JP2006161371A - Suspended curtain-wall impervious-membrane assembly and its installation method - Google Patents

Suspended curtain-wall impervious-membrane assembly and its installation method Download PDF

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JP2006161371A
JP2006161371A JP2004353178A JP2004353178A JP2006161371A JP 2006161371 A JP2006161371 A JP 2006161371A JP 2004353178 A JP2004353178 A JP 2004353178A JP 2004353178 A JP2004353178 A JP 2004353178A JP 2006161371 A JP2006161371 A JP 2006161371A
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water
curtain wall
membrane assembly
suspended
water shielding
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Junji Hiraoka
順次 平岡
Shigeo Matsukage
茂男 松▲蔭▼
Hideo Kawamoto
秀夫 川本
Hideaki Takada
英明 高田
Yuji Izumi
雄士 泉
Tsunehiro Sekimoto
恒浩 関本
Katsuomi Ukai
克臣 鵜飼
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Chugoku Electric Power Co Inc
Penta Ocean Construction Co Ltd
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Chugoku Electric Power Co Inc
Penta Ocean Construction Co Ltd
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    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a new suspended curtain-wall impervious-membrane assembly with a flexible structure, which has characteristics such as the easiness of construction, the easiness of a change in the height of an intake, and the easiness of maintenance management. <P>SOLUTION: This suspended curtain-wall impervious-membrane assembly is equipped with an impervious member which has an impervious plate functioning as a float and an impervious membrane suspended from the impervious plate, and an anchoring means for anchoring the impervious member so that the impervious member cannot drift; the intake is formed below a lower end of the impervious member; and seawater in a relatively deep layer is selectively taken through the intake, while an inflow of seawater in a relatively shallow layer is inhibited by means of the impervious member. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、懸垂式カーテンウォール遮水膜組立体に関し、更に具体的には、例えば、発電プラントにおいて利用される冷却水の取水口に使用して好適な懸垂式カーテンウォール遮水膜組立体に関する。   The present invention relates to a suspended curtain wall water barrier membrane assembly, and more specifically to a suspended curtain wall water barrier membrane assembly suitable for use in, for example, a cooling water intake used in a power plant. .

火力発電所及び原子力発電所のような発電プラントでは、蒸気流でタービン発電機を駆動して発電している。発電タービンは、入り口の蒸気圧と出口の蒸気圧との差で回転するため、タービン発電機駆動後の蒸気流を水に戻すことで出口の蒸気圧を下げることが不可欠である。このため、蒸気流をボイラ設備又は原子炉に戻す前に、多くは海水を冷却水として利用した復水器でこの蒸気流を冷却して水にしている。   In power plants such as thermal power plants and nuclear power plants, a turbine generator is driven by steam flow to generate electricity. Since the power generation turbine rotates by the difference between the steam pressure at the entrance and the steam pressure at the exit, it is essential to lower the steam pressure at the exit by returning the steam flow after driving the turbine generator to water. For this reason, before returning a steam flow to a boiler installation or a nuclear reactor, in many cases, this steam flow is cooled to water by a condenser using seawater as cooling water.

従って、冷却水の取水は発電所プラントに近い海域で行われ、取水された比較的低温の海水は貯水プール又は復水貯蔵槽に貯水されて利用される。このとき、冷却水としての海水は、海水の内でも比較的深層から比較的低温の海水を取水することが好ましい。比較的浅層の比較的高温の海水を排除して、比較的低温の海水を選択的に利用することにより、タービン効率を向上し、利用後も比較的低温の温排水であれば環境への影響は減少し、比較的浅層の海水に含まれる浮遊塵芥、汚染物、プランクトン、貝類等の発電プラントへの流入を排除することができる。   Therefore, the cooling water is taken in the sea area close to the power plant, and the relatively low temperature sea water taken is stored in a storage pool or a condensate storage tank for use. At this time, it is preferable that seawater as cooling water is taken from relatively deep seawater at relatively low temperatures. By removing relatively shallow seawater, which is relatively shallow, and selectively using relatively low temperature seawater, turbine efficiency is improved. The impact will be reduced and it will be possible to eliminate the inflow of floating dust, pollutants, plankton, shellfish and other power plants contained in relatively shallow seawater.

なお、本出願書類で、用語「深層の海水」,「深層水」とは、一般に深層水と呼ばれ、近年、飲料等に利用されている水深200m程度より深い部分の海水のみ限定的に指称しているのではない。このような一般に深層水と呼ばれる海水のみならず、相対的に水深の深い、相対的に水温が低い海水一般をも含んだ広い概念であることに注意されたい。   In the present application documents, the terms “deep water” and “deep water” are generally called deep water, and only a portion of seawater deeper than the depth of about 200 m, which has been used for beverages in recent years, is limitedly designated. I'm not. It should be noted that this is a broad concept including not only seawater generally called deep water but also seawater in general with relatively deep water and relatively low water temperature.

従来、冷却水を海洋から取水するとき、比較的深層の低温の海水を選択的に取水するための取水口として、重力式構造の取水口が知られている。従来の重力式構造の取水口は、遮水版に作用する波力を、組杭によって受け止めて支持する剛構造で構成されていた。   Conventionally, when a cooling water is taken from the ocean, a gravity type water intake is known as a water intake for selectively taking relatively deep low-temperature seawater. The conventional gravity-type water intake has a rigid structure that receives and supports the wave force acting on the water-impervious plate by the piles.

例えば、下記特許文献1の図4及び図5には、添付図面の図1及び図2に示すような2つのタイプの重力式構造のカーテンウォール式取水口の杭式構造が紹介されている。ここでは、符号3がカーテンウォール、4が遮水版(PC版)、5が鋼管杭、6が底版コンクリートである。   For example, in FIG. 4 and FIG. 5 of the following Patent Document 1, two types of gravity wall type curtain wall type water intake pile structures as shown in FIG. 1 and FIG. 2 of the accompanying drawings are introduced. Here, reference numeral 3 is a curtain wall, 4 is a water shielding plate (PC plate), 5 is a steel pipe pile, and 6 is bottom plate concrete.

「剛構造」とは、防波堤のように、波浪エネルギーに対抗して不動状態を維持し、到達した波浪の伝搬を防ぐ機能をもった構造をいう。この剛構造の重力式構造の取水口を実現するためには、大規模で堅牢な杭打設工事、堅牢な遮水版を必要とし、その建設のための所用の日数、費用等も非常に大きなものであった。   “Rigid structure” refers to a structure such as a breakwater that has a function of maintaining a stationary state against wave energy and preventing propagation of the reached wave. In order to realize this gravity-type water intake with a rigid structure, a large-scale and robust pile driving work and a robust water-impervious plate are required, and the time and cost required for the construction are also very high. It was a big one.

しかし、取水口として必要な機能は、到達した波浪の伝搬を遮断する機能ではなく、比較的深層の低温の海水を選択的に取水する機能である。従って、取水口を到達した波浪の伝搬を遮断する剛構造で構築することは、本来の目的から検討すると、不必要なことである。   However, the function required as a water intake is not a function of blocking the propagation of waves that have reached, but a function of selectively taking in relatively low-temperature seawater. Therefore, it is unnecessary to construct a rigid structure that blocks the propagation of waves that have reached the water intake, considering the original purpose.

そこで、取水口の構造を、到達する波浪と共に遮水版が揺動して波浪の伝搬の透過を許容するような柔構造のカーテンウォール遮水版にすることが提案されている。   Therefore, it has been proposed that the structure of the intake port be a curtain wall impermeable plate having a flexible structure in which the impermeable plate swings along with the arriving waves to allow transmission of wave propagation.

ここで、「柔構造」とは、波浪エネルギーに追従して可動状態にあり、到達した波浪の伝搬を実質的に透過する機能をもった構造をいう。   Here, the “soft structure” refers to a structure that is in a movable state following the wave energy and has a function of substantially transmitting the propagation of the reached wave.

