JPH0868067A - Infiltration groundwater removal device in heat storage tank - Google Patents
Infiltration groundwater removal device in heat storage tankInfo
- Publication number
- JPH0868067A JPH0868067A JP6207168A JP20716894A JPH0868067A JP H0868067 A JPH0868067 A JP H0868067A JP 6207168 A JP6207168 A JP 6207168A JP 20716894 A JP20716894 A JP 20716894A JP H0868067 A JPH0868067 A JP H0868067A
- Authority
- JP
- Japan
- Prior art keywords
- storage tank
- heat storage
- water collecting
- water
- tank
- 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
Links
Abstract
(57)【要約】
【目的】 コンクリート建造物の地下部分に設置される
蓄熱槽において、浸入地下水排除用集水路部を形成し、
槽内のコンクリート壁と、断熱材および防水シートある
いは防水板等の防水材との間に浸入した地下水を槽外に
円滑に排出する。集水路部を形成する集水用チャンネル
材の製造を容易かつ安価なものとし、材料費を安くしか
つ施工を簡単なものとして、蓄熱槽の施工コストを低減
する。
【構成】 蓄熱槽2 の底壁3 上面に、断熱材7 の厚みに
略等しい高さを有する所要数の横断面逆U形の集水用チ
ャンネル材11が、隣り合うもの同志互いに端部を突き合
わせるようにして直列状に配置されている。各集水用チ
ャンネル材11の前後両端部の左右両側壁11a,11a に側壁
コーナー切除部12,12 が設けられ、集水用チャンネル材
11,11 の突合わせ部分に、集水路部13内に通じる側面よ
りみて略三角形状の通水部14がトンネル状に形成されて
いる。
(57) [Summary] [Purpose] In the heat storage tank installed in the underground part of the concrete structure, form a water intake channel for infiltration of groundwater,
The groundwater that has entered between the concrete wall inside the tank and the waterproof material such as the heat insulating material and the waterproof sheet or the waterproof plate is smoothly discharged out of the tank. (EN) Manufacturing of a water collecting channel material forming a water collecting channel portion is made easy and inexpensive, material cost is made low and construction is made easy, and construction cost of a heat storage tank is reduced. [Structure] On the upper surface of the bottom wall 3 of the heat storage tank 2, a required number of water collecting channel members 11 having an inverted U-shaped cross section and having a height substantially equal to the thickness of the heat insulating material 7 are arranged adjacent to each other at their end portions. They are arranged in series so as to abut each other. Side wall corner cutouts 12 and 12 are provided on both left and right side walls 11a and 11a at both front and rear ends of each water collecting channel material 11.
A water passage 14 having a substantially triangular shape when seen from the side surface communicating with the inside of the water collection passage 13 is formed in a tunnel shape at the abutting portion of 11, 11.
Description
【0001】[0001]
【産業上の利用分野】この発明は、蓄熱槽における浸入
地下水の排除装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for removing infiltrated groundwater in a heat storage tank.
【0002】[0002]
【従来の技術】従来、コンクリート建造物の地下部分に
設けられた蓄熱槽の底壁および周側壁の内面に断熱材が
所要部分固定された状態に敷設されるとともに、断熱材
の表面に防水シートが所要部分固定された状態に張設せ
られた蓄熱槽は、既に知られている。2. Description of the Related Art Conventionally, a heat insulating material is laid on the inner surfaces of a bottom wall and a peripheral side wall of a heat storage tank provided in an underground portion of a concrete structure, and a waterproof sheet is provided on the surface of the heat insulating material. A heat storage tank in which a required portion is fixedly stretched is already known.
【0003】[0003]
【発明が解決しようとする課題】従来の上記蓄熱槽にお
いては、通常、槽内に水が貯えられていて、収容水によ
り防水シートがコンクリート壁や断熱材の表面に密着し
ている場合には、外部からの地下水が槽内に浸入し難い
ものであるが、例えば蓄熱槽のコンクリート壁に亀裂が
生じたような場合、あるいは槽外側の地下水の水圧が槽
内の水圧より高いような場合には、槽内に地下水が浸入
し、これが槽底壁と防水シートとの間、あるいは槽底壁
と、断熱材および防水シートとの間に滞留した。これに
より、底壁に固定された鋼板製接合体およびその固定金
具の腐食が促進され、防水シートの固定部分がコンクリ
ート壁より外れたり、さらには防水シートが破れたりす
るおそれがあるという問題があった。In the conventional heat storage tank described above, when water is usually stored in the tank and the waterproof sheet adheres to the concrete wall or the surface of the heat insulating material due to the stored water, , It is difficult for groundwater from the outside to enter the tank, but for example, when the concrete wall of the heat storage tank is cracked or when the groundwater pressure outside the tank is higher than the water pressure inside the tank. The groundwater invaded the tank, and the groundwater stayed between the tank bottom wall and the waterproof sheet or between the tank bottom wall and the heat insulating material and the waterproof sheet. As a result, corrosion of the steel plate bonded body fixed to the bottom wall and its fixing metal fittings is promoted, and there is a problem that the fixed portion of the waterproof sheet may come off from the concrete wall or the waterproof sheet may be broken. It was
【0004】このような問題を解決するため、本出願人
は先に、蓄熱槽の防水シート下側の底壁上面に、断熱材
の厚みに略等しい高さを有する横断面逆U形の集水用チ
ャンネル材を、隣り合うもの同志互いに端部同志を突き
合わせるようにして配置することにより、集水路部を形
成した浸入地下水の排除装置を提案した(実公平1−1
8551号公報参照)。In order to solve such a problem, the present applicant has previously found that a reverse U-shaped cross section having a height substantially equal to the thickness of the heat insulating material is formed on the upper surface of the bottom wall of the heat storage tank below the waterproof sheet. We proposed a device for removing infiltrated groundwater in which water channels are formed by arranging adjacent channel members so that their end portions abut each other.
(See Japanese Patent No. 8551).
【0005】しかしながら、この先提案による浸入地下
水の排除装置によれば、両側壁の下縁部に側面よりみて
逆U形の多数の通水用切欠きを所定間隔おきに形成した
集水用チャンネル材を使用しているため、チャンネル材
の形状が複雑であり、その製造にあたっては、特殊形状
の金型を用いて、例えば注型法により個々に製造する
か、または引抜き材あるいは押出形材よりなる横断面逆
U形のチャンネル材の両側壁の下縁部を切削して、逆U
形の多数の通水用切欠きを所定間隔おきに形成するかし
て製造しなければならず、従って集水用チャンネル材の
製造が非常に面倒であり、ひいては浸入地下水の排除機
能を有する蓄熱槽の施工コストが高くつくという問題
が、新たに生じた。However, according to the previously proposed infiltration groundwater removing device, the water collecting channel material is formed with a plurality of inverted U-shaped notches for water passage at predetermined intervals at the lower edges of the side walls. Since the channel material has a complicated shape, it is manufactured individually using a mold of a special shape, for example, by a casting method, or is made of a drawn material or an extruded material. Cut the lower edges of both side walls of a channel material with an inverted U-shaped cross section
Must be manufactured by forming a large number of water-cutting notches at regular intervals, so that the production of the channel material for collecting water is very troublesome, and by extension, the heat storage that has the function of eliminating infiltration groundwater. There was a new problem that the construction cost of the tank was high.
