[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JP2767023B2 - Device for removing infiltrated groundwater in thermal storage tanks - Google Patents

Device for removing infiltrated groundwater in thermal storage tanks

Info

Publication number
JP2767023B2
JP2767023B2 JP6207168A JP20716894A JP2767023B2 JP 2767023 B2 JP2767023 B2 JP 2767023B2 JP 6207168 A JP6207168 A JP 6207168A JP 20716894 A JP20716894 A JP 20716894A JP 2767023 B2 JP2767023 B2 JP 2767023B2
Authority
JP
Japan
Prior art keywords
storage tank
heat storage
water collecting
collecting channel
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.)
Expired - Fee Related
Application number
JP6207168A
Other languages
Japanese (ja)
Other versions
JPH0868067A (en
Inventor
良一 久保
透 板谷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TSUTSUNAKA SHIITO BOSUI KK
Original Assignee
TSUTSUNAKA SHIITO BOSUI KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TSUTSUNAKA SHIITO BOSUI KK filed Critical TSUTSUNAKA SHIITO BOSUI KK
Priority to JP6207168A priority Critical patent/JP2767023B2/en
Publication of JPH0868067A publication Critical patent/JPH0868067A/en
Application granted granted Critical
Publication of JP2767023B2 publication Critical patent/JP2767023B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【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 an apparatus 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 in a fixed state on inner surfaces of a bottom wall and a peripheral side wall of a heat storage tank provided in an underground portion of a concrete building, and a waterproof sheet is provided on a surface of the heat insulating material. A heat storage tank in which a part is fixed to a required part 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, water is usually stored in the tank, and when the waterproof sheet is in close contact with the surface of the concrete wall or the heat insulating material due to the stored water. However, it is difficult for groundwater from outside to enter the tank.For example, when a crack occurs in the concrete wall of the heat storage tank, or when the water pressure of the groundwater outside the tank is higher than the water pressure in the tank. In the case, groundwater infiltrated into the tank and 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 joined body fixed to the bottom wall and the metal fittings thereof are promoted, and there is a problem that the fixed portion of the waterproof sheet may come off the concrete wall or the waterproof sheet may be broken. 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)。
[0004] In order to solve such a problem, the present applicant firstly provided an inverted U-shaped cross section having a height substantially equal to the thickness of the heat insulating material on the upper surface of the bottom wall below the waterproof sheet of the heat storage tank. By arranging the water channel materials so that the adjacent ones abut each other at the ends, a device for removing infiltrated groundwater forming a catchment channel was proposed (actually 1-1).
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 proposed apparatus for removing infiltrated groundwater, a channel member for collecting water in which a large number of notches for water passage are formed at predetermined intervals at the lower edges of both side walls as viewed from the side. Is used, the shape of the channel material is complicated, and in its manufacture, using a specially shaped mold, for example, it is individually manufactured by a casting method, or is made of a drawn material or an extruded shape material By cutting the lower edges of both side walls of the channel material having the inverted U-shaped cross section,
It is necessary to form or manufacture a large number of cut-outs for water passage at predetermined intervals, so that the production of channel material for collecting water is very troublesome, and thus a heat storage having a function of removing infiltrated groundwater. A new problem is that the construction cost of the tank is expensive.