ここで、「カーテンウォール」とは、元来、建築分野の用語であり、工場で生産した部材を現場で組み立ててつくる外壁であって、鉄筋コンクリート建造物の壁のように壁で荷重を支える役割を持たない壁を指称する。即ち、用語「カーテンウォール」は、耐力壁(bearing wall)に対する概念であって、建築物の高層化に伴い、プレハブ化された外周壁の意味が定着したものである。転じて、本出願書類では、取水口の遮水部材に関して、荷重を支える役割を持たない遮水部材であってプレハブ化されたものに対して使用する。
本発明者等は、本出願人等の一社が平成13年9月14日に特願2001−280197として出願し、平成15年3月28日に特開2003−90029として出願公開された、発明の名称「冷却水のための取水口」に関して承知している。
Here, “curtain wall” is a term in the field of architecture, and is an outer wall made by assembling factory-produced parts on site, and supports the load with a wall like a reinforced concrete building wall. Refers to a wall that does not have In other words, the term “curtain wall” is a concept for a bearing wall, and the meaning of a prefabricated outer peripheral wall is established as the building becomes taller. In turn, in the present application document, the water-insulating member of the water intake port is used for a pre-fabricated water-insulating member having no role of supporting a load.
The inventors of the present application filed as Japanese Patent Application No. 2001-280197 on September 14, 2001, and the application was published on March 28, 2003 as Japanese Patent Application No. 2003-90029. We are aware of the name of the invention “water intake for cooling water”.

上述したように、従来の剛構造のカーテンウォール式取水口は、大規模で堅牢な杭打設工事を必要とし、そのため工事の所用の日数、費用等も非常に大きなものであった。これを、比較的深層の低温の海水を選択的に取水する機能を持たせた簡易な柔構造のカーテンウォール式取水口を採用することで、工事の所用の日数、費用等を大幅に削減することが望まれていた。   As described above, the conventional rigid curtain wall type water intake requires a large-scale and robust pile driving work, and therefore, the number of days and cost required for the work are very large. By adopting a simple flexible curtain wall intake with the function of selectively taking relatively deep low-temperature seawater, the number of construction days and costs can be greatly reduced. It was hoped that.

前掲特開2003−90029に開示する「冷却水のための取水口」は、柔構造のカーテンウォール式取水口の一種である。特開2003−90029の図1及び図2には、添付図面の図3及び図4に示すような柔構造のカーテンウォール式取水口が紹介されている。ここでは、符号2は水路口(本願の「貯水プール」に相当する。)、7は遮水版(PC版)、8は枢支部、9はアンカー(ボックスカルバート)、10は深層水取水用の開口部、11は枢支部、12は浮体、13は連結部材である。   The “water intake for cooling water” disclosed in the above-mentioned JP-A-2003-90029 is a kind of curtain wall type water intake having a flexible structure. 1 and 2 of Japanese Patent Laid-Open No. 2003-90029 introduce a curtain wall type water intake having a flexible structure as shown in FIGS. 3 and 4 of the accompanying drawings. Here, reference numeral 2 is a waterway entrance (corresponding to the “reservoir pool” of the present application), 7 is a water shielding plate (PC version), 8 is a pivot, 9 is an anchor (box culvert), and 10 is for deep water intake. , 11 is a pivot part, 12 is a floating body, and 13 is a connecting member.

しかし、その後の本発明者等による研究により、柔構造のカーテンウォール式取水口には、種々の構造が実現できることが判明した。   However, subsequent studies by the present inventors have revealed that various structures can be realized in a flexible curtain wall intake.

また、各種の柔構造のカーテンウォール式取水口を研究してみると、夫々、遮水版の構造、遮水版の位置決め手段、建設の容易さ、取水口の高さの変更の容易さ、保守管理の容易さ等において、他の柔構造のカーテンウォール式取水口では実現できない特徴、利点等が存在することが判明した。   Also, when researching various flexible structure curtain wall intakes, the structure of the water shielding plate, the means for positioning the water shielding plate, the ease of construction, the ease of changing the height of the water intake, In terms of ease of maintenance management, it has been found that there are features, advantages, etc. that cannot be realized with other flexible curtain wall intakes.

従って、本発明は、柔構造をもった新規な懸垂式カーテンウォール遮水膜組立体を提供することを目的とする。   Accordingly, an object of the present invention is to provide a novel suspended curtain wall water-insulating membrane assembly having a flexible structure.

更に、本発明は、建設の容易さ、取水口の高さの変更の容易さ、保守管理の容易さ等の特徴を有する柔構造をもった新規な懸垂式カーテンウォール遮水膜組立体を提供することを目的とする。   Furthermore, the present invention provides a novel suspended curtain wall water shielding membrane assembly having a flexible structure having features such as ease of construction, ease of changing the height of the water intake, and ease of maintenance management. The purpose is to do.

本発明に係る懸垂式カーテンウォール遮水膜組立体は、浮体として機能する遮水板と該遮水板から懸垂された遮水膜とを有する遮水部材と、前記遮水部材を水底に対して係留する係留手段とを備え、該遮水部材と該水底の間に取水口を形成する。   A suspended curtain wall water shielding membrane assembly according to the present invention includes a water shielding member having a water shielding plate functioning as a floating body and a water shielding film suspended from the water shielding plate, and the water shielding member is attached to the water bottom. Mooring means for mooring, and a water intake is formed between the water shielding member and the water bottom.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記水底は、海底である。   Furthermore, the suspended curtain wall water-insulating membrane assembly according to the present invention is the above-described water-shielding membrane assembly, and the water bottom is the sea bottom.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記遮水部材を構成する遮水板の高さと遮水膜の高さの割合は、任意に設定できる。   Furthermore, the suspended curtain wall water-proof membrane assembly according to the present invention is the above-described water-shield membrane assembly, and the ratio of the height of the water-shield plate and the height of the water-shield membrane constituting the water-shield member is as follows: Can be set arbitrarily.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記遮水板は、複数個の遮水板単体を分離可能に連結して構成され、該遮水板単体で交換可能となっている。   Furthermore, the suspended curtain wall water-insulating membrane assembly according to the present invention is the above-described water-shielding membrane assembly, wherein the water-shielding plate is configured by detachably connecting a plurality of water-shielding plates alone, The water shielding plate alone can be replaced.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記遮水板は、複数個の遮水板単体を相互に連結して構成され、この連結手段は耐食性向上の処理が施されている。   Furthermore, the suspended curtain wall water-insulating membrane assembly according to the present invention is the above-described water-shielding membrane assembly, and the water-shielding plate is configured by mutually connecting a plurality of water-shielding plates alone. The connection means is subjected to a treatment for improving corrosion resistance.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記遮水板は複数個の遮水板単体を相互に連結して構成され、漏水を防止するため、隣接遮水板の間にフレキシブル遮水性連結部材が取り付けられている。   Furthermore, the suspended curtain wall water-insulating membrane assembly according to the present invention is the above-described water-shielding membrane assembly, wherein the water-shielding plate is constituted by connecting a plurality of water-shielding plates to each other to prevent water leakage. In order to prevent, a flexible water-impervious connecting member is attached between adjacent water-impervious plates.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記遮水膜は、複数枚の遮水膜を分離可能に連結して構成され、該遮水膜単体で交換可能となっている。   Further, the suspended curtain wall water-proof membrane assembly according to the present invention is the above-mentioned water-proof membrane assembly, and the water-proof membrane is configured by detachably connecting a plurality of water-proof membranes, It is possible to replace the water barrier film alone.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記遮水膜は、前記遮水板に対して分離可能な懸垂手段で接続して、波浪に追従して動揺可能になっている。   Further, the suspended curtain wall water-proof membrane assembly according to the present invention is the above-described water-shield membrane assembly, and the water-shield membrane is connected to the water shield plate by a detachable suspension means, It can be shaken following the waves.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記遮水板は、外壁及び隔壁を軽量コンクリートで形成し、内部空間には発泡スチロールを充填している。   Furthermore, the suspended curtain wall water-proof membrane assembly according to the present invention is the above-mentioned water-proof membrane assembly, wherein the water-proof plate is formed of lightweight concrete with outer walls and partition walls filled with foamed polystyrene. is doing.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記遮水板の底面に凹部が形成され、該凹部に前記遮水膜の懸垂部材が入り込んでいる。   Furthermore, the suspended curtain wall water-insulating membrane assembly according to the present invention is the above-described water-shielding membrane assembly, wherein a concave portion is formed on the bottom surface of the water-shielding plate, and the suspension member of the water-shielding membrane is formed in the concave portion. It has entered.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記係留手段は、チェーン又はワイヤからなる。   Furthermore, the suspended curtain wall water-proof membrane assembly according to the present invention is the above-mentioned water-proof membrane assembly, and the mooring means is made of a chain or a wire.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記係留手段は、海底に固定されたアンカーに繋がれている。   Furthermore, the suspended curtain wall water-proof membrane assembly according to the present invention is the above-mentioned water-proof membrane assembly, and the mooring means is connected to an anchor fixed to the seabed.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記係留手段は、海底に固定されたアンカーに繋がれ、その中間部に中間シンカーが設けられている。   Furthermore, the suspended curtain wall water-insulating membrane assembly according to the present invention is the above-described water-shielding membrane assembly, wherein the mooring means is connected to an anchor fixed to the seabed, and an intermediate sinker is provided at an intermediate portion thereof. It has been.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は、一部に浮体を有する遮水部材と、前記遮水部材を漂流しないように係留する係留手段とを備え、前記遮水部材の下端部の下方に取水口を形成して、該遮水部材により比較的浅層の海水の流入を阻止しながら、該取水口を通して比較的深層の海水を選択的に取水する。   Furthermore, a suspended curtain wall water-proof membrane assembly according to the present invention comprises a water-proof member having a floating body in part, and mooring means for mooring the water-proof member so as not to drift, A water intake is formed below the lower end, and relatively deep seawater is selectively taken in through the water intake while the water shielding member prevents the flow of relatively shallow seawater.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体は上述の遮水膜組立体であって、前記一部に浮体を有する遮水部材は、浮体として機能する遮水板と該遮水板に懸垂する遮水膜とを有している。   Furthermore, the suspended curtain wall water-insulating membrane assembly according to the present invention is the above-described water-shielding membrane assembly, wherein the water-shielding member having a floating body in part is a water-shielding plate that functions as a floating body and the water-shielding membrane And a water shielding film suspended from the plate.