【0006】この発明の目的は、上記の問題を解決し、
集水用チャンネル材を、引抜き材および押出形材よりな
る長尺材からきわめて容易にかつ安価に製造することが
できて、材料費が安くつき、ひいては浸入地下水の排除
機能を有する蓄熱槽の施工コストがやすくつき、勿論、
蓄熱槽内のコンクリート壁と、断熱材および防水シート
または防水板等の防水材との間に浸入した地下水を非常
に円滑に蓄熱槽の外部に排出することができるととも
に、施工が簡単であり、しかも断熱性が良好で、すぐれ
た蓄熱作用を保持し得る、蓄熱槽における浸入地下水の
排除装置を提供しようとするにある。The object of the present invention is to solve the above problems,
The channel material for collecting water can be manufactured very easily and cheaply from a long material consisting of drawn material and extruded shape material, the material cost is low, and eventually the construction of a heat storage tank having a function of eliminating infiltrated groundwater. Cost is easy, of course,
The concrete wall in the heat storage tank and the groundwater that entered between the heat insulating material and the waterproof material such as the waterproof sheet or the waterproof plate can be discharged very smoothly to the outside of the heat storage tank, and the construction is simple, Moreover, it is an object of the present invention to provide a device for eliminating infiltrated groundwater in a heat storage tank, which has a good heat insulating property and can maintain an excellent heat storage effect.
【0007】[0007]
【課題を解決するための手段】この発明は、上記の目的
を達成するために、コンクリート建造物の地下部分に設
けられた蓄熱槽の底壁および周側壁の内面に断熱材が敷
設されるとともに、断熱材の表面に防水材が敷設され、
防水材下側の槽底壁上面に、断熱材の厚みに略等しい高
さを有する所要数の横断面逆U形の集水用チャンネル材
が、隣り合うもの同志互いに前端部と後端部を突き合わ
せるようにして直列状に配置されることにより、集水路
部が形成されている蓄熱槽において、各集水用チャンネ
ル材の前後両端部の左右両側壁に側壁コーナー切除部が
設けられ、隣り合う集水用チャンネル材の突合わせ部分
に、両チャンネル材の側壁コーナー切除部によって集水
路部内に通じる側面よりみて略三角形状の通水部がトン
ネル状に形成されていることを特徴とする、蓄熱槽にお
ける浸入地下水の排除装置を要旨としている。In order to achieve the above object, the present invention provides a heat insulating material laid on the inner surfaces of the bottom wall and the peripheral side wall of a heat storage tank provided in the underground portion of a concrete structure. , Waterproof material is laid on the surface of the heat insulating material,
On the upper surface of the bottom wall of the bottom of the waterproof material, a required number of water collecting channel members having a reverse U-shaped cross section and having a height approximately equal to the thickness of the heat insulating material are arranged adjacent to each other, and the front end portion and the rear end portion thereof are connected to each other. In the heat storage tank in which the water collecting passages are formed by arranging them in series so that they are abutted against each other, side wall corner cutouts are provided on the left and right side walls at the front and rear ends of each water collecting channel member, and In the abutting portion of the water collecting channel material that fits, a substantially triangular water passage is formed in a tunnel shape as seen from the side surface that communicates with the side wall corner cutouts of both channel materials, and is seen from the side surface. The main point is a device for removing infiltrated groundwater in a heat storage tank.
【0008】なお、上記において、この発明による蓄熱
槽における浸入地下水の排除装置は、蓄熱槽の底壁に敷
設された断熱材の表面に防水シートを所要部分固定され
た状態に張設するいわゆる絶縁工法により形成された蓄
熱槽だけでなく、槽底壁上の断熱材の表面に、繊維強化
プラスチック(FRP)板、あるいは硬質塩化ビニル樹
脂板等の硬質合成樹脂板よりなる防水板を敷設する断熱
防水工法により形成された蓄熱槽にも同様に適用される
ものである。In the above, the apparatus for removing infiltrated groundwater in a heat storage tank according to the present invention is a so-called insulation in which a waterproof sheet is stretched in a fixed state on a surface of a heat insulating material laid on the bottom wall of the heat storage tank. Not only the heat storage tank formed by the construction method, but also the heat insulation on the surface of the heat insulating material on the bottom wall of the tank, laying a waterproof plate made of a hard synthetic resin plate such as a fiber reinforced plastic (FRP) plate or a hard vinyl chloride resin plate. The same applies to a heat storage tank formed by a waterproof method.
【0009】ここで、繊維強化プラスチック(FRP)
板、あるいは硬質塩化ビニル樹脂板等の硬質合成樹脂板
よりなる防水板は、これを予め断熱材の表面に張り付け
て一体化しておき、この防水板付き断熱材を槽底壁の上
面に敷設することもある。Here, fiber reinforced plastic (FRP)
A plate or a waterproof plate made of a hard synthetic resin plate such as a hard vinyl chloride resin plate is attached to the surface of the heat insulating material in advance and integrated, and the heat insulating material with the waterproof plate is laid on the upper surface of the bottom wall of the tank. Sometimes.
【0010】この場合には、断熱材に上記集水用チャン
ネル材を嵌め入れる間隙を予め形成しておき、防水板付
き断熱材を槽底壁の上面に敷設するさいに、その間隙に
集水用チャンネル材を嵌め入れて、防水板付き断熱材と
集水用チャンネル材とを同時に敷設した後、防水板付き
断熱材を固定具により槽底壁に固定すれば良い。In this case, a gap for fitting the water collecting channel material is formed in advance in the heat insulating material, and when the heat insulating material with the waterproof plate is laid on the upper surface of the bottom wall of the tank, water is collected in the gap. After inserting the channel material for water and laying the heat insulating material with the waterproof plate and the channel material for collecting water at the same time, the heat insulating material with the waterproof plate may be fixed to the bottom wall of the tank by the fixture.