【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。
An object of the present invention is to solve the above problems,
Construction of a heat storage tank that can manufacture the channel material for water collection from a long material consisting of a drawn material and an extruded shape material very easily and inexpensively, with a low material cost and, furthermore, a function of removing infiltrated groundwater. The cost is easy and, of course,
The groundwater that has infiltrated between the concrete wall in the heat storage tank and the waterproof material such as a heat insulating material and a waterproof sheet or a waterproof plate can be discharged to the outside of the heat storage tank very smoothly, and the construction is simple. In addition, an object of the present invention is to provide an apparatus for removing infiltrated groundwater in a heat storage tank, which has good heat insulating properties 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。
According to the present invention, in order to achieve the above object, a heat insulating material is laid on a bottom wall and an inner surface of a peripheral side wall of a heat storage tank provided in an underground part of a concrete building. , A waterproof material is laid on the surface of the heat insulating material,
On the upper surface of the tank bottom wall under the waterproofing material, a required number of water collecting channel materials having a height substantially equal to the thickness of the heat insulating material and having an inverted U-shaped cross section are arranged adjacent to each other. By being arranged in series so as to abut each other, in the heat storage tank in which the water collecting channel portion is formed, side wall corner cutouts are provided on the left and right side walls at both front and rear ends of each water collecting channel material. In the abutting portion of the matching water collecting channel material, a substantially triangular water flowing portion is formed in a tunnel shape as viewed from the side surface leading into the water collecting channel portion by the side wall corner cutout portion of both channel materials, The gist is a device for removing infiltrated groundwater in the 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 description, the apparatus for removing infiltrated groundwater in a heat storage tank according to the present invention is a so-called insulating material in which a waterproof sheet is stretched on a surface of a heat insulating material laid on a bottom wall of the heat storage tank in a state where a required portion is fixed. Insulation that lays 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 on the surface of the heat insulating material on the bottom wall of the tank as well as the heat storage tank formed by the construction method. The present invention is similarly applied to a heat storage tank formed by a waterproofing 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 waterproof plate made of a 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, and the heat insulating material with the waterproof plate is laid on the upper surface of the tank bottom wall. 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 the heat insulating material in advance, 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 the heat insulating material with the waterproof plate and the water collecting channel material are laid at the same time by fitting the channel material for waterproofing, the heat insulating material with the waterproof plate may be fixed to the bottom wall of the tank by a 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-mentioned heat storage tank, for example, when cracks are formed in the concrete wall of the heat storage tank, or when the pressure of the groundwater outside the tank is higher than the water pressure in the tank, the groundwater entering the tank is The water is collected in a water collecting channel provided on the upper surface of the tank bottom wall under the waterproof material such as a waterproof sheet made of a synthetic resin, a fiber reinforced plastic (FRP) plate or a hard synthetic resin plate. At this time, the infiltration groundwater is collected extremely smoothly by the substantially triangular tunnel-like water passage part seen from the side surface formed at the abutting part of each water collection 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 forming the water collecting channel portion inside the heat storage tank is formed by cutting a long material made of, for example, a drawn or extruded material of synthetic resin into a predetermined length, and having both front and rear ends thereof. By cutting off the corners of the left and right side walls diagonally, it can be easily made, the manufacturing cost of the channel material for collecting water with side wall corner cutouts is low, and the heat storage tank with the function of eliminating infiltrated groundwater The construction cost is 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。
Next, embodiments of the present invention will 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 rectangular heat storage tanks (2) are provided in the basement of a concrete building (1) as viewed from above. Each heat storage tank (2) is surrounded by a concrete bottom wall (3), a peripheral side wall (4) and an upper wall (5), and the heat storage tank (2) has a bottom wall (3) and a peripheral side wall (4). Insulation material (7) is laid on the inner surface of) in a fixed state. A waterproof sheet (6) is covered over the entire surface of the heat insulating material (7) on the bottom wall (3) and the peripheral side wall (4) via a plasticizer migration prevention sheet (cross sheet) (8). (See FIGS. 4 and 5), waterproof sheet (6) and plasticizer transfer prevention sheet
The required parts of (8) are fixed to the bottom wall (3) and the peripheral side wall (4) via the joints (9) and (10), and the joints (9) and (10) are fixed by fixtures (16). The heat storage tank (2) is stretched so as to be fixed to required parts on 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 (see FIG. 5) having a cross section of an inverted U-shape having a height substantially equal to the thickness of the heat insulating material 7 (see FIG. 5). By being arranged in series so as to face each other, the catchment channel (13)
Are formed. In this embodiment, the bottom wall of the heat storage tank (2) is
(3) A water collecting channel portion (13a) is provided over the entire length at the center of the width of the upper surface, and a water collecting channel portion (13b) is provided in a branch shape from the center of the length of the water collecting channel portion (13a), They are arranged in a substantially T shape when viewed from a 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, both left and right side walls (11) at the front and rear ends of each water collecting channel material (11) are provided.
a) (11a) is provided with side wall corner cutouts (12) (12), and at the abutting portion of adjacent water collecting channel materials (11) (11),
Side wall corner cuts of both channel materials (11) (11) (12) (12)
As a result, a substantially triangular water passage portion (14) is formed in a tunnel shape as viewed from a side surface communicating with the water collecting passage portion (13).

