JPH0321726A - Spring water treating structure using block - Google Patents

Spring water treating structure using block

Info

Publication number
JPH0321726A
JPH0321726A JP15362389A JP15362389A JPH0321726A JP H0321726 A JPH0321726 A JP H0321726A JP 15362389 A JP15362389 A JP 15362389A JP 15362389 A JP15362389 A JP 15362389A JP H0321726 A JPH0321726 A JP H0321726A
Authority
JP
Japan
Prior art keywords
spring water
water treatment
block
water treating
blocks
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.)
Pending
Application number
JP15362389A
Other languages
Japanese (ja)
Inventor
Miyoko Yamatani
山谷 美代子
Yuji Watanabe
裕司 渡辺
Yoichi Seki
洋一 関
Yoji Morohoshi
諸星 陽児
Tokuhiro Miyashita
宮下 得弘
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Toho KK
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
Toho 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 Shimizu Construction Co Ltd, Shimizu Corp, Toho KK filed Critical Shimizu Construction Co Ltd
Priority to JP15362389A priority Critical patent/JPH0321726A/en
Publication of JPH0321726A publication Critical patent/JPH0321726A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To make it possible to treat spring water with the cutting depth of the ground reduced by laying spring water treating units formed by spring water treating blocks having notches whose side face extends in one direction on a floor plate, and forming a spring water treating layer between the spring water treating units and a floor slab. CONSTITUTION:Plural spring water treating units 11 formed by spring water treating blocks 15 having notches 15a extending in one direction on the side faces are laid a specified space apart on the floor plate 10 of a foundation or a structure. A spring water layer is formed between the spring water treating units 11 and a floor slab 13. First drainage channels 16 formed by notches 15a and second drainage channels 17 which intersect the first drainage channels 16 and are formed between the spring water treating channels 11, are lengthwise and crosswise formed to recover spring water such as underground water, generated in the foundation or the structure. Spring water treatment with the cutting depth of the ground reduced can thus be performed, and thereby construction cost can also be reduced.

Description

【発明の詳細な説明】 「産業上の利用分野」 この発明は、ブロックを用いた湧水処理構造に関する。[Detailed description of the invention] "Industrial application field" The present invention relates to a spring water treatment structure using blocks.

「従来の技術」 従来より、基礎あるいは建築構造物等を構築する場合に
おいては、その地下掘削深さを浅くするにあたり地中梁
をなくして、底盤をコンクリートによるフラットフラブ
とする工法か知られている。
``Conventional technology'' Conventionally, when constructing foundations or building structures, etc., it has been known to eliminate underground beams and use a flat slab of concrete as the bottom base in order to reduce the depth of underground excavation. There is.

この工法を実施するにあたっては、基礎あるいは建築構
造物中に侵入してくる地下水を排水処理するための流水
空間が必要とされ、そのような従来工法として第9図な
いし第11図に示すものが知られている(特開昭60−
40436号公報)。
To implement this construction method, a running water space is required to drain and treat groundwater that enters into the foundation or building structure, and the conventional construction method shown in Figures 9 to 11 is Known (Unexamined Japanese Patent Publication 1986-
40436).

この工法は、地下構造物A底部の下部スラブl上に、平
板2の一表面に脚部3が突設されたブロック4を複数敷
設して、ブロック4の上面と下部スラブlの表面との間
に縦横に挿通する湧水槽Bを形成し、さらにブロック4
の上面にコンクリートを打設して上部スラブ5を構築し
たもので、前記湧水槽Bに湧水を溜めて排水処理するよ
うにしている。
In this construction method, a plurality of blocks 4 each having legs 3 protruding from one surface of a flat plate 2 are laid on a lower slab l at the bottom of an underground structure A, and the upper surface of the blocks 4 and the surface of the lower slab l are connected. A spring water tank B is formed which is inserted vertically and horizontally in between, and block 4 is also formed.
The upper slab 5 is constructed by pouring concrete on the upper surface of the tank B, and the spring water is stored in the spring water tank B for wastewater treatment.