更に、本発明に係る取水施設は、海岸線にほぼ垂直に延在する少なくとも二列の護岸と、前記護岸間に亘って設けられた上述の懸垂式カーテンウォール遮水膜組立体と、前記懸垂式カーテンウォール遮水膜組立体より海岸側に形成され、前記懸垂式カーテンウォール遮水膜組立体を通って流入する深層水を貯えた貯水プールと、前記貯水プールの深層水をプラントへ冷却水として導入する冷却水導入口を備えている。   Further, the water intake facility according to the present invention includes at least two rows of revetments extending substantially perpendicular to a coastline, the above-described suspended curtain wall water barrier membrane assembly provided between the revetments, and the suspended type A reservoir pool that is formed on the shore side from the curtain wall impermeable membrane assembly and stores deep water flowing through the suspended curtain wall impermeable membrane assembly, and the deep water of the reservoir pool is used as cooling water to the plant. It has a cooling water inlet for introduction.

更に、本発明に係る懸垂式カーテンウォール遮水膜組立体の設置方法は、船舶により、係留部材を取り付けたアンカーを所定の海底に据え付ける工程と、予め遮水膜を取り付けた浮体を所定の位置まで曳航して、アンカーと、中間シンカーと、該浮体とを、係留部材で連結する工程と、前記浮体を設置する工程と、前記遮水膜を前記浮体から垂らす工程と、前記浮体同士を相互に連結する工程とを含む。   Further, the installation method of the suspended curtain wall water-blocking membrane assembly according to the present invention includes a step of installing an anchor to which a mooring member is attached on a predetermined seabed by a ship, and a floating body to which a water-blocking membrane is previously attached at a predetermined position. Towing the anchor, the intermediate sinker, and the floating body with a mooring member, the step of installing the floating body, the step of hanging the water shielding film from the floating body, and the floating bodies And connecting to.

本発明によれば、柔構造をもった新規な懸垂式カーテンウォール遮水膜組立体を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the novel suspended curtain wall water-proof film | membrane assembly with a flexible structure can be provided.

更に、本発明によれば、建設の容易さ、取水口の高さの変更の容易さ、保守管理の容易さ等の特徴を有する柔構造をもった新規な懸垂式カーテンウォール遮水膜組立体を提供することができる。   Furthermore, according to the present invention, a novel suspended curtain wall water-insulating membrane assembly having a flexible structure having features such as ease of construction, ease of changing the height of the intake port, and ease of maintenance management Can be provided.

以下、本発明に係る懸垂式カーテンウォール遮水膜組立体の実施の形態について、添付の図面を参照して詳細に説明する。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a suspended curtain wall water shielding film assembly according to the present invention will be described below in detail with reference to the accompanying drawings.

最初に、懸垂式カーテンウォール遮水膜組立体のイメージを容易に把握できるように、全体的に概説する。   First, a general overview is provided so that the image of the suspended curtain wall water barrier membrane assembly can be easily grasped.

図5は懸垂式カーテンウォール遮水膜組立体20を上方から見た平面図、図6は正面図、図7は図5のI−I方向から見た断面図である。懸垂式カーテンウォール遮水膜組立体20は、陸地に近い、典型的には海底である水底に設置されている。図5では、図面の上側が海洋38の沖方向であり、下側が陸地39方向である。矢印の方向は、波が押し寄せる方向である。波の押し寄せる方向に概して平行に、二列の護岸21,22が構築され、これらの護岸の間に、懸垂式カーテンウォール遮水膜組立体20が設置されている。   FIG. 5 is a plan view of the suspended curtain wall impermeable film assembly 20 as seen from above, FIG. 6 is a front view, and FIG. 7 is a cross-sectional view as seen from the II direction of FIG. The suspended curtain wall water barrier membrane assembly 20 is installed near the land, typically at the bottom of the sea. In FIG. 5, the upper side of the drawing is the offshore direction of the ocean 38 and the lower side is the direction of the land 39. The direction of the arrow is the direction in which the waves push. Two rows of revetments 21 and 22 are constructed generally parallel to the direction in which the waves come, and a suspended curtain wall impermeable membrane assembly 20 is installed between these revetments.

懸垂式カーテンウォール遮水膜組立体20は、海底から所望の高さに遮水部材を位置決めして浅層水の流入を阻止し、深層の水を選択的に取水する取水口を形成する。そのため、遮水部材を、適当な位置決め手段により海中の所望の高さhに位置決めする必要がある。   The suspended curtain wall impermeable membrane assembly 20 positions the impermeable member at a desired height from the seabed to prevent inflow of shallow water and form a water intake for selectively taking in deep water. Therefore, it is necessary to position the water-impervious member at a desired height h in the sea by appropriate positioning means.

図6に示すように、本実施形態では、浅層水の流入を阻止する遮水部材は遮水板25(その単体を符号25-1で示す。)と遮水膜26(その単体を符号26-1で示す。)とからなる。遮水膜26の下端部27が海底28から所定の高さhに位置決めされ、比較的低温の深層の水のみを選択的に取水する取水口31が形成されている。   As shown in FIG. 6, in this embodiment, the water shielding member for blocking the inflow of the shallow water is the water shielding plate 25 (the unit is indicated by reference numeral 25-1) and the water shielding film 26 (the unit is indicated by reference numeral). 26-1)). A lower end portion 27 of the water shielding film 26 is positioned at a predetermined height h from the sea bottom 28, and a water intake 31 for selectively taking in only relatively deep water at a relatively low temperature is formed.

図7に示すように、遮水部材を構成する遮水板25及び遮水膜26は、いずれも波浪にしたがって揺動できる構造となっている。   As shown in FIG. 7, both the water shielding plate 25 and the water shielding film 26 constituting the water shielding member have a structure that can swing according to waves.

