is used, and the water collection pipe block 10 includes the water collection pipe unit 12
And a frame body 14 in which the water collection pipe unit 12 is penetrated so as to project the end portion, 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. There is. As the filter medium 16, three types of filter medium 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 when the distance from the water collection pipe unit 12 increases It is provided. At the end of the water collection pipe unit 12, a different diameter portion 22 that can be fitted into the other end is formed. When laying a water collecting pipe on the water bottom using such a water collecting pipe block 10, the different diameter portion 22 of the water collecting pipe unit 12 is placed inside the water collecting pipe unit 12 of another water collecting pipe block 10 that is adjacently installed. A communication connection is made by inserting and connecting the ends to each other. In the case of the second embodiment configured in this way, the communication connection between the water collection pipe units 12 in water can be performed more easily than in the case of the first embodiment, and the work efficiency is also improved. Figure 4
Shows a third embodiment of the water bottom laying method for a water collecting pipe according to the present invention, and the same or corresponding portions as those in the above-mentioned embodiment are designated by the same reference numerals and the description thereof will be omitted.
Only the characteristic points will be described below. In this embodiment, the different diameter portion 22a of the third embodiment shown in FIG. 3 is constructed as follows. The different-diameter portion 22a of the present embodiment includes a small-diameter portion 220a and a large-diameter portion 2 into which the small-diameter portion 220a can be fitted.
21 and 21. The small diameter portion 220 a is provided at one end of the water collection pipe unit 12 of the one water collection pipe block 10 and projects outward from the end surface of the block 10. The large diameter portion 221a is connected to the other water collecting pipe block 10
It is internally provided at one end of the water collection pipe unit 12, and this portion does not project outward from the end surface of the block 10.
When the water collecting pipe blocks 10 are communicatively connected to each other by fitting and connecting the ends with the different diameter portion 22a,
It is possible to install the blocks 10 in close contact with each other without providing a gap between them. FIG. 5 shows a fourth embodiment of the water bottom laying method for a water collecting pipe according to the present invention. The same or corresponding parts as those in the above-mentioned embodiment are designated by the same reference numerals and the description thereof will be omitted. Only the characteristic points will be explained. In the embodiment shown in the figure, substantially the same as the first embodiment, the water collecting pipe block 1 manufactured in advance is manufactured.
0a is used, and the water collection pipe block 10a includes a water collection pipe unit 12a and a frame body 1 in which the water collection pipe unit 12a is arranged in a penetrating manner (the front-back direction of FIG. 4) so as to project the end portion.
4a and the filter medium 16 filled in the frame 14a. In the case of the present embodiment, the frame body 14a includes an inner frame 140a formed in a cubic shape with a net material such as a wire mesh, and an outer frame 141a that accommodates the inner frame 140a therein. The filter medium 16 is composed of a coarse filter medium 16b made of crushed stone or the like having a large particle size, and an intermediate filter medium 16c made of crushed stone of which particle size is adjusted and having a particle size smaller than that of the coarse filter medium 16b. The water collection pipe unit 12a with both ends open is
The inner frame 140a extends horizontally through the center of the inner frame 140a.
Coarse filtering material 16b is filled in a. And
An intermediate filter material 16c is filled between the inner and outer frames 140a and 141a. Water collection pipe block 1 configured in this way
Like the above-mentioned embodiment, 0a is installed adjacently on the water bottom site board 18, and the end portions of the water collection pipe unit 12 are communicated with each other by either the half cover 20 or the fitting structure shown in FIG. It is connected to form a predetermined water collection pipe.