「発明が解決しようとする課題」 しかしながら上記工法においては、湧水槽Bを形成する
場合に、ブロック4の形状を、その平板2に山型の脚部
3を突設した凹凸形状としているので、一般の平板状の
ブロック等に比較して一個当たりの製造コストが高く、
多数個用いるような本工法にあってはその施エコストが
上昇する問題があった。また、上記ブロック4の形状に
よりブロック自体の剛性すなわち上載荷重に対する強度
が平板状のブロックに比較して低いので、長期にわたる
使用や地震等により耐久性が低下して破損し、その上の
構造物が傾斜するなどの恐れがあった。
``Problems to be Solved by the Invention'' However, in the above construction method, when forming the spring water tank B, the block 4 is shaped into an uneven shape with a chevron-shaped leg 3 protruding from the flat plate 2. The manufacturing cost per piece is higher than that of general flat blocks, etc.
This construction method, in which a large number of them are used, has a problem in that the construction cost increases. In addition, due to the shape of the block 4, the rigidity of the block itself, that is, the strength against overloading load, is lower than that of a flat block. Therefore, due to long-term use or earthquakes, etc., the durability will decrease and the structure above it will be damaged. There was a fear that it would tilt.

この発明は、上記事情に鑑みてなされたもので施エコス
トの低減を図りつつ基礎あるいは構造物等に生じる湧水
を有効に排水処理でき、耐久性にも優れたブロックを用
いた湧水処理構造を提供することを目的としている。
This invention has been made in view of the above circumstances, and has a spring water treatment structure using blocks that is capable of effectively draining spring water generated on foundations or structures, etc., while reducing construction costs, and has excellent durability. is intended to provide.

「課題を解決するための手段」 本発明は、基礎あるいは構造物などの床盤上に、湧水処
理ブロックおよび/または当該湧水処理ブロックからな
る湧水処理ユニットが所定間隔をおいて複数敷設するこ
とで、その上のコンクリート床スラブとの間に湧水処理
層を形成し、前記湧水処理ブロックを、側面に一方向に
延びる切欠部を有する平板状のブロックから構成し、前
記湧水処理層を、一方向に延びて前記湧水処理ブロック
の切欠部により構戊される第1の排水路と、第1の排水
路と交差して湧水処理ブロックおよび/または湧水処理
ユニット相互間に形成する第2の排水路とを備えた構成
としたものである。
"Means for Solving the Problems" The present invention provides a method for installing a plurality of spring water treatment blocks and/or spring water treatment units including the spring water treatment blocks at predetermined intervals on the floor of a foundation or structure. By doing so, a spring water treatment layer is formed between it and the concrete floor slab above it, and the spring water treatment block is composed of a flat block having a notch extending in one direction on the side surface, and the spring water The treatment layer includes a first drainage channel that extends in one direction and is defined by the notch of the spring water treatment block, and a first drainage channel that intersects with the first drainage channel and connects the spring water treatment block and/or the spring water treatment unit. The structure includes a second drainage channel formed in between.

なお、前記床盤にはPC鋼線を埋設するのが望ましい。Note that it is desirable to bury a PC steel wire in the floor board.

「作用」 上記のような湧水処理ブロックおよび/または湧水処理
ユニットを用いて、これを基礎や構造物の地盤に複数敷
設することで、地下水等から′の湧水は、構造物の床盤
とコンクリート床スラブとの間の湧水処理層においてそ
の縦横に形成された排水路を通して下水道等に排水処理
される。これによって、基礎あるいは建築構造物等を構
築する際に、地盤掘削深さを浅くすることが可能となり
、地中梁を構築するための型枠も不要となる。
``Function'' By using the spring water treatment blocks and/or spring water treatment units described above and laying multiple blocks on the foundation or the ground of a structure, spring water from groundwater etc. can be removed from the floor of the structure. The water is discharged to the sewer system through drainage channels formed vertically and horizontally in the spring water treatment layer between the board and the concrete floor slab. This makes it possible to reduce the depth of ground excavation when constructing a foundation or building structure, and eliminates the need for formwork for constructing underground beams.