全体のイメージが把握できた段階で、懸垂式カーテンウォール遮水膜組立体20の実施形態について図面に沿って詳細に説明する。図5の平面図に示すように、海岸線(図示せず。)に概して垂直方向に、二列の護岸21,22が建設されている。護岸は、二列に限定されない。図10(A)に示すように三列の護岸、又はこれ以上の列の護岸でもよい。図5を再び参照すると、これら護岸21,22の間に、懸垂式カーテンウォール遮水膜組立体20が、矢印で示す波の押し寄せる方向に対して概して垂直方向に設置されている。図で見て、懸垂式カーテンウォール遮水膜組立体20より上方は海洋38であり、下方は護岸21,22と共に深層水を貯える貯水プール29を形成している。なお、遮水膜組立体20は、例えば数百メートルというように非常に長いため、その一部を省略して図示している。   After the entire image has been grasped, an embodiment of the suspended curtain wall water-proof membrane assembly 20 will be described in detail with reference to the drawings. As shown in the plan view of FIG. 5, two rows of revetments 21 and 22 are constructed in a direction generally perpendicular to a coastline (not shown). The revetment is not limited to two rows. As shown in FIG. 10 (A), three rows of revetments or more than one row of revetments may be used. Referring to FIG. 5 again, between these revetments 21 and 22, a suspended curtain wall impermeable film assembly 20 is installed in a direction generally perpendicular to the wave approaching direction indicated by an arrow. As shown in the drawing, the ocean 38 is above the suspended curtain wall impermeable film assembly 20, and the water storage pool 29 for storing deep water is formed together with the revetments 21 and 22 below. In addition, since the water shielding film assembly 20 is very long, for example, several hundred meters, a part thereof is omitted in the drawing.

図5及び6に示すように、懸垂式カーテンウォール遮水膜組立体20の必須機能は、貯水プール29に対して、海洋38から比較的浅層の比較的高温の海水の流入を阻止し、比較的深層の比較的低温の海水を選択的に流入させることにある。これを実行するため、遮水部材を設けて、その下端部を海底から所望の高さhに位置決めして取水水深(取水口高さ)を確保し、同時に遮水部材でこの高さhから海面までの間を覆うようにして浅層水の流入を阻止する必要がある。図7に示すように、海面35は、満潮時水位H.W.L.(high water level)と干潮時水位L.W.L.(low water level)の間を循環的に変化しているが、特に干潮時水位L.W.L.の時に取水口31が所定の高さhを確保できるように設計することが重要である。   As shown in FIGS. 5 and 6, the essential function of the suspended curtain wall impermeable membrane assembly 20 is to prevent relatively shallow seawater from flowing from the ocean 38 to the reservoir pool 29, The purpose is to selectively flow relatively deep seawater at a relatively low temperature. In order to carry out this, a water-impervious member is provided, and the lower end portion thereof is positioned at a desired height h from the seabed to ensure a water intake depth (water intake height). It is necessary to prevent the inflow of shallow water so as to cover the sea surface. As shown in FIG. 7, the sea level 35 has a high water level H. W. L. (High water level) and low tide water level W. L. (Low water level) is changing cyclically, especially at low tide level L. W. L. At this time, it is important to design the intake 31 so as to ensure a predetermined height h.

図6に示すように、本実施形態では、遮水部材は、遮水板25と遮水膜26とからなる。遮水板25が浮遊手段(浮体)として機能し、遮水膜26はこの遮水板25から懸垂した状態にある。所望の取水口31を確保するため、遮水膜25の下端部27が海底28より所望の高さhに位置決めされる。遮水板25は、複数個の遮水板単体(以下、「浮体」ともいう。)25-1を横方向に連結して構成されている。遮水膜26も同様に、複数枚の遮水膜単体26-1を横方向に連結して構成されている。   As shown in FIG. 6, in the present embodiment, the water shielding member includes a water shielding plate 25 and a water shielding film 26. The water shielding plate 25 functions as a floating means (floating body), and the water shielding film 26 is suspended from the water shielding plate 25. In order to secure the desired water intake 31, the lower end portion 27 of the water shielding film 25 is positioned at a desired height h from the seabed 28. The water shielding plate 25 is configured by connecting a plurality of water shielding plates alone (hereinafter also referred to as “floating bodies”) 25-1 in the horizontal direction. Similarly, the water shielding film 26 is configured by connecting a plurality of water shielding film single bodies 26-1 in the lateral direction.

浮体である遮水板単体25-1の構造は、図示していないが、例えば外壁及び隔壁を軽量骨材コンクリートから形成し、内部空間には発泡スチロールを充填した構造である。主として、軽量骨材コンクリートの使用量で浮体を所定の重量になるように調整し、発泡スチロールを充填することにより浮体に対する海水の浸水による浮力低下の発生を防止している。遮水板25の重量によっては、波浪周期により共振現象を起こし、懸垂式カーテンウォール遮水膜組立体20の破損を招くので、共振現象を起こさないためでもある。遮水板単体25-1で交換可能なことより、種々の重さの遮水板単体25-1を予め用意しておくことにより、異なる波浪周期に対しても共振現象を起こさない重量の遮水板を選択して使用することも出来る。なお、浮体が不安定性にならない程度に、浮体を最小幅で最小高さに構成とすると、受ける波力が小さくなることが判明している。   Although the structure of the water shielding plate unit 25-1 which is a floating body is not illustrated, for example, the outer wall and the partition wall are made of lightweight aggregate concrete, and the interior space is filled with foamed polystyrene. Mainly, the floating body is adjusted so as to have a predetermined weight by the amount of light aggregate concrete used and filled with expanded polystyrene to prevent the occurrence of buoyancy reduction due to the flooding of seawater into the floating body. Depending on the weight of the water shielding plate 25, a resonance phenomenon is caused by the wave period, and the suspension curtain wall water shielding film assembly 20 is damaged, so that the resonance phenomenon does not occur. Since the water shield plate 25-1 can be replaced, preparing the water shield plate 25-1 of various weights in advance makes it possible to shield the weight that does not cause resonance even with different wave periods. A water plate can be selected and used. It has been found that if the floating body is configured to have a minimum width and a minimum height so that the floating body does not become unstable, the wave force received is reduced.

このような遮水体単体25-1が複数個用意され、浅層の比較的高温の海水の流入をせき止めるように横方向一列状に配置される。横方向に隣接する遮水板単体25-1を相互に連結し、遮水板組立体25を形成する遮水体の内、両端の遮水体はその隣の護岸21,22(図5参照)にそれぞれ接続されて、両護岸間に遮水板組立体25が形成される。隣接遮水板単体(浮体)25-1相互の連結手段としては、例えばチェーン、ワイヤ等の連結部材33が用いられる。この連結手段は、必要に応じて、例えば陰極防食、プラスチック被覆のような耐食対策を施し、海水に対する耐食性を向上することが好ましい。   A plurality of such water shields 25-1 are prepared and arranged in a row in the horizontal direction so as to block the inflow of relatively hot seawater in the shallow layer. The water shields 25-1 adjacent to each other are connected to the revetments 21 and 22 (see FIG. 5) adjacent to the water shields 25a and 25b adjacent to each other. Each is connected to form a water shielding plate assembly 25 between both revetments. As a connection means between adjacent water shielding plates (floating bodies) 25-1, for example, a connection member 33 such as a chain or a wire is used. It is preferable that this connection means improve the corrosion resistance against seawater by taking anticorrosion measures such as cathodic protection and plastic coating as necessary.

なお、チェーン等で連結された隣接遮水板の間の漏水を一層確実に防止するため、両遮水板の間に両遮水板の動きにそれぞれ追従可能なフレキシブル遮水性連結部材(図示せず。)を更に取り付けてもよい。   In order to prevent water leakage between adjacent water shielding plates connected by a chain or the like more reliably, a flexible water shielding connection member (not shown) that can follow the movement of both water shielding plates is provided between both water shielding plates. Further, it may be attached.