【0025】この実施例の場合には、2種類の濾過材1
6b,16cが内,外枠140a,141aにそれぞれ
充填されているので、両者が混ざり合うことが全くな
く、集水管ユニット10aを製作する際にも、外枠14
1aの底部に中間濾過材16c上を敷き詰めて、その上
方に粗濾過材16bが充填された内枠1401aを載せ
て、内,外枠140a,141a間に中間濾過材16c
して、外枠141a上端側を閉塞すればよいので、製作
自体も容易に行える。
In the case of this embodiment, two kinds of filter media 1 are used.
Since the inner and outer frames 140a and 141a are filled with 6b and 16c, respectively, they never mix with each other, and even when the water collection pipe unit 10a is manufactured, the outer frame 14
The intermediate filter medium 16c is laid on the bottom of 1a, and the inner frame 1401a filled with the coarse filter medium 16b is placed above the intermediate filter medium 16c, and the intermediate filter medium 16c is placed between the inner and outer frames 140a and 141a.
Since the upper end of the outer frame 141a may be closed, the manufacturing itself can be easily performed.

【0026】なお、図5に示した第4実施例の濾過材1
6は、一方の濾過材を上述した細濾過材に代替すること
もできる。また、上記実施例では、集水管ブロック1
0,10a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。
The filter medium 1 of the fourth embodiment shown in FIG.
No. 6 can replace one of the filter materials with the above-described fine filter material. In addition, in the above embodiment, the water collecting pipe block 1
Although 0 and 10a exemplarily have a rectangular tube shape or a rectangular parallelepiped shape, the practice of the present invention is not limited to this.
For example, the shape may be a cylindrical shape, a polygonal cylindrical shape, or the like.

【0027】[0027]

【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。
As described above in detail, according to the method of laying the bottom of the water collecting pipe according to the present invention, the backfilling work of the filter medium is unnecessary, and the displacement of the water collecting pipe does not occur.
Layer management can be easily performed even when a plurality of types of filter media are used.

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

【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。
FIG. 1 is a cross-sectional explanatory view of a laid state of a water collection pipe block used in a first embodiment of a water bottom laying method for a water collection pipe according to the present invention.

【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。
FIG. 2 is an explanatory diagram when the water collection pipe blocks shown in FIG. 1 are connected for communication.

【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。
FIG. 3 is a principal part explanatory view showing a second embodiment of a water bottom laying method for a water collecting pipe according to the present invention.

【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。
FIG. 4 is a principal part explanatory view showing a third embodiment of the water bottom laying method for a water collecting pipe according to the present invention.

【図5】本発明にかかる集水管の水底敷設方法の第4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。
FIG. 5 is a cross-sectional explanatory view of a laid state of a water collection pipe block used in a fourth embodiment of the water bottom laying method for a water collection pipe according to the present invention.

【図6】従来の集水管の敷設方法の説明図である。FIG. 6 is an explanatory diagram of a conventional water pipe laying method.

【符号の説明】[Explanation of symbols]

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 10,10a Water collection tube block 12, 12a Water collection pipe unit 14,14a frame 16 Filter material 16a Fine filtration material 16b Coarse filter medium 16c Intermediate filter material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 加藤 正三 東京都港区港南2丁目15番2号 株式会社 大林組本社内 (72)発明者 栗本 卓 東京都港区港南2丁目15番2号 株式会社 大林組本社内   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Shozo Kato             2-15-2 Konan, Minato-ku, Tokyo Co., Ltd.             Obayashi Head Office (72) Inventor Takashi Kurimoto             2-15-2 Konan, Minato-ku, Tokyo Co., Ltd.             Obayashi Head Office