【0011】[0011]
【作用】上記蓄熱槽においては、例えば蓄熱槽のコンク
リート壁に亀裂が生じたような場合、あるいは槽外側の
地下水の水圧が槽内の水圧より高いような場合に、槽内
に浸入した地下水は、合成樹脂製防水シート、繊維強化
プラスチック(FRP)板あるいは硬質合成樹脂板より
なる防水板等の防水材の下側の槽底壁上面に設けられた
集水路部内に集められる。このとき、各集水用チャンネ
ル材の突合わせ部分に形成された側面よりみて略三角形
状のトンネル状の通水部により、浸入地下水の収集がき
わめて円滑に行なわれ、浸入地下水は集水路部内に速や
かに集められ、蓄熱槽に隣接する地下水貯留槽(湧き水
槽)から、連続的にあるいは周期的に作動するポンプに
より、槽外部へと排出されるものである。In the above heat storage tank, when the concrete wall of the heat storage tank is cracked, or when the water pressure of the groundwater outside the tank is higher than the water pressure in the tank, the groundwater that has entered the tank is , A synthetic resin waterproof sheet, a fiber reinforced plastic (FRP) plate, or a waterproof plate made of a hard synthetic resin plate. At this time, the inflowing groundwater is collected very smoothly by the tunnel-shaped water passage part that is a substantially triangular shape as seen from the side face formed at the abutting part of each water collecting channel material, and the infiltration groundwater is collected in the water collection channel part. It is quickly collected and discharged from the groundwater storage tank (spring water tank) adjacent to the heat storage tank to the outside of the tank by a pump that operates continuously or periodically.
【0012】なお、蓄熱槽内部の集水路部を形成する集
水用チャンネル材は、例えば合成樹脂の引抜き材または
押出形材よりなる長尺材を所定長さに切断し、かつその
前後両端部の左右両側壁のコーナー部分を斜めに切り落
とすことにより、簡単につくることができ、側壁コーナ
ー切除部を有する集水用チャンネル材の製造コストが安
くついて、ひいては浸入地下水の排除機能を有する蓄熱
槽の施工コストが安くつくものである。The water collecting channel material that forms the water collecting passage portion inside the heat storage tank is obtained by cutting a long material made of, for example, a synthetic resin drawn material or extruded shape material to a predetermined length, and both front and rear ends thereof. It can be easily made by cutting off the corners of the left and right side walls diagonally, and the manufacturing cost of the channel material for collecting water with the side wall corner cutout is low, and eventually the heat storage tank with the function of eliminating infiltration groundwater. Construction costs are low.
【0013】[0013]
【実施例】つぎに、この発明の実施例を図面に基づいて
詳しく説明する。Embodiments of the present invention will now be described in detail with reference to the drawings.
【0014】まず図2と図3において、コンクリート製
の建造物(1) の地下部分に、平面よりみて方形の4つの
蓄熱槽(2) が設けられている。各蓄熱槽(2) は、コンク
リート製の底壁(3) と周側壁(4) および上壁(5) によっ
て囲まれており、蓄熱槽(2)の底壁(3) と周側壁(4) の
内面に断熱材(7) が所要部分固定された状態に敷設され
ている。これら底壁(3) と周側壁(4) の断熱材(7) の表
面には、防水シート(6) が可塑剤移行防止シート(クロ
スシート)(8) を介して全面に渡って被せられ(図4と
図5参照)、防水シート(6) と可塑剤移行防止シート
(8) のそれぞれ所要部分が、接合体(9) (10)を介して底
壁(3) および周側壁(4) に固定され、接合体(9) (10)は
固定具(16)によって槽底壁(3) と周側壁(4) に所要部分
固定された状態に張設されていて、蓄熱槽(2) がいわゆ
る絶縁工法により形成されているものである。First, in FIGS. 2 and 3, four heat storage tanks (2), which are rectangular in plan view, are provided in the underground portion of the concrete structure (1). Each heat storage tank (2) is surrounded by a concrete bottom wall (3), a side wall (4) and a top wall (5), and the bottom wall (3) and the side wall (4) of the heat storage tank (2) are surrounded. The heat insulating material (7) is laid on the inner surface of () with the required part fixed. The surface of the heat insulating material (7) of these bottom wall (3) and peripheral side wall (4) is covered with a waterproof sheet (6) over the entire surface through a plasticizer migration prevention sheet (cross sheet) (8). (See Figures 4 and 5), waterproof sheet (6) and plasticizer migration prevention sheet
Each required part of (8) is fixed to the bottom wall (3) and the peripheral side wall (4) via the joints (9) (10), and the joints (9) (10) are fixed by the fixtures (16). The heat storage tank (2) is stretched so that the required parts are fixed to the tank bottom wall (3) and the peripheral side wall (4), and the heat storage tank (2) is formed by a so-called insulation method.
【0015】防水シート(6) 下側の槽底壁(3) 上面に、
断熱材(7) の厚みに略等しい高さを有する所要数の横断
面逆U形の集水用チャンネル材(11)(図5参照)が、隣
り合うもの同志互いに前端部と後端部を突き合わせるよ
うにして直列状に配置されることにより、集水路部(13)
が形成されている。この実施例では、蓄熱槽(2) の底壁
(3) 上面の幅中央部に全長にわたって集水路部(13a) が
設けられるとともに、その集水路部(13a) の長さの中央
より分岐状に集水路部(13b) が設けられていて、平面よ
りみて略T形に配置せられている。On the upper surface of the bottom wall (3) of the waterproof sheet (6),
A required number of water collecting channel members (11) having an inverted U-shaped cross section (see FIG. 5) having a height approximately equal to the thickness of the heat insulating material (7) are arranged adjacent to each other, and the front end portion and the rear end portion are connected to each other. By arranging them in series so as to abut on each other, the water collection channel (13)
Are formed. In this example, the bottom wall of the heat storage tank (2)
(3) The water collection channel (13a) is provided over the entire length in the center of the width of the upper surface, and the water collection channel (13b) is branched from the center of the length of the water collection channel (13a). They are arranged in a substantially T shape when viewed from the plane.
【0016】図1、図4と図6に詳しく示すように、各
集水用チャンネル材(11)の前後両端部の左右両側壁(11
a)(11a)に側壁コーナー切除部(12)(12)が設けられ、隣
り合う集水用チャンネル材(11)(11)の突合わせ部分に、
両チャンネル材(11)(11)の側壁コーナー切除部(12)(12)
によって集水路部(13)内に通じる側面よりみて略三角形
状の通水部(14)がトンネル状に形成されているものであ
る。As shown in detail in FIGS. 1, 4 and 6, the left and right side walls (11) at both front and rear ends of each water collecting channel material (11).
Side wall corner cutouts (12) and (12) are provided on a) and (11a), and at the abutting portions of the adjacent water collecting channel materials (11) and (11),
Side wall corner cutouts (12) (12) of both channel materials (11) (11)
The water passage portion (14) having a substantially triangular shape when viewed from the side surface communicating with the water collection passage portion (13) is formed in a tunnel shape.