遮水板単体25-1の連結手段33は、解除自在であることが望ましい。連結手段33を解除することにより、遮水板単体25-1の単位で交換することが可能となる。また、各浮体25-1は波浪に従って別個独立に動揺するため、隣接する遮水板同士が衝突して破損・破壊する可能性がある。このような衝突破損を回避するため、各遮水板の例えば隅角部、表面部等の領域に防衝材、衝撃吸収材等(図示せず。)を取り付けることが好ましい。   It is desirable that the connecting means 33 of the water shielding plate 25-1 can be freely released. By releasing the connecting means 33, it is possible to replace the water shield plate unit 25-1 in units. Moreover, since each floating body 25-1 shakes independently according to a wave, adjacent water-shielding plates may collide and may be damaged and destroyed. In order to avoid such collision breakage, it is preferable to attach an impact-proofing material, an impact-absorbing material, etc. (not shown) to areas such as corners and surface parts of each water shielding plate.

遮水膜26は、基本的に防水機能を有し、波力に耐え得る強度を有すれば、任意の素材を使用することができる。複数枚の遮水膜単体26-1から成る遮水膜組立体26は、浅層の比較的高温の海水の流入をせき止めるように、複数枚の遮水膜単体を一列状に連結して配置される。連結手段は、縫い合わせにより遮水膜を一体に形成したり、又は図に示すようにファスナー等を使用して分離可能に連結してもよい。連結手段が分離可能であれば、損傷等した遮水膜26を遮水膜単体26-1で交換できる。   The water shielding film 26 basically has a waterproof function, and any material can be used as long as it has a strength capable of withstanding wave power. A water barrier membrane assembly 26 comprising a plurality of water barrier membranes 26-1 is arranged by connecting a plurality of water barrier membranes in a row so as to block the inflow of relatively hot seawater in a shallow layer. Is done. The connecting means may integrally form a water shielding film by sewing, or may be connected so as to be separable using a fastener or the like as shown in the figure. If the connecting means is separable, the damaged water shielding film 26 can be replaced with the water shielding film alone 26-1.

図7に示すように、遮水膜単体26-1は、適当な懸垂手段40により遮水板単体25-1から、動揺自在に懸垂されている。この懸垂手段40は、分離可能であることが望ましい。分離可能であれば、所望により遮水膜単体26-1又は遮水板単体25-1の一方のみの交換が出来る。遮水板単体25-1と遮水膜単体26-1の上端部30との間の漏水を少なくするため、遮水板単体25-1の底面に凹部を設けて、懸垂手段40及び上端部30がこの凹部に入り込むようにしてもよい。図6に示す場合は、1個の遮水板単体25-1に対して2枚の遮水膜単体26-1を懸垂しているが、この比率は任意である。こうして、遮水板25の高さと遮水膜26の高さ(hb+hf)に亘って、海洋38から浅層の海水が貯水プール29に流入するのを阻止している。遮水膜26の下端部27と海底28との距離は、取水口31の所望の高さhに調整されている。   As shown in FIG. 7, the water shielding film single unit 26-1 is suspended from the water shielding plate unit 25-1 by an appropriate suspension means 40 so as to be freely swayed. The suspension means 40 is preferably separable. If separable, only one of the water shielding film 26-1 or the water shielding board 25-1 can be replaced as desired. In order to reduce water leakage between the water shielding plate unit 25-1 and the upper end portion 30 of the water shielding film unit 26-1, a recess is provided on the bottom surface of the water shielding plate unit 25-1, and the suspension means 40 and the upper end portion are provided. 30 may enter the recess. In the case shown in FIG. 6, two single water shielding films 26-1 are suspended with respect to one single water shielding plate 25-1, but this ratio is arbitrary. Thus, the shallow seawater is prevented from flowing from the ocean 38 to the water storage pool 29 over the height of the water shielding plate 25 and the height of the water shielding film 26 (hb + hf). The distance between the lower end 27 of the water shielding film 26 and the sea bottom 28 is adjusted to a desired height h of the water intake 31.

図6乃至図8に示すように、少なくとも1個以上、実際には大半の遮水体単体25-1は係留ライン32によりそれぞれ海底28に繋がれて、懸垂式カーテンウォール遮水膜組立体20が護岸21,22間に係留されている。係留ライン32は、典型的にはチェーンから形成される。しかし、チェーンの重量は比較的大きいため、浮体自体の浮力が小さい場合には乾舷の高さが著しく減少するので、重量の小さい、例えばロックドコイルロープのようなワイヤーロープを使用することも出来る。いずれの係留ライン32も、必要に応じて、例えば陰極防食、プラスチック被覆のような耐食対策を施し、海水に対する耐食性を向上することが好ましい。   As shown in FIG. 6 to FIG. 8, at least one or more of the actual water shields 25-1 are actually connected to the sea floor 28 by mooring lines 32, and the suspended curtain wall water barrier membrane assembly 20 is formed. Moored between revetments 21 and 22. The mooring line 32 is typically formed from a chain. However, the weight of the chain is relatively large, so if the buoyancy of the floating body itself is small, the height of the freezer will be significantly reduced, so it is also possible to use a wire rope with a small weight, such as a locked coil rope. I can do it. Any mooring line 32 is preferably subjected to anticorrosion measures such as cathodic protection and plastic coating as necessary to improve the corrosion resistance against seawater.

図6及び7に示すように、係留ライン32は、一端を浮体(遮水板単体)25-1に繋がれ、他端を海底28に固定されたアンカー9に繋がれている。アンカー9は、係留ライン32を介して遮水板単体25-1を確実に海底28に係止出来ればよく、例えばコンクリートブロックのようなものからなる。   As shown in FIGS. 6 and 7, the mooring line 32 has one end connected to a floating body (water shielding plate alone) 25-1 and the other end connected to an anchor 9 fixed to the seabed 28. The anchor 9 only needs to be able to securely lock the water shielding plate 25-1 to the sea floor 28 via the mooring line 32, and is made of a concrete block, for example.

所望により、係留ライン32の中間部に、中間シンカー34を設けてもよい。中間シンカー34は、海中(又は水中)に確実に沈む錘であって、例えば鉄製シンカーを使用できる。中間シンカー34を設けることで、係留ライン32が最大限張られた緊張状態に至る前に浮体25-1に対して張力を一層強くかけながら、浮体25-1が一定範囲で流されるのを許容するようになる。このように、中間シンカー34を設けることにより、係留ライン32が引っ張られた際のラインの反力特性を強化することができる。   If desired, an intermediate sinker 34 may be provided in the intermediate portion of the mooring line 32. The intermediate sinker 34 is a weight that surely sinks in the sea (or underwater). For example, an iron sinker can be used. By providing the intermediate sinker 34, the floating body 25-1 is allowed to flow in a certain range while applying more tension to the floating body 25-1 before the mooring line 32 reaches the maximum tension state. To come. Thus, by providing the intermediate sinker 34, the reaction force characteristic of the line when the mooring line 32 is pulled can be enhanced.