「実施例」 以下、この発明の実施例について図面を参照しながら説
明する。
"Embodiments" Hereinafter, embodiments of the present invention will be described with reference to the drawings.

第1図ないし第5図はこの発明に係るブロックを用いた
湧水処理構造を地下構造物等の床構造に設けた例を示し
ている。
1 to 5 show examples in which a spring water treatment structure using blocks according to the present invention is installed in a floor structure of an underground structure or the like.

第1図に示すように地盤Gを掘削してなる底面上には、
鉄筋を配筋しコンクリートを打設して形成した耐圧の床
盤10が設けられ、この床盤10にはその引張側に位置
するようにアンボンドPC鋼線10aがコンクリート中
に埋設されている。
As shown in Figure 1, on the bottom surface formed by excavating the ground G,
A pressure-resistant floor plate 10 formed by arranging reinforcing bars and pouring concrete is provided, and an unbonded PC steel wire 10a is buried in the concrete so as to be located on the tension side of the floor plate 10.

このような床盤10の上には複数の湧水処理ユニット1
1が互いに所定間隔をおいて敷設され、その上に型枠1
2を介してコンクリートが打設されて床スラブ13が形
成され、該床スラブl3及び床盤lO間に湧水処理層1
4が形成されている。
A plurality of spring water treatment units 1 are installed on such a floor plate 10.
1 are laid at a predetermined distance from each other, and formwork 1 is placed on top of it.
2, concrete is cast to form a floor slab 13, and a spring water treatment layer 1 is formed between the floor slab l3 and the floor plate lO.
4 is formed.

前記湧水処理ユニッl−11は、両側面に一方向(八方
向)に延在する切欠部15aを有する複数の平板状の湧
水処理ブロック15から構戎され、隣り合う湧水処理ブ
ロック15の切欠部15aどうしで一方向く八方向)に
延在する第1の排水路l6が形或されている。かかる湧
水処理ユニットl1は、本実施例の場合、湧水処理ブロ
ックl5を一方向に6個ずつかつ他方向(B方向)に3
列並べて構成され、一方向に2本の前記第1の排水路1
6が平行して形或されている。
The spring water treatment unit 1-11 is composed of a plurality of flat spring water treatment blocks 15 having notches 15a extending in one direction (eight directions) on both sides, and adjacent spring water treatment blocks 15 A first drainage channel l6 extending in one direction (eight directions) is formed between the notches 15a. In this embodiment, the spring water treatment unit l1 has six spring water treatment blocks l5 in one direction and three spring water treatment blocks l5 in the other direction (direction B).
The first drainage channels 1 are arranged in a row and have two in one direction.
6 are formed in parallel.

このような湧水処理ユニット1lは、互いに適宜間隔が
開けられて床盤10上に配設され、隣り合う湧水処理ユ
ニットll間に、他方向(B方向)に延在しかつ両側面
において前記第1の排水路l6に連通ずる第2の排水路
17が形或されている。
Such spring water treatment units 1l are arranged on the floorboard 10 at appropriate intervals from each other, and extend in the other direction (direction B) between adjacent spring water treatment units 1l, and are arranged on both sides. A second drainage channel 17 is formed which communicates with the first drainage channel l6.

したがって、湧水処理層14には第1及び第2の排水路
l6、l7からなる排水空間が縦横に設けられているこ
とになる。
Therefore, in the spring water treatment layer 14, drainage spaces consisting of the first and second drainage channels l6 and l7 are provided vertically and horizontally.