【0017】ここで、集水路部(13)を形成する集水用チ
ャンネル材(11)は、塩化ビニル樹脂の引抜き材または押
出形材よりなる長尺材を所定長さに切断して、その前後
両端部の左右両側壁(11a)(11a)のコーナー部分を45°
の角度で斜めに切り落とすことにより、側壁コーナー切
除部(12)(12)が形成されたものである。Here, the water collecting channel material (11) forming the water collecting passage portion (13) is obtained by cutting a long material made of a vinyl chloride resin drawing material or an extruded material into a predetermined length. The corners of both left and right side walls (11a) (11a) at both front and rear ends are 45 °
The side wall corner cutouts (12) and (12) are formed by cutting off at an angle of.
【0018】また、隣り合う集水用チャンネル材(11)(1
1)同志が、互いに前端部と後端部を突き合わせるように
して直列状に配置されるさい、前端部と後端部との間に
若干の間隙(15)があけられて、カールプラグよりなる固
定具(16)が介在されており、平面よりみて円形の接合体
(9) が、隣り合う集水用チャンネル材(11)(11)同志の端
部の上面に渡されて配置され、固定具(16)により槽底壁
(3) に固定せられている。Further, adjacent water collecting channel members (11) (1
1) When the comrades are arranged in series so that the front end and the rear end face each other, a slight gap (15) is opened between the front end and the rear end, A fixed joint (16) is interposed, which is a circular joined body when seen from the plane.
(9) is placed across the upper surface of the ends of the adjacent water collecting channel materials (11) and (11), and the bottom wall of the tank is fixed by the fixture (16).
It is fixed to (3).
【0019】なお、カールプラグよりなる固定具(16)
は、下端部に開脚部を有する合成樹脂製の開脚用外筒(1
7)と、鋼製の木ねじ(18)とで構成せられている。固定具
(16)としては、その他、開脚釘等を使用しても良い。A fixing tool (16) made of a curl plug
Is a synthetic resin open-ended outer cylinder (1
7) and steel wood screws (18). Fixture
As (16), open leg nails may be used.
【0020】なお、接合体としては、蓄熱槽(2) の底壁
(3) および周側壁(4) の中間部分では、上記のように、
円形の接合体(9) (図1参照)、あるいはまた平たい帯
板状の接合体を使用する。また槽底壁(3) と周側壁(4)
の角部には、横断面略L形の帯板状の接合体(10)(図7
参照)を使用する。The joint body is the bottom wall of the heat storage tank (2).
In the middle part of (3) and the side wall (4), as described above,
Use circular joints (9) (see Fig. 1) or flat strip joints. Also, the tank bottom wall (3) and peripheral side wall (4)
At the corners of the strip-shaped joined body (10) having a substantially L-shaped cross section (see FIG. 7).
See).
【0021】また図2、図3、図5および図7に示すよ
うに、上記建造物(1) の左側縁部には、側壁(4) を介し
て蓄熱槽(2) と反対側に位置する貯留槽(湧き水槽)(2
2)が設けられている。そして、蓄熱槽(2) の底壁(3) 上
面に設けられた集水路部(13)の先端部と交差する槽側壁
(4) 下端部に、具体的には、相互に隣り合う蓄熱槽(2)
(2)同志の間、および蓄熱槽(2) と貯留槽(22)との間の
槽側壁(4) 下端部に、それぞれ排水孔(20)が貫通状にあ
けられていて、集水路部(13)の先端が連通せしめられて
いる。これらの排水孔(20)は、槽側壁(4) 下端部にあけ
られた貫通孔に、横断面略半円形の塩化ビニル樹脂製の
孔壁構成部材(21)が嵌め込まれることにより、形成され
たものである。As shown in FIGS. 2, 3, 5, and 7, the left edge of the building (1) is located on the side opposite to the heat storage tank (2) through the side wall (4). Storage tank (spring water tank) (2
2) is provided. Then, the side wall of the heat storage tank (2) that intersects with the tip of the water collection channel (13) provided on the upper surface of the bottom wall (3) of the tank.
(4) At the lower end, specifically, heat storage tanks adjacent to each other (2)
(2) Drainage holes (20) are drilled through at the bottom of the side wall (4) between the heat storage tank (2) and the storage tank (22). The tip of (13) is connected. These drain holes (20) are formed by fitting a hole wall component member (21) made of vinyl chloride resin having a substantially semicircular cross section into the through hole formed at the lower end of the tank side wall (4). It is a thing.
【0022】上記建造物(1) の左側縁部において、側壁
(4) 下端部の排水孔(20)からの地下水を受け入れる貯留
槽(湧き水槽)(22)内に、下端にポンプ(P) を具備した
地下水吸上げ管(23)が備えられ、この地下水吸上げ管(2
3)の上端部は、図示しない適宜の排水路に連絡せられて
いる。On the left side edge of the building (1), the side wall
(4) A groundwater suction pipe (23) equipped with a pump (P) at the lower end is provided in a storage tank (spring water tank) (22) that receives groundwater from the drain hole (20) at the lower end. Suction pipe (2
The upper end of 3) is connected to an appropriate drainage channel (not shown).
【0023】なお、上記断熱材(7) としては、例えばポ
リスチロール、ポリ塩化ビニル、ポリウレタン、ポリエ
チレン等の樹脂発泡体を使用するが、これらのうち、と
くにポリスチロール発泡体を使用するのが経済的に有利
である。断熱材(7) の厚みは約25〜100mm である。As the heat insulating material (7), for example, resin foam such as polystyrene, polyvinyl chloride, polyurethane and polyethylene is used. Of these, it is economical to use polystyrene foam. Is advantageous. The thickness of the heat insulating material (7) is about 25 to 100 mm.
【0024】また防水シート(6) としては、軟質ポリ塩
化ビニル、ポリエチレン、ポリプロピレン等の熱可塑性
合成樹脂製シート、あるいは非加硫ゴム系シート、ゴム
アスファルト系シート等を使用するが、とくに接着性の
点で軟質ポリ塩化ビニル製シートを使用するのが好まし
い。この防水シート(6) の厚みは通常約1.0 〜2.0mmで
ある。As the waterproof sheet (6), a sheet made of thermoplastic synthetic resin such as soft polyvinyl chloride, polyethylene, polypropylene or the like, a non-vulcanized rubber type sheet, a rubber asphalt type sheet or the like is used. In this respect, it is preferable to use a soft polyvinyl chloride sheet. The thickness of this waterproof sheet (6) is usually about 1.0 to 2.0 mm.