浮体及び遮水膜の作用について、まとめて説明する。図7及び8に示すように、遮水板25は浮体としても機能して、波浪に追従して動揺する。更に、隣接する遮水板単体25-1は相互にチェーン、ワイヤ等の連結部材33で連結されているだけなので各遮水板単体25-1の移動の自由度が確保されており、波浪に追従して別個独立に動揺することができる。このため、遮水板(浮体)組立体全体25が一体として形成されている場合に比較して、波浪に一層よく追従して動揺し波浪エネルギーを一層効率よく透過するものと思われる。更に、図7に示すように、遮水板単体25-1から遮水膜単体26-1は、動揺自在な懸垂手段40で繋がれているので、波浪にしたがって遮水板と遮水膜とは別個独立に動揺することができる。更に、遮水板単体25-1から懸垂された遮水膜単体26-1自体が、柔軟な屈曲可能な構造を有する膜からなるので波浪に対して揺動することができる。遮水板25に比較して、遮水膜26の受ける波力は十分に小さいことが確認されている。   The action of the floating body and the water shielding film will be described together. As shown in FIGS. 7 and 8, the water shielding plate 25 also functions as a floating body and swings following the waves. Further, since the adjacent water shielding plate units 25-1 are simply connected to each other by the connecting members 33 such as chains and wires, the degree of freedom of movement of each of the water shielding plate units 25-1 is ensured. It can follow and swing independently. For this reason, compared with the case where the whole water shielding board (floating body) assembly 25 is integrally formed, it seems that the wave energy is followed and swayed and wave energy is transmitted more efficiently. Further, as shown in FIG. 7, since the water shielding plate unit 25-1 and the water shielding film unit 26-1 are connected by a swingable suspension means 40, the water shielding plate, the water shielding film, Can be upset independently. Furthermore, since the water shielding film unit 26-1 itself suspended from the water shielding plate unit 25-1 is made of a film having a flexible and bendable structure, it can swing against waves. It has been confirmed that the wave force received by the water shielding film 26 is sufficiently smaller than that of the water shielding plate 25.

前掲特許文献1に開示された遮水版は、柔構造の取水口を構成しているが、遮水版自体は一体の剛体から作られている。図1及び2に関連して説明した従来の剛構造の遮水版は、波浪エネルギーに対抗して不動状態を維持して、到達した波浪の伝搬を阻止していた。しかし、本実施形態に係る柔構造の懸垂式カーテンウォール遮水膜組立体は、到達した波浪の伝搬を阻止するのではなく、波浪エネルギーを実質的に透過して波浪を伝搬しつつ比較的浅層の比較的高温の海水の流入を遮断し、その下方に形成される取水口31を通して比較的深層の比較的低温の海水の流入を選択的に許容している。   The water shielding plate disclosed in the aforementioned Patent Document 1 constitutes a flexible water intake, but the water shielding plate itself is made of an integral rigid body. The conventional rigid structure water-shielding plate described with reference to FIGS. 1 and 2 maintains a stationary state against the wave energy to prevent the propagation of the reached wave. However, the flexible curtain wall water barrier membrane assembly according to the present embodiment does not prevent the propagation of the wave that has reached, but rather transmits the wave energy through a relatively shallow wave energy. The inflow of relatively high temperature seawater in the layer is blocked, and the inflow of relatively low temperature seawater in a relatively deep layer is selectively allowed through the intake 31 formed below the inflow.

本発明者等は、取水口を形成する遮水部材として、従来のような剛構造の一体の遮水版ではなく、遮水部材として遮水板25と遮水膜26の組み合わせが使用できることを発見したのである。遮水膜26の形状は波力に追従して柔軟に屈曲する構造であるので、波力を受けた際には湾曲して波力をアーチ状に分散して吸収し、結果的に懸垂手段40を介して接続する遮水板25に加わる応力を軽減している。その結果、遮水板25自体の必要強度、これを係留する係留手段32の必要強度も大幅に低減することができる。この結果、従来の剛構造の遮水版又は柔構造の取水口の剛性の遮水版に比較して、係留手段32も簡便な部材で足りるようになり、必要な大規模で堅牢な杭打設工事、堅牢な遮水版を不要とし、その建設のための所用の日数、費用等を低減することが可能になった。   The inventors of the present invention can use a combination of a water shielding plate 25 and a water shielding film 26 as a water shielding member, not as a conventional integral water shielding plate having a rigid structure, as a water shielding member forming a water intake. I found it. Since the shape of the water-impervious film 26 is a structure that flexes flexibly following the wave force, when the wave force is received, it is bent and the wave force is dispersed and absorbed in an arch shape, resulting in the suspension means. The stress applied to the water shielding plate 25 connected via 40 is reduced. As a result, the required strength of the water shielding plate 25 itself and the required strength of the mooring means 32 for mooring the same can be greatly reduced. As a result, the mooring means 32 can be a simple member as compared with the conventional rigid structure water shielding plate or the rigid structure water shielding plate of the flexible structure intake port. Installation work and a robust water-blocking plate are not required, and it is possible to reduce the number of days and costs required for the construction.

図9は、他の実施形態を説明する図である。図7に関連して、遮水部材は、遮水板25と遮水膜26とから成ることを説明した。図7の遮水部材合に比較して、図9の遮水部材では、遮水板25の高さhbを一層小さく、遮水膜26の高さhfを一層大きくしている。また、これとは逆にすることも出来る。遮水機能を担う両者の割合、即ち遮水板25の高さhbと遮水膜26の高さhfの割合は、任意に定めることが出来る。いずれにしても、遮水板25の高さと遮水膜26の高さ(hb+hf)に亘って、海洋38から浅層の海水が貯水プール29に流入するのを阻止する。遮水膜26の下端部27と海底28との距離は、取水口31の所望の高さhに調整されている。   FIG. 9 is a diagram for explaining another embodiment. With reference to FIG. 7, it has been described that the water shielding member includes the water shielding plate 25 and the water shielding film 26. 9, the height hb of the water shielding plate 25 is further reduced and the height hf of the water shielding film 26 is further increased in the water shielding member of FIG. 9. It can also be reversed. The ratio of both responsible for the water shielding function, that is, the ratio of the height hb of the water shielding plate 25 and the height hf of the water shielding film 26 can be arbitrarily determined. In any case, shallow seawater from the ocean 38 is prevented from flowing into the water storage pool 29 over the height of the water shielding plate 25 and the height of the water shielding film 26 (hb + hf). The distance between the lower end 27 of the water shielding film 26 and the sea bottom 28 is adjusted to a desired height h of the water intake 31.

図9に示すように、遮水膜26-1の下端部に重量調整用ウェイト42を設けても良い。この場合、ウェイト42の下端部から海底28までの距離が所望の高さhに調整されている。   As shown in FIG. 9, a weight adjusting weight 42 may be provided at the lower end portion of the water shielding film 26-1. In this case, the distance from the lower end of the weight 42 to the sea floor 28 is adjusted to a desired height h.

上述した懸垂式カーテンウォール遮水膜組立体20の設置方法について簡単に説明する。起重機船により、係留部材32に取り付けられた、コンクリートブロックからなるアンカー9を所定の海底に据え付ける。予め遮水膜26-1を取り付けた浮体(遮水板単体)25-1を所定の位置まで曳航して、アンカー9と、中間シンカー34と、浮体25-1とを、係留部材32で連結する。浮体設置後、遮水膜を浮体から垂らす。浮体25-1同士を、(必要なら、遮水膜単体26-1同士を)相互に連結する。最後に、所定の高さhの取水口が形成されているか確認する。   A method for installing the above-described hanging curtain wall water-proof membrane assembly 20 will be briefly described. An anchor 9 made of a concrete block, which is attached to the mooring member 32, is installed on a predetermined seabed by a hoist ship. The floating body (water shielding plate alone) 25-1 to which the water shielding film 26-1 is previously attached is towed to a predetermined position, and the anchor 9, the intermediate sinker 34, and the floating body 25-1 are connected by the mooring member 32. To do. After installing the floating body, suspend the impermeable film from the floating body. The floating bodies 25-1 are connected to each other (if necessary, the water shielding film alone 26-1). Finally, it is confirmed whether a water intake port having a predetermined height h is formed.