【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 channel portion (13) is obtained by cutting a long material made of a drawn or extruded material of a vinyl chloride resin into a predetermined length. 45 ° at the corners of the left and right side walls (11a) and (11a) at the front and rear ends
The side wall corner cutouts (12) and (12) are formed by being cut off obliquely 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。
In addition, adjacent water collecting channel materials (11) (1)
1) When the competitors are arranged in series with the front end and the rear end facing each other, a slight gap (15) is left between the front end and the rear end, and the (16) is interposed and is a circular joint when viewed from above.
(9) is placed across the upper surface of the adjacent water collecting channel material (11), (11), and is fixed by the fixture (16).
(3) It is fixed to.

【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 fixture (16) made of a curled plug
Is a synthetic resin leg opening cylinder (1
7) and a steel wood screw (18). Fixture
As (16), an open leg nail or the like 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 is a bottom wall of the heat storage tank (2).
In the middle part of (3) and the peripheral side wall (4), as described above,
Use a circular joint (9) (see Figure 1) or a flat strip-like joint. Tank bottom wall (3) and peripheral side wall (4)
At the corners of the strips, a strip-shaped joined body (10) having a substantially L-shaped cross section (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 side edge of the building (1) is located on the side opposite to the heat storage tank (2) via the side wall (4). Storage tank (spring water tank) (2
2) is provided. The tank side wall intersects with the tip of the water collecting channel (13) provided on the bottom wall (3) of the heat storage tank (2).
(4) At the lower end, specifically, heat storage tanks (2) adjacent to each other
(2) Drainage holes (20) are drilled through the bottom of the tank side wall (4) between the comrades and 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 (21) made of a vinyl chloride resin having a substantially semicircular cross section into a 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。
At the left edge of the building (1),
(4) A groundwater suction pipe (23) equipped with a pump (P) at the lower end is provided in a storage tank (spring tank) (22) for receiving groundwater from the drainage hole (20) at the lower end. Suction tube (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 foams such as polystyrene, polyvinyl chloride, polyurethane, and polyethylene are used, and among these, it is economical to use polystyrene foam. It is economically 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 a thermoplastic synthetic resin such as soft polyvinyl chloride, polyethylene or polypropylene, or a non-vulcanized rubber sheet or a rubber asphalt sheet is used. In view of this, it is preferable to use a sheet made of soft polyvinyl chloride. The thickness of the 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。
[0025] The plasticizer-migrated waterproofing sheet (8) has a structure in which the waterproofing sheet (6) is made of, for example, a soft polyvinyl chloride sheet and the heat insulating material (7) is made of polystyrene or polyvinyl chloride foam. The plasticizer migration prevention sheet (8) is, for example, a composite (cross sheet) of a foam of a resin such as polyethylene or polypropylene and a woven fabric, or a film of these resins. I 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。
As the joints (9) and (10), a plate material such as a hard or semi-rigid synthetic resin plate, a metal plate, or a steel plate coated on one or both sides with a vinyl chloride resin to improve adhesiveness is used. 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 an 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. When the joint surfaces of the body (9) and (10) are both made of vinyl chloride resin, the use of tetrahydrofuran alone or a solvent-type adhesive obtained by dissolving a small amount of vinyl chloride resin in tetrahydrofuran provides excellent durability. This 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 description, the groundwater that has entered through cracks in the concrete side wall (4) of the heat storage tank (2) passes 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 merges with groundwater that has penetrated through cracks in the bottom wall (3). These infiltrated groundwater is stored in the heat storage tank (2)
Inside, the waterproof sheet (6) on the bottom of the tank bottom wall (3),
A required number of water collecting channel members (11) having a height substantially equal to the thickness of the heat insulating material (7) and having an inverted U-shaped cross section are arranged adjacent to each other so that the front end and the rear end abut each other. The water is collected in the water collecting channel (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, the left and right side walls (11a) and (11a) of the front and rear ends of each water collecting channel material (11) are cut off by side wall corners.
(12) (12) is provided, and the channel material (11) (11)
Since the side wall corner cutouts (12) and (12) form a substantially triangular water passage (14) as viewed from the side surface that leads into the catchment channel (13), it is extremely easy to collect infiltrated groundwater. The infiltration groundwater is collected smoothly in the catchment (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 a drain hole (20) formed in the side wall (4) of the heat storage tank (2) from the tip of the water collecting channel (13).
The water passes through the heat storage tank (2) to a groundwater storage tank (spring water tank) (22), and is stored in the storage tank (22). And the groundwater is pumped continuously or periodically
(P) will be discharged to the outside.