【0025】可塑剤移行防水シート(8) は、上記防水シ
ート(6) が例えば軟質塩化ビニルシートよりなり、かつ
断熱材(7) がポリスチロールまたはポリ塩化ビニルの発
泡体よりなるものである場合に使用されるもので、この
ような可塑剤移行防止シート(8) としては、例えばポリ
エチレンもしくはポリプロピレン等の樹脂の発泡体と織
布との複合体(クロスシート)、またはこれら樹脂のフ
イルムを使用する。In the plasticizer-transfer waterproof sheet (8), the waterproof sheet (6) is made of, for example, a soft vinyl chloride sheet, and the heat insulating material (7) is made of a foam of polystyrene or polyvinyl chloride. As the plasticizer migration prevention sheet (8), for example, a composite of a foam of resin such as polyethylene or polypropylene and a woven cloth (cross sheet), or a film of these resins is used. To do.
【0026】また接合体(9) (10)としては、硬質または
半硬質の合成樹脂板、金属板、あるいは接着性を良くす
るために塩化ビニル樹脂を片面もしくは両面に被覆した
鋼板等の板材を使用する。Further, as the joined body (9) (10), a hard or semi-hard synthetic resin plate, a metal plate, or a plate material such as a steel plate coated with vinyl chloride resin on one side or both sides to improve adhesiveness use.
【0027】防水シート(6) を接合体(9) (10)に接合す
る接着剤としては、エポキシ系、ウレタン系およびゴム
系接着剤等を使用し得るが、とくに防水シート(6) と接
合体(9) (10)の接合面とが共に塩化ビニル樹脂からなる
場合には、テトラヒドロフラン単独、あるいはテトラヒ
ドロフランに少量の塩化ビニル樹脂を溶解した溶剤型接
着剤を使用すれば、耐久性にすぐれた接着効果を生じる
ので、好ましい。As the adhesive for joining the waterproof sheet (6) to the joined bodies (9) and (10), epoxy-based, urethane-based, and rubber-based adhesives can be used, but especially the waterproof sheet (6) is bonded. When both the joint surfaces of the bodies (9) and (10) are made of vinyl chloride resin, excellent durability can be obtained by using tetrahydrofuran alone or a solvent-type adhesive prepared by dissolving a small amount of vinyl chloride resin in tetrahydrofuran. It is preferable because it produces an adhesive effect.
【0028】上記において、蓄熱槽(2) のコンクリート
製の側壁(4) の亀裂等から浸入した地下水は、防水シー
ト(6) 下側の断熱材(7) と側壁(4) との間を移行して、
底壁(3) に至り、そこで底壁(3) の亀裂等から浸入した
地下水と合流する。これらの浸入地下水は、蓄熱槽(2)
内において、防水シート(6) 下側の槽底壁(3) 上面に、
断熱材(7) の厚みに略等しい高さを有する所要数の横断
面逆U形の集水用チャンネル材(11)が、隣り合うもの同
志互いに前端部と後端部を突き合わせるようにして直列
状に配置されることにより形成された集水路部(13)内に
集められる。In the above, groundwater that has entered through the cracks of the concrete side wall (4) of the heat storage tank (2) flows between the heat insulating material (7) below the waterproof sheet (6) and the side wall (4). Migrate,
It reaches the bottom wall (3), where it joins with the groundwater that has entered through cracks in the bottom wall (3). These infiltrated groundwater are stored in the heat storage tank (2).
Inside the bottom of the tarpaulin (6) bottom wall (3),
Make sure that the required number of water collecting channel members (11) having a reverse U-shaped cross section and having a height approximately equal to the thickness of the heat insulating material (7) are adjacent to each other, with their front and rear ends abutting each other. The water is collected in the water collection channel part (13) formed by being arranged in series.
【0029】このとき、各集水用チャンネル材(11)の前
後両端部の左右両側壁(11a)(11a)に側壁コーナー切除部
(12)(12)が設けられていて、隣り合う集水用チャンネル
材(11)(11)の突合わせ部分に、両チャンネル材(11)(11)
の側壁コーナー切除部(12)(12)によって集水路部(13)内
に通じる側面よりみて略三角形状の通水部(14)がトンネ
ル状に形成されているから、浸入地下水の収集がきわめ
て円滑に行なわれ、浸入地下水は集水路部(13)内に速や
かに集められる。At this time, side wall corner cutouts are formed on the left and right side walls (11a) (11a) at both front and rear ends of each water collecting channel material (11).
(12) (12) is provided, both channel materials (11) (11) at the abutting part of adjacent water collecting channel materials (11) (11)
Due to the side wall corner cutouts (12) (12), the water passage (14), which has a substantially triangular shape when viewed from the side that leads to the inside of the water collection channel (13), is formed like a tunnel, so the collection of infiltrated groundwater is extremely difficult. It is carried out smoothly and the infiltrated groundwater is quickly collected in the water collection channel (13).
【0030】さらに浸入地下水は、この集水路部(13)の
先端より蓄熱槽(2) の側壁(4) に設けられた排水孔(20)
を通って蓄熱槽(2) に隣接する地下水貯留槽(湧き水
槽)(22)に至り、この貯留槽(22)内に溜められる。そし
て地下水は、連続的にあるいは周期的に作動するポンプ
(P) により、外部へと排出されるものである。Further, the infiltrated groundwater is drained from the tip of the water collecting channel (13) to the drain hole (20) provided on the side wall (4) of the heat storage tank (2).
It passes through to the groundwater storage tank (spring water tank) (22) adjacent to the heat storage tank (2) and is stored in this storage tank (22). And groundwater is a pump that operates continuously or periodically.
It is discharged to the outside by (P).
【0031】なおこのように、蓄熱槽(2) の底壁(3) 表
面の浸入地下水を、蓄熱槽(2) 外側の地下水貯留槽(22)
に排出するので、吸上げ管(23)やポンプ(P) 等にトラブ
ルが生じたような場合にもこれを容易に補修することが
でき、維持管理をきわめて簡単にかつ確実に行なうこと
ができる。As described above, the infiltrated groundwater on the surface of the bottom wall (3) of the heat storage tank (2) is stored in the groundwater storage tank (22) outside the heat storage tank (2).
Since it is discharged to the suction pipe, even if there is a problem with the suction pipe (23), pump (P), etc., it can be easily repaired and maintenance can be performed very easily and reliably. .