次に、懸垂式カーテンウォール遮水膜組立体20の設置状況について説明する。図10(A)は、懸垂式カーテンウォール遮水膜組立体20を利用する取水施設が設置された海岸を全体的に上方から見た図であり、図10(B)は、図10(A)のI−I線断面図である。図10(A)で見て、海岸線37から上半分は海面38であり、下半分は陸地39である。矢印は波の押し寄せる方向を示している。海岸線37にほぼ垂直方向に、三本の護岸工事21,22,23がなされ、これら護岸の各先端部をつなぐように懸垂式カーテンウォール遮水膜組立体20が設置されている。海の沖方向から比較的低温の深層水が懸垂式カーテンウォール遮水膜組立体20の取水口を通って、貯水プール(「取水庭」ともいう。)29に蓄えられる。貯水プール29の陸地方向には、貯水プール形成のための護岸24が建設されている。   Next, the installation state of the suspended curtain wall water-proof membrane assembly 20 will be described. FIG. 10A is a view of the entire coast where the water intake facility using the suspended curtain wall impermeable film assembly 20 is installed as viewed from above, and FIG. It is the II sectional view taken on the line of). 10A, the upper half from the coastline 37 is the sea level 38, and the lower half is the land 39. The arrow indicates the direction in which the waves come. Three revetment works 21, 22, and 23 are performed in a direction substantially perpendicular to the coastline 37, and a suspended curtain wall impermeable film assembly 20 is installed so as to connect the respective tip portions of these revetments. Deep water at a relatively low temperature from the offshore direction of the sea passes through the water intake of the suspended curtain wall impermeable membrane assembly 20 and is stored in a water storage pool (also referred to as “water intake garden”) 29. In the direction of the land of the water storage pool 29, a revetment 24 for the formation of the water storage pool is constructed.

この護岸24の一部に、冷却水導入口41が設けられ、貯水プール29に蓄えられた深層水は、冷却水として火力発電又は原子力発電プラントの復水器(図示せず。)に導かれる。冷却水として利用された深層水は、取水ルートとは別個の放水ルートを通って海域に温排水として放流される。
本実施形態に係る懸垂式カーテンウォール遮水膜組立体20によれば、以上に説明した利点に加えて、従来の遮水版に比較して次のような利点がある。
(1)遮水板が浮体として機能することにより、支持部材が不要になる。
(2)遮水板単体、遮水板単体と遮水膜単体、遮水膜単体の各々が波浪に追従して動揺する構造であるため、これらによる波の反射が少なく、周辺海域に対する影響を小さくすることができる。
(3)遮水板及び遮水膜に対する波力が大幅に低減されることにより、遮水板、遮水膜、係留部材等の強度を減少することができ、建設の初期投資を抑制することができる。
(4)遮水部材を保持するために、従来使用されていた鋼管杭を無くし、簡易な係留部材とすることができるため、取水口の有効幅が増加する。このため、所望の取水口面積を確保する場合、必要水深または幅が小さくなり、その地点の浚渫量を減少することができる。これにより、当該海域の環境への影響を減らすことが出来る。
A cooling water inlet 41 is provided in a part of the revetment 24, and the deep water stored in the water storage pool 29 is led to a condenser (not shown) of a thermal power generation or nuclear power plant as cooling water. . Deep water used as cooling water is discharged into the sea area as thermal drainage through a discharge route that is separate from the intake route.
According to the suspended curtain wall water shielding film assembly 20 according to the present embodiment, in addition to the advantages described above, there are the following advantages compared to the conventional water shielding plate.
(1) Since the water shielding plate functions as a floating body, a support member becomes unnecessary.
(2) Since the structure of the water shielding plate alone, the water shielding plate alone and the water shielding film alone, and the water shielding film follow the waves, the reflection of the waves is small, and the influence on the surrounding sea area is reduced. Can be small.
(3) The wave power to the water shielding plate and the water shielding film is greatly reduced, so that the strength of the water shielding plate, the water shielding film, the mooring member, etc. can be reduced, and the initial investment in construction is suppressed. Can do.
(4) Since the steel pipe pile used conventionally can be eliminated to hold the water-impervious member and a simple mooring member can be obtained, the effective width of the intake port is increased. For this reason, when a desired intake area is secured, the required water depth or width is reduced, and the dredging amount at that point can be reduced. Thereby, the influence on the environment of the said sea area can be reduced.

なお、本発明の用途は、発電プラントの冷却水取得に限定されない。その他の用途、例えば、飲料用の深層水取得の取水口、海水の温度差を利用した海水発電所における低温海水取得の取水口等に対しても利用できることを承知されたい。   In addition, the use of this invention is not limited to the cooling water acquisition of a power plant. It should be noted that the present invention can also be used for other uses, for example, intakes for deep water acquisition for beverages, intakes for low-temperature seawater acquisition at seawater power plants using the temperature difference of seawater, and the like.

以上、本発明に係る懸垂式カーテンウォール遮水膜組立体の実施形態について説明したが、本発明は上述した実施形態に限定されない。当業者は、本発明の技術的範囲のなかで、種々の改変・改良を容易になし得る。本発明の技術的範囲は、特許請求の範囲の記載に基づいて定められる。   As mentioned above, although embodiment of the suspension type curtain wall impermeable film assembly concerning this invention was described, this invention is not limited to embodiment mentioned above. Those skilled in the art can easily make various modifications and improvements within the technical scope of the present invention. The technical scope of the present invention is defined based on the description of the scope of claims.

図1は、従来の重力式構造のカーテンウォール式取水口の杭式構造を説明する図である。FIG. 1 is a diagram for explaining a conventional pile-type structure of a curtain wall intake having a gravity-type structure. 図2は、従来の重力式構造の他のタイプのカーテンウォール式取水口の杭式構造を説明する図である。FIG. 2 is a view for explaining a pile-type structure of another type of curtain wall type water intake of a conventional gravity-type structure. 図3は、図4と共に従来の柔構造のカーテンウォール式取水口を説明する図である。FIG. 3 is a diagram for explaining a curtain wall type water intake having a conventional flexible structure together with FIG. 図4は、図3と共に従来の柔構造のカーテンウォール式取水口を説明する図である。FIG. 4 is a diagram for explaining a curtain wall type water intake having a conventional flexible structure together with FIG. 3. 図5は、本実施形態に係る懸垂式カーテンウォール遮水膜組立体を上方から見た平面図である。FIG. 5 is a plan view of the suspended curtain wall water shielding film assembly according to the present embodiment as viewed from above. 図6は、図5に示す懸垂式カーテンウォール遮水膜組立体の正面図である。FIG. 6 is a front view of the suspended curtain wall water-proof membrane assembly shown in FIG. 図7は、図5のI−I方向から見た断面図である。FIG. 7 is a cross-sectional view seen from the II direction of FIG. 図8は、図5に示す懸垂式カーテンウォール遮水膜組立体の一部を示す斜視図である。FIG. 8 is a perspective view showing a part of the suspended curtain wall water shielding film assembly shown in FIG. 図9は、懸垂式カーテンウォール遮水膜組立体の他の実施形態を示す図である。FIG. 9 is a view showing another embodiment of a suspended curtain wall water barrier membrane assembly. 図10(A)は、図5に示す懸垂式カーテンウォール遮水膜組立体が設置された海岸を全体的に上方から見た図であり、図9(B)は、図9(A)のI−I線断面図である。FIG. 10 (A) is a view of the entire coast where the suspended curtain wall impermeable film assembly shown in FIG. 5 is installed from above, and FIG. 9 (B) is a view of FIG. 9 (A). It is the II sectional view taken on the line.