【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 transferred to the groundwater storage tank (22) outside the heat storage tank (2).
The pump can be easily repaired even if a trouble occurs in the suction pipe (23) or pump (P), etc., 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。
In the construction of the heat storage tank (2), FIG.
As shown in the figure, the heat insulating material (7) is laid on the upper surface of the tank bottom wall (3) using the intermediate joint (9) and the fixture (16) so that the required part is fixed, and the required number of cross sections Inverted U-shaped water collecting channel material (11) is arranged in series so that adjacent ones of the water collecting channel materials (11) abut each other at the front end and the rear end, and the water collecting channel (1)
3), and water collecting channel material (1
1) A substantially triangular water flow through the abutting part of (11) is seen from the side surface that leads into the water collection channel (13) by the side wall corner cutouts (12, 12) of both channel materials (11, 11). The portion (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 entire surface of the heat insulating material (7) and the water collecting channel material (11). Therefore, the construction work is very simple.

【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。
Further, a heat insulating material (7) is laid on the entire inner surface 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 catchment channel (13)
Since it is only slightly provided in series on the upper surface of the bottom wall (3) of the heat storage tank (2), it can maintain an excellent heat storage effect without impairing the heat insulating property of the heat storage tank (2). Things.

【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) and (11a) at the front and rear end portions of the water collecting channel material (11) forming the water collecting channel portion (13) have an angle of 45 °. Are cut off at an angle to form side wall corner cutouts (12) and (12), and the cut 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 where the apparatus for removing infiltrated groundwater according to the present invention is applied to a heat storage tank (2) formed by a so-called insulating method has been described. Is not limited to this, fiber-reinforced plastic (FR
P) Insulation waterproofing method of laying a waterproof plate made of a plate or a hard synthetic resin plate such as a hard vinyl chloride resin plate (not shown)
The same applies to the heat storage tank formed by the above method.

【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, the fiber reinforced plastic (FR
P) The plasticizer transfer prevention sheet (cross sheet) is provided between the waterproof plate made of a plate or 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.
(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。
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. Insulation with a waterproof plate may be laid on the top surface of the tank bottom wall.

【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 for fitting the water collecting channel material 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 tank bottom wall, the water collecting space is formed in the gap. After the heat insulating material with the waterproof plate and the water collecting channel material are laid at the same time by fitting the channel material for waterproofing, the heat insulating material with the waterproof plate may be fixed to the bottom wall of the tank by a 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 seam of the waterproof sheet or the waterproof plate or the exposed portion of the waterproof plate surface of the fixture is appropriately sealed and sealed with a sealing material, an FRP lining material or the like.