【0032】また蓄熱槽(2) の施工にあたっては、図1
に示すように、槽底壁(3) 上面に、断熱材(7) を中間接
合体(9) と固定具(16)を用いて所要部分固定した状態に
敷設するとともに、所要数の横断面逆U形の集水用チャ
ンネル材(11)を、隣り合うもの同志互いに前端部と後端
部を突き合わせるように直列状に配置して、集水路部(1
3)を形成し、かつ互いに隣り合う集水用チャンネル材(1
1)(11)の突合わせ部分に、両チャンネル材(11)(11)の側
壁コーナー切除部(12)(12)によって集水路部(13)内に通
じる側面よりみて略三角形状の通水部(14)をトンネル状
に形成すれば良い。そしてこれらの断熱材(7) と集水用
チャンネル材(11)の表面には、防水シート(6) および可
塑剤移行防止シート(クロスシート)(8) を全面に渡っ
て張設すれば良いので、施工作業が非常に簡単である。When constructing the heat storage tank (2),
As shown in Fig. 3, the heat insulating material (7) was laid on the upper surface of the bottom wall (3) of the tank using the intermediate joint (9) and the fixture (16), and the required number of cross-sections was used. Inverted U-shaped water collecting channel members (11) are arranged in series so that the front end portion and the rear end portion of adjacent ones abut each other, and the water collecting channel portion (1
3) and adjacent channel material for water collection (1
1) At the abutting part of (11), the water flow of a substantially triangular shape when viewed from the side that leads to the inside of the water collection channel (13) by the side wall corner cutouts (12) (12) of both channel materials (11) (11) The part (14) may be formed in a tunnel shape. A waterproof sheet (6) and a plasticizer migration prevention sheet (cross sheet) (8) may be stretched over the surfaces of the heat insulating material (7) and the water collecting channel material (11). Therefore, the construction work is very easy.
【0033】さらに、蓄熱槽(2) の底壁(3) および周側
壁(4) の内面全体に断熱材(7) が敷設されていて、所要
数の集水用チャンネル材(11)よりなる集水路部(13)は、
蓄熱槽(2) の底壁(3) 上面に、直列状にわずかに設けら
れるだけであるから、蓄熱槽(2) の断熱性を損なうよう
なことがなく、すぐれた蓄熱作用を保持し得るものであ
る。Furthermore, a heat insulating material (7) is laid on the entire inner surfaces of the bottom wall (3) and the peripheral side wall (4) of the heat storage tank (2), and is composed of a required number of water collecting channel materials (11). The waterway (13) is
Since it is only slightly installed in series on the upper surface of the bottom wall (3) of the heat storage tank (2), it does not impair the heat insulating property of the heat storage tank (2) and can retain an excellent heat storage effect. It is a thing.
【0034】なお、上記実施例では、集水路部(13)を形
成する集水用チャンネル材(11)の前後両端部の左右両側
壁(11a)(11a)のコーナー部分が、45°の角度で斜めに
切り落とされて、側壁コーナー切除部(12)(12)が形成さ
れているが、これらの側壁コーナー切除部(12)(12)の切
断角度は、30〜60°程度であるのが好ましい。In the above embodiment, the corner portions of the left and right side walls (11a) (11a) at both the front and rear ends of the water collecting channel material (11) forming the water collecting channel portion (13) are formed at an angle of 45 °. The side wall corner cutouts (12) and (12) are formed by being cut off obliquely at, and the cutting angle of these side wall corner cutouts (12) and (12) is about 30 to 60 °. preferable.
【0035】また、上記実施例においては、この発明に
よる浸入地下水の排除装置を、いわゆる絶縁工法により
形成された蓄熱槽(2) に適用した場合を示したが、この
発明の浸入地下水の排除装置は、これに限らず、蓄熱底
壁上の断熱材の表面に、繊維強化プラスチック(FR
P)板、あるいは硬質塩化ビニル樹脂板等の硬質合成樹
脂板よりなる防水板を敷設する断熱防水工法(図示略)
により形成された蓄熱槽にも同様に適用されるものであ
る。Further, in the above embodiment, the case of applying the infiltrated groundwater removing device according to the present invention to the heat storage tank (2) formed by the so-called insulation method is shown. Is not limited to this, the fiber reinforced plastic (FR
P) Heat insulation waterproofing method (not shown) for laying a waterproof plate made of a hard synthetic resin plate such as a plate or a hard vinyl chloride resin plate
The same applies to the heat storage tank formed by.
【0036】この場合、繊維強化プラスチック(FR
P)板、あるいは硬質塩化ビニル樹脂板等の硬質合成樹
脂板よりなる防水板と、蓄熱底壁上の断熱材の表面との
間には、上記可塑剤移行防止シート(クロスシート)
(8) を介在させる場合もある。In this case, fiber reinforced plastic (FR
P) plate or a waterproof plate made of a hard synthetic resin plate such as a hard vinyl chloride resin plate and the surface of the heat insulating material on the heat storage bottom wall, and the plasticizer migration prevention sheet (cross sheet).
(8) may be interposed.
【0037】またここで、上記繊維強化プラスチック
(FRP)板、あるいは硬質塩化ビニル樹脂板等の硬質
合成樹脂板よりなる防水板は、これを予め断熱材の表面
に張り付けて一体化しておき、この防水板付き断熱材を
槽底壁の上面に敷設することもある。Further, here, the waterproof plate made of the above-mentioned fiber reinforced plastic (FRP) plate or a hard synthetic resin plate such as a hard vinyl chloride resin plate is attached to the surface of the heat insulating material in advance and integrated. A heat insulating material with a waterproof plate may be laid on the upper surface of the bottom wall of the tank.
【0038】この場合には、断熱材に上記集水用チャン
ネル材を嵌め入れる間隙を予め形成しておき、防水板付
き断熱材を槽底壁の上面に敷設するさいに、その間隙に
集水用チャンネル材を嵌め入れて、防水板付き断熱材と
集水用チャンネル材とを同時に敷設した後、防水板付き
断熱材を固定具により槽底壁に固定すれば良い。In this case, a gap in which the water collecting channel material is fitted is previously formed in the heat insulating material, and when the heat insulating material with the waterproof plate is laid on the upper surface of the bottom wall of the tank, water is collected in the gap. After inserting the channel material for water and laying the heat insulating material with the waterproof plate and the channel material for collecting water at the same time, the heat insulating material with the waterproof plate may be fixed to the bottom wall of the tank by the fixture.
【0039】また、上記防水シートあるいは防水板の継
ぎ目あるいは固定具の防水板表面露出部分は、シーリン
グ材、FRPライニング材等により適宜シーリングして
密封する。The seams of the waterproof sheet or waterproof plate or the exposed surface of the waterproof plate of the fixture are appropriately sealed with a sealing material, an FRP lining material or the like to seal them.