符号の説明Explanation of symbols

2:水路口、3:カーテンウォール、 4:遮水版(PC版)、 5:鋼管杭、 6:底版コンクリート、 7:遮水版(PC版)、 8:枢支部、 9:アンカー(ボックスカルバート)、 10:深層水取水用の開口部、 11:枢支部、 12:浮体、 13:連結部材、 20:懸垂式カーテンウォール遮水膜組立体、 21,22,23,24:護岸、 25:浮体(遮水板)、 25-1:浮体(遮水板単体)、 26:遮水膜、 26-1遮水膜単体、 27:下端部、 28:海底、 29:貯水プール、 30:上端部、 31:取水口、 32:係留手段(係留ライン)、 34:中間シンカー、 35:海面、 36:上部フロート、 37:海岸線、 38:海洋、 39:陸地、 40:懸垂手段、 41:冷却水導入口、 42:重量調整用ウェイト、

2: Waterway entrance, 3: Curtain wall, 4: Water shielding plate (PC version), 5: Steel pipe pile, 6: Bottom slab concrete, 7: Water shielding plate (PC version), 8: Pivot, 9: Anchor (box) 10: Opening for deep water intake, 11: Pivot, 12: Floating body, 13: Connecting member, 20: Suspended curtain wall impermeable film assembly, 21, 22, 23, 24: Seawall, 25 : Floating body (water shielding plate), 25-1: floating body (water shielding plate alone), 26: water shielding film, 26-1 water shielding film alone, 27: lower end, 28: seabed, 29: water storage pool, 30: Upper end, 31: intake, 32: mooring means (mooring line), 34: intermediate sinker, 35: sea level, 36: upper float, 37: coastline, 38: ocean, 39: land, 40: suspension means, 41: Cooling water inlet 42: Weight adjusting weight,

Claims (17)

浮体として機能する遮水板と該遮水板から懸垂された遮水膜とを有する遮水部材と、
前記遮水部材を水底に対して係留する係留手段とを備え、該遮水部材と該水底の間に取水口を形成する、懸垂式カーテンウォール遮水膜組立体。
A water shielding member having a water shielding plate functioning as a floating body and a water shielding film suspended from the water shielding plate;
A suspended curtain wall water-insulating film assembly comprising mooring means for mooring the water-impervious member with respect to the water bottom, and forming a water intake between the water-impervious member and the water bottom.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記水底は、海底である、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
The suspended bottom curtain wall water-proof membrane assembly, wherein the water bottom is the sea bottom.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記遮水部材を構成する遮水板の高さと遮水膜の高さの割合は、任意に設定できる、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
A hanging curtain wall water shielding film assembly in which the ratio of the height of the water shielding plate constituting the water shielding member and the height of the water shielding film can be arbitrarily set.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記遮水板は、複数個の遮水板単体を分離可能に連結して構成され、該遮水板単体で交換可能となっている、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
The said water-shielding board is a suspended curtain wall water-proof film | membrane assembly comprised by connecting the several water-shielding board separately so that isolation | separation is possible, and this water-shielding board can replace | exchange.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記遮水板は、複数個の遮水板単体を相互に連結して構成され、この連結手段は耐食性向上の処理が施されている、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
The water shielding plate is constituted by connecting a plurality of single water shielding plates to each other, and the connecting means is a suspended curtain wall water shielding film assembly that is subjected to a treatment for improving corrosion resistance.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記遮水板は複数個の遮水板単体を相互に連結して構成され、漏水を防止するため、隣接遮水板の間にフレキシブル遮水性連結部材が取り付けられている、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
The water shielding plate is formed by connecting a plurality of water shielding plates alone, and a flexible water shielding connecting member is attached between adjacent water shielding plates to prevent water leakage. Assembly.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記遮水膜は、複数枚の遮水膜を分離可能に連結して構成され、該遮水膜単体で交換可能となっている、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
The said water barrier film is a suspended curtain wall water barrier film assembly which is constituted by connecting a plurality of water barrier films so as to be separable and can be replaced by the water barrier film alone.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記遮水膜は、前記遮水板に対して分離可能な懸垂手段で接続して、波浪に追従して動揺可能になっている、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
A suspended curtain wall water shielding film assembly, wherein the water shielding film is connected to the water shielding plate by a detachable suspension means so as to be able to swing following a wave.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記遮水板は、外壁及び隔壁を軽量コンクリートで形成し、内部空間には発泡スチロールを充填している、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
The said water shielding board is a suspension type curtain wall water-proof membrane assembly which forms an outer wall and a partition with lightweight concrete, and is filling the interior space with a polystyrene foam.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記遮水板の底面に凹部が形成され、該凹部に前記遮水膜の懸垂部材が入り込んでいる、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
A suspended curtain wall water shielding film assembly, wherein a concave portion is formed on a bottom surface of the water shielding plate, and a suspension member of the water shielding film enters the concave portion.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記係留手段は、チェーン又はワイヤからなる、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
The mooring means is a suspended curtain wall water-proof membrane assembly comprising a chain or a wire.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記係留手段は、海底に固定されたアンカーに繋がれている、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
The mooring means is a suspended curtain wall impermeable film assembly connected to an anchor fixed to the seabed.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体において、
前記係留手段は、海底に固定されたアンカーに繋がれ、その中間部に中間シンカーが設けられている、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water-proof membrane assembly according to claim 1,
The mooring means is connected to an anchor fixed to the seabed, and an intermediate sinker is provided at an intermediate portion thereof.
一部に浮体を有する遮水部材と、
前記遮水部材を漂流しないように係留する係留手段とを備え、
前記遮水部材の下端部の下方に取水口を形成して、該遮水部材により比較的浅層の海水の流入を阻止しながら、該取水口を通して比較的深層の海水を選択的に取水する、懸垂式カーテンウォール遮水膜組立体。
A water shielding member having a floating body in part,
Mooring means for mooring the water shielding member so as not to drift,
A water intake is formed below the lower end portion of the water-impervious member, and relatively shallow seawater is selectively taken in through the water intake while the water-impervious member prevents inflow of relatively shallow seawater. Suspended curtain wall water barrier membrane assembly.
請求項14に記載の懸垂式カーテンウォール遮水膜組立体において、
前記一部に浮体を有する遮水部材は、浮体として機能する遮水板と該遮水板に懸垂する遮水膜とを有している、懸垂式カーテンウォール遮水膜組立体。
The suspended curtain wall water barrier membrane assembly according to claim 14,
The suspended curtain wall water shielding film assembly, wherein the water shielding member having a floating body in part includes a water shielding plate functioning as a floating body and a water shielding film suspended from the water shielding plate.
海岸線にほぼ垂直に延在する少なくとも二列の護岸と、
前記護岸間に亘って設けられた請求項1又は14に記載の懸垂式カーテンウォール遮水膜組立体と、
前記懸垂式カーテンウォール遮水膜組立体より海岸側に形成され、前記懸垂式カーテンウォール遮水膜組立体を通って流入する深層水を貯えた貯水プールと、
前記貯水プールの深層水をプラントへ冷却水として導入する冷却水導入口を備えた、取水施設。
At least two rows of revetments extending almost perpendicular to the coastline,
The suspended curtain wall impermeable film assembly according to claim 1 or 14 provided between the revetments,
A water storage pool that is formed on the shore side from the suspended curtain wall impermeable membrane assembly and stores deep water flowing through the suspended curtain wall impermeable membrane assembly;
A water intake facility provided with a cooling water inlet for introducing deep water of the water storage pool into the plant as cooling water.
請求項1に記載の懸垂式カーテンウォール遮水膜組立体の設置方法において、
船舶により、係留部材を取り付けたアンカーを所定の海底に据え付ける工程と、
予め遮水膜を取り付けた浮体を所定の位置まで曳航して、アンカーと、中間シンカーと、該浮体とを、係留部材で連結する工程と、
前記浮体を設置する工程と、
遮水膜を前記浮体から垂らす工程と、
前記浮体同士を相互に連結する工程とを含む、設置方法。
In the installation method of the suspension type curtain wall impermeable film assembly according to claim 1,
A step of installing an anchor with a mooring member on a predetermined seabed by a ship;
Towing a floating body to which a water shielding film has been attached in advance to a predetermined position, and connecting the anchor, the intermediate sinker, and the floating body with a mooring member;
Installing the floating body;
Dipping a water shielding film from the floating body;
A step of connecting the floating bodies to each other.
JP2004353178A 2004-12-06 2004-12-06 Suspended curtain-wall impervious-membrane assembly and its installation method Pending JP2006161371A (en)

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Cited By (3)

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Publication number Priority date Publication date Assignee Title
WO2014064763A1 (en) * 2012-10-23 2014-05-01 NAKAISHI Masanori Method for controlling melting of arctic ice
CN108104076A (en) * 2017-12-08 2018-06-01 中国电建集团中南勘测设计研究院有限公司 A kind of flexible stop water for reducing current leakage rate at the side wall of water blocking curtain wall lower end
CN111455947A (en) * 2020-05-13 2020-07-28 中国电建集团贵阳勘测设计研究院有限公司 Automatic hierarchical water intaking system

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