なお、第1及び第2の排水路l6、l7の出口は、例え
ば、地盤G内に構築された貯溜槽(図示せず)に地下水
等の湧水Wを溜め、そこから下水道等に排水するように
すればよい。また、第1の排水路l6は、湧水Wの量が
多い場合、第4図に示すように崩水処理ブロックl5の
側面どうしを合わせないで所定間隔Qを開けて、第1の
排水路16の断面積を太き<シ、その上にコンクリート
を打設する際には型枠l8を湧水処理ブロックl5上面
にのせて行えば良い。さらには前記型枠l2、18はベ
ニヤ板、鉄板、プラスチック板等が用いられ、幅が狭い
場合はテーピング等の手段であってもよい。
Note that the outlets of the first and second drainage channels l6 and l7 are, for example, a reservoir tank (not shown) constructed in the ground G that stores spring water W such as groundwater, and drains from there to a sewer or the like. Just do it like this. In addition, when the amount of spring water W is large, the first drainage channel l6 is formed by opening a predetermined interval Q without aligning the sides of the collapse water treatment block l5, as shown in FIG. 4. When the cross-sectional area of block 16 is thicker than 16, and concrete is poured thereon, formwork 18 may be placed on the upper surface of spring water treatment block 15. Furthermore, the formworks 12 and 18 may be made of plywood, iron, plastic, or the like, and if the width is narrow, taping or other means may be used.

前記湧水処理ユニッ}11を構成する湧水処理ブロック
l5は、第5図に示すように、全体が平板形状とされた
もので、この実施例では長さ・幅・高さの各寸法がそれ
ぞれ約390問、200mm、80emに設定されてい
る。この湧水処理ブロック15の上面15bおよび下面
15cは平面とされ、下面15cの長さ方向両縁部(す
なわちA方向)には内方へ湾ttbされた前記切欠部1
5aが形成されている。また、湧水処理ブロック15の
幅方向には軽量化等の目的で複数の比較的内径の大きな
貫通孔l9が穿設されている。さらに、湧水処理を効果
的に行うにあたり湧水処理ブロック15の上面15bに
湧水の上昇を防ぐための防水コーティングを施しても良
い。かかる湧水処理ブロックl5は、コンクリートを主
要材料とし、その他に焼結レンガ等で形成してもよい。
As shown in FIG. 5, the spring water treatment block l5 constituting the spring water treatment unit 11 has a flat plate shape as a whole, and in this embodiment, each dimension of length, width, and height is Each test is set to about 390 questions, 200mm, and 80em. The upper surface 15b and lower surface 15c of this spring water treatment block 15 are flat, and the notch 1 curved inwardly at both lengthwise edges (i.e., direction A) of the lower surface 15c.
5a is formed. Further, a plurality of through holes 19 having a relatively large inner diameter are bored in the width direction of the spring water treatment block 15 for the purpose of reducing weight and the like. Furthermore, in order to effectively treat the spring water, the upper surface 15b of the spring water treatment block 15 may be coated with a waterproof coating to prevent the spring water from rising. The spring water treatment block 15 is mainly made of concrete, and may also be made of sintered bricks or the like.

本実施例の湧水処理構造によれば、以下のような効果を
奏する。
According to the spring water treatment structure of this embodiment, the following effects are achieved.

■ 地下水等の湧水Wを湧水処理層l4に縦横に形成し
た第1及び第2の排水路l6、17において効率的に回
収し、全ての湧水Wを下水道等に排水処理でき、かかる
湧水処理構造を基礎や建築構造物の底部に設けることで
、地下水の浸水を有効に防止できる。
■ Spring water W such as groundwater can be efficiently collected in the first and second drainage channels 16 and 17 formed vertically and horizontally in the spring water treatment layer 14, and all the spring water W can be drained to the sewer etc. By providing a spring water treatment structure at the bottom of a foundation or building structure, it is possible to effectively prevent groundwater from flooding.

■ 湧水処理層l4は、切欠部15aを側面に有する平
板状の湧水処理ブロック15を複数敷設して構成される
ので、施工が容易であり、しかも湧水処理ブロック15
は同一規格のものを大量生産可能であるから、施工コス
トの低減化をおおいに図れる。また、湧水処理ブロック
15間を広げて排水路の断面積を大きくすることで、湧
水量の多い地質にも対応できる。
■ The spring water treatment layer l4 is constructed by laying a plurality of flat spring water treatment blocks 15 having cutouts 15a on the sides, so construction is easy and the spring water treatment blocks 15
Since it is possible to mass-produce products of the same standard, construction costs can be greatly reduced. Further, by widening the distance between the spring water treatment blocks 15 and increasing the cross-sectional area of the drainage channel, it is possible to cope with geological formations with a large amount of spring water.