【0040】[0040]
【発明の効果】この発明は、上述のように、コンクリー
ト建造物の地下部分に設けられた蓄熱槽の底壁および周
側壁の内面に断熱材が敷設されるとともに、断熱材の表
面に合成樹脂製防水シート、繊維強化プラスチック(F
RP)板あるいは硬質合成樹脂板よりなる防水板等の防
水材が敷設され、防水材下側の槽底壁上面に、断熱材の
厚みに略等しい高さを有する所要数の横断面逆U形の集
水用チャンネル材が、隣り合うもの同志互いに前端部と
後端部を突き合わせるようにして直列状に配置されるこ
とにより、集水路部が形成されている蓄熱槽において、
各集水用チャンネル材の前後両端部の左右両側壁に側壁
コーナー切除部が設けられ、隣り合う集水用チャンネル
材の突合わせ部分に、両チャンネル材の側壁コーナー切
除部によって集水路部内に通じる側面よりみて略三角形
状の通水部がトンネル状に形成されているもので、この
発明による蓄熱槽によれば、例えばコンクリート製の槽
側壁の亀裂等から浸入した地下水は、防水材下側の断熱
材とコンクリート壁との間を移行して、槽底壁に至り、
そこで底壁の亀裂等から浸入した地下水と合流する。こ
れらの浸入地下水は、蓄熱槽内において、防水材下側の
槽底壁上面に直列状に配置された所要数の横断面逆U形
の集水用チャンネル材よりなる集水路部内に集められ
る。As described above, according to the present invention, the heat insulating material is laid on the inner surfaces of the bottom wall and the peripheral side wall of the heat storage tank provided in the underground portion of the concrete structure, and the synthetic resin is formed on the surface of the heat insulating material. Waterproof sheet, fiber reinforced plastic (F
RP) plate or a waterproof material such as a waterproof board made of a hard synthetic resin plate is laid, and the required number of cross-section inverted U-shaped having a height approximately equal to the thickness of the heat insulating material on the upper surface of the tank bottom wall under the waterproof material. In the heat storage tank in which the water collecting channel is formed by arranging the water collecting channel members in series so that the front end and the rear end of each other are adjacent to each other,
Side wall corner cutouts are provided on both left and right side walls at the front and rear ends of each water collection channel material, and the side wall corner cutouts of both channel materials lead to the inside of the water collection channel at the abutting portions of adjacent water collection channel materials. The water flow portion having a substantially triangular shape when viewed from the side is formed in a tunnel shape.According to the heat storage tank according to the present invention, for example, groundwater that has intruded from cracks in the side wall of the concrete tank is Moving between the heat insulating material and the concrete wall, reaching the bottom wall of the tank,
There, it joins with the groundwater that has entered through cracks in the bottom wall. In the heat storage tank, the infiltrated groundwater is collected in a water collecting channel portion composed of a required number of channel members for collecting water having a reverse U-shaped cross section, which are arranged in series on the upper surface of the tank bottom wall below the waterproof material.
【0041】このとき、各集水用チャンネル材の突合わ
せ部分に形成された側面よりみて略三角形状のトンネル
状の通水部により、浸入地下水の収集がきわめて円滑に
行なわれ、浸入地下水は集水路部内に速やかに集めら
れ、蓄熱槽に隣接する地下水貯留槽(湧き水槽)から、
連続的にあるいは周期的に作動するポンプにより、槽外
部へと排出されるものである。At this time, the infiltrated groundwater is collected very smoothly by the tunnel-shaped water passage portion having a substantially triangular shape as seen from the side face formed at the abutting portion of each water collecting channel material, and the infiltrated groundwater is collected. From the groundwater storage tank (spring water tank) that is quickly collected in the waterway and is adjacent to the heat storage tank,
It is discharged to the outside of the tank by a pump that operates continuously or periodically.
【0042】また、蓄熱槽内部の集水路部を形成する集
水用チャンネル材は、例えば合成樹脂の引抜き材または
押出形材よりなる長尺材を所定長さに切断し、かつその
前後両端部の左右両側壁のコーナー部分を斜めに切り落
とすことにより、簡単につくることができ、側壁コーナ
ー切除部を有する集水用チャンネル材の製造コストが安
くついて、ひいては浸入地下水の排除機能を有する蓄熱
槽の施工コストが安くつくものである。The water collecting channel material forming the water collecting passage in the heat storage tank is obtained by cutting a long material made of, for example, a synthetic resin drawn material or an extruded material into a predetermined length, and both front and rear ends thereof. It can be easily made by cutting off the corners of the left and right side walls diagonally, and the manufacturing cost of the channel material for collecting water with the side wall corner cutout is low, and eventually the heat storage tank with the function of eliminating infiltration groundwater. Construction costs are low.
【0043】また蓄熱槽の施工にあたっては、槽底壁上
面に、このような側壁コーナー切除部を有する所要数の
横断面逆U形の集水用チャンネル材を、隣り合うもの同
志互いに前端部と後端部を突き合わせるように直列状に
配置して、集水路部を形成したのち、蓄熱槽の底壁およ
び周側壁の内面全体に断熱材を敷設し、かつ合成樹脂製
防水シート、繊維強化プラスチック(FRP)板あるい
は硬質合成樹脂板よりなる防水板等の防水材を敷設すれ
ば良いので、施工作業が非常に簡単である。When constructing a heat storage tank, a required number of water collecting channel members having an inverted U-shaped cross section having such side wall corner cutouts are provided on the upper surface of the bottom wall of the tank as the front end portions of adjacent ones. After arranging the rear ends in series so as to abut each other to form a water collection channel, lay a heat insulating material on the entire inner surface of the bottom wall and peripheral side walls of the heat storage tank, and also make a synthetic resin waterproof sheet and fiber reinforced Since it is sufficient to lay a waterproof material such as a waterproof plate made of a plastic (FRP) plate or a hard synthetic resin plate, the construction work is very simple.
【0044】また、防水板を予め断熱材の表面に張り付
けて一体化しておき、防水板付き断熱材を槽底壁の上面
に敷設する場合には、断熱材に集水用チャンネル材を嵌
め入れる間隙を予め形成しておき、防水板付き断熱材を
槽底壁の上面に敷設するさいに、その間隙に集水用チャ
ンネル材を嵌め入れて、防水板付き断熱材と集水用チャ
ンネル材とを同時に敷設して、集水路部を形成したの
ち、防水板付き断熱材を固定具により槽底壁に固定すれ
ば良いので、いずれにしても施工作業が非常に簡単であ
る。When the waterproof plate is previously attached to the surface of the heat insulating material to be integrated and the heat insulating material with the waterproof plate is laid on the upper surface of the tank bottom wall, the water collecting channel material is fitted into the heat insulating material. When a gap is formed in advance and a heat insulating material with a waterproof plate is laid on the upper surface of the tank bottom wall, a water collecting channel material is fitted into the gap to form a heat insulating material with a waterproof plate and a water collecting channel material. After laying at the same time to form the water collecting channel portion, the heat insulating material with the waterproof plate may be fixed to the bottom wall of the tank by the fixing tool, so that the construction work is very simple in any case.