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 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
ことを特徴とする集水管の水底敷設方法。
1. A method of laying a perforated water collecting pipe having a through hole, which is laid at the bottom of the water and takes in water such as seawater, wherein the water collecting pipe is divided into a plurality of pieces along an axial direction. A water collection pipe comprising a water collection pipe unit, a frame body through which the water collection pipe unit projects so as to project an end thereof, from which water can be taken in from the upper end side, and a filter medium filled in the frame body A method of laying a bottom of a water collecting pipe, wherein a plurality of the water collecting pipe blocks are preliminarily manufactured as blocks, and the plurality of water collecting pipe blocks are sequentially and adjacently installed on a water bottom site board, and the ends of the water collecting pipe units are connected for communication.
【請求項2】 前記枠体は、上端が開口されるか、また
は、少なくとも上端側に金網などのネット材が設けら
れ、これらの部分から水の取水が可能に形成されること
を特徴とする請求項1記載の集水管の水底敷設方法。
2. The frame body is characterized in that an upper end thereof is opened, or at least an upper end side is provided with a net material such as a wire mesh, and water can be taken from these portions. The method for laying a water bottom of a water collection pipe according to claim 1.
【請求項3】 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中間の中間
濾過材とを有し、前記枠体の底部側に前記粗濾過材を充
填して、その内部に前記集水管ユニットを埋設するとと
もに、前記粗濾過材の上部側に、前記中間濾過材と前記
細濾過材とをこの順に層状に充填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。
3. The intermediate filter having a medium particle size, wherein the filter material is a fine filter material made of sand having a small particle size, a coarse filter material made of crushed stone having a large particle size, and a crushed stone having a adjusted particle size. And filling the rough filtration material on the bottom side of the frame body and burying the water collection pipe unit inside thereof, and at the upper side of the rough filtration material, the intermediate filtration material and the fine filtration material. The method for laying a water bottom of a water collecting pipe according to claim 1, wherein the filter material is filled in layers in this order.
【請求項4】 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、前記粗濾過材の外周側に前記細濾過材を配置す
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。
4. The filter medium comprises a fine filter medium made of sand having a small particle size and a coarse filter medium made of crushed stone having a large particle size, and the coarse filter medium is provided on the outer periphery of the water collection pipe unit. 2. The method of laying a water bottom of a water collecting pipe according to claim 1, wherein the fine filtration material is arranged on the outer peripheral side of the coarse filtration material.
【請求項5】 前記枠体は、内枠と、前記内枠を内部に
収容する外枠とを備え、 前記内枠内に前記粗濾過材を充填するとともに、前記
内,外枠間に前記細濾過材を充填することを特徴とする
請求項3記載の集水管の水底敷設方法。
5. The frame body includes an inner frame and an outer frame that accommodates the inner frame therein. The inner frame is filled with the rough filter material, and the frame is provided between the inner and outer frames. The method for laying a water bottom of a water collecting pipe according to claim 3, wherein the method is filled with a fine filtering material.
【請求項6】 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から4
のいずれか1項記載の集水管の水底敷設方法。
6. The communication connection between the end portions of the water collection pipe unit, in a state where the end portions are in contact with each other, a pair of half-divided covers are provided on the outer periphery to tightly connect the covers. Alternatively, one of the end portions is formed with a different diameter portion that can be fitted in the other end portion, and the end portions are fitted and coupled to each other. To 4
The method for laying the water bottom of the water collection pipe according to any one of 1.
JP2002068726A 2002-03-13 2002-03-13 How to lay the bottom of the drainage pipe Expired - Fee Related JP4122804B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002068726A JP4122804B2 (en) 2002-03-13 2002-03-13 How to lay the bottom of the drainage pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002068726A JP4122804B2 (en) 2002-03-13 2002-03-13 How to lay the bottom of the drainage pipe

Publications (2)

Publication Number Publication Date
JP2003268815A true JP2003268815A (en) 2003-09-25
JP4122804B2 JP4122804B2 (en) 2008-07-23

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ID=29199756

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Country Status (1)

Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100690396B1 (en) 2006-11-06 2007-03-12 주식회사 도화종합기술공사 An installation method of the drain pipe filter for collector wells using flexible hose
JP2008142666A (en) * 2006-12-12 2008-06-26 Ohbayashi Corp Seawater purification system and method therefor
JP2008144525A (en) * 2006-12-12 2008-06-26 Ohbayashi Corp Seawater infiltration intake system and seawater infiltration intake method

Families Citing this family (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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100690396B1 (en) 2006-11-06 2007-03-12 주식회사 도화종합기술공사 An installation method of the drain pipe filter for collector wells using flexible hose
JP2008142666A (en) * 2006-12-12 2008-06-26 Ohbayashi Corp Seawater purification system and method therefor
JP2008144525A (en) * 2006-12-12 2008-06-26 Ohbayashi Corp Seawater infiltration intake system and seawater infiltration intake method

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