■ 湧水処理ブロソク15は、側面縁部のみに切欠部1
5aを形成する比較的凹凸の少ない形状であり、床盤1
0上に敷設した場合には安定性が良好で、しかも湧水処
理ブロック15自体は強度及び剛性が高ク、嗣久性に優
れているから、地震等の外力を受けて一部が破損する恐
れが少ない。
■ The spring water treatment block 15 has a notch 1 only on the side edge.
It has a relatively smooth shape that forms the floor plate 1
0, the stability is good when the spring water treatment block 15 is laid on top of the ground, and since the spring water treatment block 15 itself has high strength and rigidity and is excellent in durability, there is a risk that some parts may be damaged by external forces such as earthquakes. Less is.

以上の実施例では、湧水処理層l4に排水路を形成する
配列パターンの一つを示したが、その他にも第6図及び
第7図にそれぞれ示すような配列パターンがある。
In the above embodiment, one of the arrangement patterns for forming drainage channels in the spring water treatment layer l4 was shown, but there are other arrangement patterns as shown in FIGS. 6 and 7, respectively.

即ち、第6図に示す湧水処理構造は、3ヶの湧水処理ブ
ロック15を勇水処理ユニノト11として配列したもの
で、隣り合う湧水処理ユニット1l毎に第1の排水路l
6の向きを変更している。
That is, the spring water treatment structure shown in FIG. 6 is one in which three spring water treatment blocks 15 are arranged as a spring water treatment unit 11, and each adjacent spring water treatment unit 1l has a first drainage channel l.
The orientation of 6 has been changed.

第7図に示す湧水処理構造は、2ヶの湧水処理ブロック
l5を湧水処理ユニットl1として配列したもので、第
6図同様、隣り合う湧水処理ユニットll毎に第1の排
水路l6の向きを変更している。また、ユニットに構成
しないで、1つの湧水処理ブロック15毎に排水路l6
、l7を縦横に設けることでも良い。いずれにしても、
湧水処理構造における排水路形成パターンは、湧水Wの
量、構造物の底面積、地盤状況等に合わせて適宜設定す
ればよいことになる。
In the spring water treatment structure shown in FIG. 7, two spring water treatment blocks 15 are arranged as a spring water treatment unit 11, and as in FIG. 6, each adjacent spring water treatment unit 11 has a first drainage channel. The direction of l6 has been changed. Also, instead of configuring it into a unit, each spring water treatment block 15 has a drainage channel l6.
, l7 may be provided vertically and horizontally. In any case,
The drainage channel formation pattern in the spring water treatment structure may be appropriately set according to the amount of spring water W, the bottom area of the structure, the ground condition, etc.

第8図(イ)ないし(ハ)はそれぞれ湧水処理ブロック
15の別形状を示している。第8図(イ)に示す湧水処
理ブロックl5は断面半円状の切欠部l5aが側面中央
に形成され、第8図(口)に示す湧水処理ブロックl5
は断面L字状の切欠部15aが側面下端に形成され、第
8図(ハ)に示す湧水処理ブロックl5はテーパ状の切
欠部15aが側面下端に形成されたもので、いずれも前
記実施例に適用した場合、同様な作用効果を奏すること
ができる。
FIGS. 8A to 8C show different shapes of the spring water treatment block 15, respectively. The spring water treatment block l5 shown in FIG. 8(a) has a notch l5a with a semicircular cross section formed in the center of the side surface, and the spring water treatment block l5 shown in FIG.
A notch 15a having an L-shaped cross section is formed at the lower end of the side surface, and a spring water treatment block 15 shown in FIG. 8(C) has a tapered notch 15a formed at the lower end of the side surface. When applied to the example, similar effects can be achieved.