【0045】さらに集水用チャンネル材よりなる集水路
部は、蓄熱槽の底壁上面に、直列状にわずかに設けられ
るだけで、蓄熱槽の底壁および周側壁の内面のほゞ全体
に断熱材が敷設されるため、蓄熱槽の断熱性を損なうよ
うなことがなく、すぐれた蓄熱作用を保持し得るという
効果を奏する。Further, the water collecting channel portion made of the channel material for collecting water is provided on the upper surface of the bottom wall of the heat storage tank in a small number in series, and heat insulation is provided on the entire inner surface of the bottom wall and the peripheral side wall of the heat storage tank. Since the material is laid, there is an effect that an excellent heat storage action can be maintained without impairing the heat insulating property of the heat storage tank.
【図1】この発明の浸入地下水排除装置の実施例を示す
蓄熱槽の底壁部分の斜視図で、防水シートの張設前の状
態を示している。FIG. 1 is a perspective view of a bottom wall portion of a heat storage tank showing an embodiment of an infiltration groundwater elimination device of the present invention, showing a state before a waterproof sheet is stretched.
【図2】この発明の浸入地下水排除装置を具備した蓄熱
槽を有する建造物の概略部分平面図で、防水シートの張
設前の状態を示している。FIG. 2 is a schematic partial plan view of a building having a heat storage tank equipped with the infiltration groundwater elimination device of the present invention, showing a state before the waterproof sheet is stretched.
【図3】同建造物の概略部分縦断面図で、防水シートの
張設前の状態を示している。FIG. 3 is a schematic partial vertical sectional view of the building, showing a state before the waterproof sheet is stretched.
【図4】この発明の浸入地下水排除装置の集水通路部分
の拡大縦断面図で、図2のAーA線に沿うものであり、
かつ防水シートの張設後の状態を示している。FIG. 4 is an enlarged vertical cross-sectional view of the water collecting passage portion of the infiltration groundwater elimination device of the present invention, taken along the line AA of FIG.
Moreover, the state after the waterproof sheet is stretched is shown.
【図5】同拡大横断面図で、図2のBーB線に沿うもの
であり、かつ防水シートの張設後の状態を示し、また排
水孔壁構成部材が一緒に図示されている。5 is an enlarged cross-sectional view of the same, taken along the line BB in FIG. 2, showing a state after the waterproof sheet is stretched, and the drain hole wall constituting member is also shown.
【図6】集水用チャンネル材のみの拡大斜視図である。FIG. 6 is an enlarged perspective view of only the water collecting channel material.
【図7】図3の蓄熱槽同志の間の側壁の排水孔部分の拡
大縦断面図である。FIG. 7 is an enlarged vertical cross-sectional view of a drain hole portion of a side wall between the heat storage tanks of FIG.
1 コンクリート建造物 2 蓄熱槽 3 底壁 4 周側壁 6 防水シート(防水材) 7 断熱材 9 中間接合体 10 コーナー部接合体 11 横断面逆U形の集水用チャンネル材 11a 左右両側壁 12 側壁コーナー切除部 13 集水路部 14 側面よりみて略三角形状の通水部 16 固定具 DESCRIPTION OF SYMBOLS 1 Concrete structure 2 Heat storage tank 3 Bottom wall 4 Peripheral side wall 6 Waterproof sheet (waterproof material) 7 Insulation material 9 Intermediate joint body 10 Corner joint body 11 Channel material for reverse U-shaped cross section 11a Left and right side walls 12 Side wall Corner excision part 13 Water collection channel part 14 Water passage part of a substantially triangular shape when seen from the side 16 Fixture
Claims (1)
けられた蓄熱槽(2)の底壁(3) および周側壁(4) の内面
に断熱材(7) が敷設されるとともに、断熱材(7) の表面
に防水材(6) が敷設され、防水材(6) 下側の槽底壁(3)
上面に、断熱材(7) の厚みに略等しい高さを有する所要
数の横断面逆U形の集水用チャンネル材(11)が、隣り合
うもの同志互いに前端部と後端部を突き合わせるように
して直列状に配置されることにより、集水路部(13)が形
成されている蓄熱槽(2) において、各集水用チャンネル
材(11)の前後両端部の左右両側壁(11a)(11a)に側壁コー
ナー切除部(12)(12)が設けられ、隣り合う集水用チャン
ネル材(11)(11)の突合わせ部分に、両チャンネル材(11)
(11)の側壁コーナー切除部(12)(12)によって集水路部(1
3)内に通じる側面よりみて略三角形状の通水部(14)がト
ンネル状に形成されていることを特徴とする、蓄熱槽に
おける浸入地下水の排除装置。1. A heat insulating material (7) is laid on the inner surfaces of a bottom wall (3) and a peripheral side wall (4) of a heat storage tank (2) provided in an underground portion of a concrete structure (1), and heat insulation is performed. The waterproof material (6) is laid on the surface of the material (7), and the waterproof material (6) is below the bottom wall (3) of the tank.
On the upper surface, the required number of water collecting channel members (11) having an inverted U-shaped cross section and having a height substantially equal to the thickness of the heat insulating material (7) are adjacent to each other, and the front end portion and the rear end portion thereof are butted against each other. By arranging in series in this way, in the heat storage tank (2) in which the water collecting passage part (13) is formed, the left and right side walls (11a) at both front and rear ends of each water collecting channel material (11) Side wall corner cutouts (12) and (12) are provided in (11a), and both channel materials (11) are provided at the abutting portions of adjacent water collecting channel materials (11) and (11).
Side wall corner excision part (12) of (11) (12)
3) A device for removing infiltrated groundwater in a heat storage tank, characterized in that a water passage portion (14) having a substantially triangular shape when viewed from a side surface communicating with the inside is formed in a tunnel shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6207168A JP2767023B2 (en) | 1994-08-31 | 1994-08-31 | Device for removing infiltrated groundwater in thermal storage tanks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6207168A JP2767023B2 (en) | 1994-08-31 | 1994-08-31 | Device for removing infiltrated groundwater in thermal storage tanks |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0868067A true JPH0868067A (en) | 1996-03-12 |
| JP2767023B2 JP2767023B2 (en) | 1998-06-18 |
Family
ID=16535362
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6207168A Expired - Fee Related JP2767023B2 (en) | 1994-08-31 | 1994-08-31 | Device for removing infiltrated groundwater in thermal storage tanks |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2767023B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112921842A (en) * | 2021-01-27 | 2021-06-08 | 天津市管道工程集团有限公司 | Water-stopping and leaking-stopping construction method for concrete culvert pipe |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328805A (en) * | 2014-11-13 | 2015-02-04 | 中冶天工集团有限公司 | Steel-edged water stop fixing device and using method thereof |
-
1994
- 1994-08-31 JP JP6207168A patent/JP2767023B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112921842A (en) * | 2021-01-27 | 2021-06-08 | 天津市管道工程集团有限公司 | Water-stopping and leaking-stopping construction method for concrete culvert pipe |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2767023B2 (en) | 1998-06-18 |
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