【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 surface of the bottom wall and the peripheral side wall of the heat storage tank provided in the underground part of the concrete building, and the synthetic resin is provided on the surface of the heat insulating material. Waterproof sheet, fiber reinforced plastic (F
RP) A waterproof material such as a waterproof plate made of a plate or a hard synthetic resin plate is laid, and a required number of inverted U-shaped cross sections having a height substantially equal to the thickness of the heat insulating material are provided on the upper surface of the tank bottom wall below the waterproof material. In the heat storage tank in which the water collecting channel portion is formed, the water collecting channel material is arranged in series so that the front end portion and the rear end portion of the adjacent ones abut each other.
Side wall corner cutouts are provided on the left and right side walls of both front and rear ends of each water collecting channel material, and the abutting portions of adjacent water collecting channel materials are connected to the inside of the water collecting channel by the side wall corner cutouts of both channel materials. A substantially triangular water passage portion viewed from the side is formed in a tunnel shape, and according to the heat storage tank according to the present invention, for example, groundwater that has penetrated from cracks in the side wall of the concrete tank, etc. Transfer between the insulation and the concrete wall to the tank bottom wall,
There it merges with groundwater that has invaded through cracks in the bottom wall. These infiltrated groundwaters are collected in the heat storage tank in a water collection channel section formed of a required number of inverted U-shaped water collection channel members 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 substantially triangular tunnel-like water passage section viewed from the side surface formed at the abutting portion of each water collecting channel material. From the groundwater storage tank (spring water tank) immediately collected in the channel and 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 channel portion inside the heat storage tank is formed by cutting a long material made of, for example, a drawn or extruded material of synthetic resin into a predetermined length, and cutting the front and rear ends thereof. By cutting off the corners of the left and right side walls diagonally, it can be easily made, the manufacturing cost of the channel material for collecting water with side wall corner cutouts is low, and the heat storage tank with the function of eliminating infiltrated groundwater The construction cost is 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。
In constructing the heat storage tank, a required number of water collecting channel materials having an inverted U-shaped cross section having such side wall corner cutouts are placed on the upper surface of the bottom wall of the tank, and adjacent ones are connected to the front end. After arranging in series so that the rear ends abut each other to form a water collecting channel, heat insulation is laid on the entire inner surface of the bottom wall and peripheral wall of the heat storage tank, and a synthetic resin waterproof sheet, fiber reinforced Since a waterproof material such as a waterproof plate made of a plastic (FRP) plate or a hard synthetic resin plate may be laid, 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 a waterproof plate is previously attached to the surface of the heat insulating material and integrated, and the heat insulating material with the waterproof plate is laid on the upper surface of the tank bottom wall, a water collecting channel material is fitted into the heat insulating material. A gap is formed in advance, and when laying the heat insulating material with a waterproof plate on the upper surface of the tank bottom wall, a water collecting channel material is inserted into the gap, and a heat insulating material with a waterproof plate and a water collecting channel material are formed. Are simultaneously laid to form the water collecting channel, and then the heat insulating material with the waterproof plate may be fixed to the bottom wall of the tank by the fixing tool. In any case, the construction work is very simple.

【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 water collecting channel material is provided slightly in series on the upper surface of the bottom wall of the heat storage tank, and is insulated almost entirely on the 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 effect can be maintained without impairing the heat insulating property of the heat storage tank.

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

【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 provided with the infiltration groundwater elimination device of the present invention, showing a state before a 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 longitudinal 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 longitudinal sectional view of a water collecting passage portion of the infiltration groundwater elimination device of the present invention, which is taken along the line AA of FIG. 2;
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 taken along the line BB of FIG. 2 and shows a state after the waterproof sheet is stretched, and also shows a drain hole wall constituting member.

【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 a channel material for collecting water.