「発明の効果」 以上詳細に説明したように、この発明は、基礎あるいは
構造物などの床盤上に、湧水処理ブロックおよび/また
は当該湧水処理ブロンクからなる湧水処理ユニットが所
定間隔をおいて複数敷設することで、その上のコンクリ
ート床スラブとの間に湧水処理層を形成し、前記肩水処
理ブロックを、側面に一方向に延びる切欠部を有する平
板状のブロックから構戊し、前記湧水処理層を、一方向
に延びて前記湧水処理ブロックの切欠部により構成され
る第1の排水路と、第1の排水路と交差して湧水処理ブ
ロックおよび/または湧水処理ユニット相互間に形戎す
る第2の排水路とを備えた構成としたから、湧水処理層
の縦横に形成した各排水路を通して地下水等の湧水を効
率良く排水処理できるとともに、湧水処理ブロック、湧
水処理ユニットの配置パターンは湧水量、使用状況に応
じて適宜設定可能であるから、その適用範囲が広い。さ
らに、湧水処理ユニットは同一形状の湧水処理ブロック
を敷設するだけでよいから、施工コストの低減化が図れ
る。
"Effects of the Invention" As explained in detail above, the present invention provides a spring water treatment block and/or a spring water treatment unit consisting of the spring water treatment bronc at predetermined intervals on the floor of a foundation or structure. A spring water treatment layer is formed between the spring water treatment layer and the concrete floor slab on top of the concrete floor slab, and the shoulder water treatment block is constructed from a flat block having a notch extending in one direction on the side surface. The spring water treatment layer includes a first drainage channel extending in one direction and constituted by a notch of the spring water treatment block, and a spring water treatment block and/or a spring water treatment layer that intersects with the first drainage channel. Since the structure is equipped with a second drainage channel formed between the water treatment units, spring water such as groundwater can be efficiently drained and treated through the drainage channels formed vertically and horizontally in the spring water treatment layer. The arrangement pattern of the water treatment block and spring water treatment unit can be set as appropriate depending on the amount of spring water and usage conditions, so the range of application is wide. Furthermore, since the spring water treatment unit only requires installing spring water treatment blocks of the same shape, construction costs can be reduced.

また、上記湧水処理ブロソクは凹凸の少ない平板形状で
あり、その強度及び嗣久性に優れているから、地震等の
外力により破損する恐れが少なく、しかも床盤上に敷設
した状態では安定性が高く、その上の構造物が傾くよう
な不具合が生じない。
In addition, the spring water treatment block has a flat plate shape with few irregularities, and has excellent strength and durability, so there is little risk of damage due to external forces such as earthquakes, and it is stable when installed on the floor. It is high and does not cause problems such as tilting of the structure above it.

さらには、湧水処理ブロックの製造コストが安い利点も
ある。
Furthermore, there is also the advantage that the manufacturing cost of the spring water treatment block is low.

また、湧水処理構造をこのようなブロック構造とするこ
とで、基礎あるいは建築構造物を構築する際に、地盤掘
削深さを浅くすることが司能となり、地中梁を構築する
ための型枠も不要となる等の効果を奏する。
In addition, by using such a block structure for the spring water treatment structure, it is possible to reduce the depth of ground excavation when constructing foundations or building structures, and it is possible to use a mold for constructing underground beams. This has the advantage of eliminating the need for a frame.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図ないし第5図はこの発明の一実施例を示すもので
、第1図は湧水処理構造の一部断面斜視図、第2図は湧
水処理ユニットの配置図、第3図は第2図■一■矢視断
面図、第4図は湧水量が多い場合の例で第2図IV−I
V矢視断面図、第5図は湧水処理ブロックの全体斜視図
、第6図及び第7図はそれぞれ湧水処理ユニットの別配
置図、第8図(イ)ないし(ハ)は湧水処理ブロックの
別形状図、第9図ないし第11図は従来例を示すもので
、第9図は湧水処理構造の構成図、第1O図はブロック
の全体斜視図、第11図は建築構造物の断面図である。 10・・・・・・床盤、l1・・・・・・湧水処理ユニ
ット、l2・・・・・・型枠、l3・・・・・・床スラ
ブ(コンクリート床スラブ)、14・・・・・・湧水処
理層、15・・・・・・湧水処理ブロック、15a・・
・・・・切欠部、l6・・・・・・第1の排水路、l7
・・・・・・第2の排水路、l8・・・・・・型枠、1
9・・・・・・貫通孔、A・・・・・・一方向、B・・
・・・・他方向、G・・・・・・地盤、W・・・・・・
湧水。
Figures 1 to 5 show an embodiment of the present invention, in which Figure 1 is a partial cross-sectional perspective view of a spring water treatment structure, Figure 2 is a layout diagram of a spring water treatment unit, and Figure 3 is a diagram showing an arrangement of a spring water treatment unit. Figure 2 is a sectional view in the direction of the arrows.
5 is a perspective view of the entire spring water treatment block, Figures 6 and 7 are separate layout diagrams of the spring water treatment unit, and Figures 8 (A) to (C) are spring water treatment blocks. Different shapes of the treatment block, Figures 9 to 11 show conventional examples, Figure 9 is a configuration diagram of the spring water treatment structure, Figure 1O is a perspective view of the entire block, and Figure 11 is the architectural structure. It is a sectional view of an object. 10... Floor plate, l1... Spring water treatment unit, l2... Formwork, l3... Floor slab (concrete floor slab), 14... ...Spring water treatment layer, 15...Spring water treatment block, 15a...
...Notch, l6...First drainage channel, l7
...Second drainage channel, l8...Formwork, 1
9...Through hole, A...One direction, B...
...Other direction, G...Ground, W...
spring.