【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 sectional view of a drain hole portion of a side wall between the heat storage tanks of FIG. 3;

【符号の説明】[Explanation of symbols]

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 building 2 Heat storage tank 3 Bottom wall 4 Perimeter side wall 6 Waterproof sheet (waterproofing material) 7 Insulation material 9 Intermediate joint body 10 Corner joint body 11 Channel material for cross-section reverse U-shaped water collection 11a Left and right side walls 12 Side walls Corner cut portion 13 Water collecting channel portion 14 Water passage portion having a substantially triangular shape viewed from the side 16 Fixture

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E02D 31/02 B65D 90/00 B65D 90/04 E03B 11/14──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 6 , DB name) E02D 31/02 B65D 90/00 B65D 90/04 E03B 11/14

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コンクリート建造物(1) の地下部分に設
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。
A heat insulator (7) is laid on the inner surface 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 building (1). Waterproofing material (6) is laid on the surface of the material (7), and the tank bottom wall (3) below the waterproofing material (6)
On the upper surface, a required number of water collecting channel members (11) having a height substantially equal to the thickness of the heat insulating material (7) and having an inverted U-shaped cross section are abutted against each other at the front end and the rear end. In the heat storage tank (2) in which the water collecting channel portion (13) is formed by being arranged in series as described above, the left and right side walls (11a) at the front and rear ends of each water collecting channel material (11) (11a) is provided with side wall corner cutouts (12) and (12), and abutting portions of adjacent water collecting channel materials (11) and (11) are provided with both channel materials (11).
The drainage channel (1) is cut by the side wall corner cutouts (12) and (12) in (11).
3) A device for removing infiltrated groundwater in a heat storage tank, characterized in that a substantially triangular water passage portion (14) is formed in a tunnel shape as viewed from the side surface leading into the inside.
JP6207168A 1994-08-31 1994-08-31 Device for removing infiltrated groundwater in thermal storage tanks Expired - Fee Related JP2767023B2 (en)

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 JPH0868067A (en) 1996-03-12
JP2767023B2 true 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)

* Cited by examiner, † Cited by third party
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

Families Citing this family (1)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
JPH0868067A (en) 1996-03-12

Similar Documents

Publication Publication Date Title
US7565779B2 (en) Device for in-situ barrier
HU223583B1 (en) Sealing device for sealing concrete seams
JPH052049B2 (en)
KR100956144B1 (en) High elastic composite waterproof sheet and waterproof method of tunnel using the same
CN107524174A (en) A kind of diaphragm wall I-shaped steel joint provided with water expandable waterstop
RU2126073C1 (en) Joining bar for installing in wall being concreted for filling planned fractures
JP2767023B2 (en) Device for removing infiltrated groundwater in thermal storage tanks
CN112081143B (en) Anti-seepage construction method for preventing and draining combination of top plate deformation joints
GB2205872A (en) Waterstops with water-swellable edge regions
RU2757514C1 (en) Waterproofing dowel
JP4059462B2 (en) Horizontal slitting construction material
EP0728245B1 (en) A device for sealing of concrete joints
JPH0329420Y2 (en)
CN111749282A (en) Deformation joint waterproof structure and method
JP4121756B2 (en) Installation structure of formwork for concrete placement
CN222140128U (en) A waterproof structure for deformation joints of underground pipe gallery
JPH0118551Y2 (en)
RU220587U1 (en) WATERSTOP FOR REPAIR OF COLD CONCRETE JOINTS
JPS5835801Y2 (en) Architectural insulation base material
CN219059913U (en) Dam panel seam stagnant water structure keeps up
JP2801379B2 (en) Underground wall spring treatment structure
JP2930390B2 (en) Insulation member for preventing dew condensation on wall surface and construction method using the same
JP3761549B2 (en) Waterproof sheet smooth laying structure and outer edge fixing member of waterproof sheet
JPH09137497A (en) Correction method of concrete wall face
JP3381217B2 (en) Underground wall drainage structure using drainage panels

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19980210

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080410

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090410

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100410

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110410

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110410

Year of fee payment: 13

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110410

Year of fee payment: 13

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110410

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120410

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120410

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130410

Year of fee payment: 15

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140410

Year of fee payment: 16

LAPS Cancellation because of no payment of annual fees