Claims (2)

【特許請求の範囲】[Claims] (1)基礎あるいは構造物などの床盤上に、湧水処理ブ
ロックおよび/または当該湧水処理ブロックからなる湧
水処理ユニットが所定間隔をおいて複数敷設されること
で、その上のコンクリート床スラブとの間に湧水処理層
が形成され、前記湧水処理ブロックは、側面に一方向に
延びる切欠部を有する平板状のブロックであって、前記
湧水処理層は、一方向に延びて前記湧水処理ブロックの
切欠部により構成される第1の排水路と、第1の排水路
と交差して湧水処理ブロックおよび/または湧水処理ユ
ニット相互間に形成される第2の排水路とを備えている
ことを特徴とするブロックを用いた湧水処理構造。
(1) A plurality of spring water treatment blocks and/or spring water treatment units consisting of the spring water treatment blocks are laid at predetermined intervals on the floor of a foundation or structure, etc., and the concrete floor above A spring water treatment layer is formed between the slab and the spring water treatment block, and the spring water treatment block is a flat block having a notch extending in one direction on a side surface, A first drainage channel formed by a notch in the spring water treatment block; and a second drainage channel that intersects with the first drainage channel and is formed between the spring water treatment block and/or the spring water treatment units. A spring water treatment structure using blocks characterized by comprising:
(2)前記床盤にはPC鋼線が埋設されていることを特
徴とする第1項記載のブロックを用いた湧水処理構造。
(2) The spring water treatment structure using blocks according to item 1, wherein a PC steel wire is buried in the floorboard.
JP15362389A 1989-06-16 1989-06-16 Spring water treating structure using block Pending JPH0321726A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15362389A JPH0321726A (en) 1989-06-16 1989-06-16 Spring water treating structure using block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15362389A JPH0321726A (en) 1989-06-16 1989-06-16 Spring water treating structure using block

Publications (1)

Publication Number Publication Date
JPH0321726A true JPH0321726A (en) 1991-01-30

Family

ID=15566542

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15362389A Pending JPH0321726A (en) 1989-06-16 1989-06-16 Spring water treating structure using block

Country Status (1)

Country Link
JP (1) JPH0321726A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103628502A (en) * 2012-08-21 2014-03-12 邹新建 Method for using plastic drainage plates as hollow floor of underground engineering base plates
CN106065627A (en) * 2016-07-06 2016-11-02 上海建工四建集团有限公司 Building base plate drainage system and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103628502A (en) * 2012-08-21 2014-03-12 邹新建 Method for using plastic drainage plates as hollow floor of underground engineering base plates
CN106065627A (en) * 2016-07-06 2016-11-02 上海建工四建集团有限公司 Building base plate drainage system and construction method thereof
CN106065627B (en) * 2016-07-06 2018-06-19 上海建工四建集团有限公司 Build bottom plate drainage system and its construction method

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