JPH0826572B2 - Rainwater storage tank - Google Patents

Rainwater storage tank

Info

Publication number
JPH0826572B2
JPH0826572B2 JP5053087A JP5308793A JPH0826572B2 JP H0826572 B2 JPH0826572 B2 JP H0826572B2 JP 5053087 A JP5053087 A JP 5053087A JP 5308793 A JP5308793 A JP 5308793A JP H0826572 B2 JPH0826572 B2 JP H0826572B2
Authority
JP
Japan
Prior art keywords
block
plate
peripheral
row
plate portion
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 - Lifetime
Application number
JP5053087A
Other languages
Japanese (ja)
Other versions
JPH06272289A (en
Inventor
森男 宮園
英男 鈴木
Original Assignee
株式会社日東
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 株式会社日東 filed Critical 株式会社日東
Priority to JP5053087A priority Critical patent/JPH0826572B2/en
Publication of JPH06272289A publication Critical patent/JPH06272289A/en
Publication of JPH0826572B2 publication Critical patent/JPH0826572B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は雨水を一時的に貯留する
地下式又は半地下式の雨水貯留槽に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground or semi-underground rainwater storage tank for temporarily storing rainwater.

【0002】[0002]

【従来の技術】近年、建物の増加や地表の舗装率の上昇
に伴い、大量の降雨時には雨水が地下に浸透きずに下水
道や河川に一気に流れ込み、その許容量を越えてしまう
結果、しばしば洪水が発生する。その一方で、普段は河
川の流量が少なくて水質が悪化し、地下水も枯れるとい
った問題が発生している。そのため、雨水を一旦貯留槽
に貯留して河川への流出量を調整する技術が開発されて
いる。
2. Description of the Related Art In recent years, with the increase in buildings and the increase in the pavement ratio on the surface of the earth, rainwater does not penetrate underground and flows into sewers and rivers at a stretch when a large amount of rainfall occurs. appear. On the other hand, there is a problem that the flow rate of rivers is usually low and the water quality deteriorates, and the groundwater also dies. Therefore, a technique has been developed in which rainwater is temporarily stored in a storage tank and the outflow amount to the river is adjusted.

【0003】実開昭62−66977号公報に開示され
ている雨水貯留槽は、底面板部と上面板部を同形状およ
び同厚さに形成し、前後左右の四隅に直角に連設した柱
で底面板部と上面板部を一体に連結した本体部用ブロッ
クを使用するものであり、各柱間に設けた側面開口部が
連通するように本体部用ブロックを前後左右に並設す
る。
In a rainwater storage tank disclosed in Japanese Utility Model Laid-Open No. 62-66977, a bottom plate and a top plate are formed to have the same shape and the same thickness, and they are connected to each other at right and left four corners at right angles. The main body block in which the bottom plate portion and the top plate portion are integrally connected is used, and the main body blocks are arranged side by side in the front-rear and left-right directions so that the side surface openings provided between the columns communicate with each other.

【0004】しかしながら、この雨水貯留槽では、変形
土地で多角形状の雨水貯留槽を構築する際には、外周部
分に設置するブロックについては、当該外周部分の形状
に即した成型用型枠を用いて様々の平面形状のブロック
を個別に成型しなければならず、型枠の設備コストが増
加する。
However, in this rainwater storage tank , when constructing a polygonal rainwater storage tank on a deformed land, the blocks to be installed on the outer peripheral portion are for molding in conformity with the shape of the outer peripheral portion. Blocks of various plane shapes must be individually molded using the mold, which increases the equipment cost of the mold.

【0005】これを嫌うときには、雨水貯留槽の外周部
分をブロック毎の段々状に形成にせざるを得ないのであ
るが、その場合には、外周部分のブロックの角部が変形
敷地の外郭線から突き出てはならないため、該外郭線と
外周部分のブロックとの間には三角形状の未利用スペー
スが段々状に出来てしまう。
When this is disliked, the outer peripheral portion of the rainwater storage tank has to be formed stepwise for each block. In that case, the corners of the block in the outer peripheral portion are separated from the outer line of the deformed site. Since it should not project, a triangular unused space is formed stepwise between the outer line and the block of the outer peripheral portion.

【0006】[0006]

【発明が解決しようとする課題】したがって本発明の目
的は、必要十分な構造的強度を確保することができ、ま
、必要に応じて変形土地にも低コストで対応でき、構
成要素のブロックを変形成型したとき、当該ブロックの
補強柱を簡単かつ的確に挿入固定できる地下式又は半地
下式の雨水貯留槽を提供することである。
Therefore, the object of the present invention is to ensure the necessary and sufficient structural strength.
Also, if necessary, it can respond to deformed land at low cost, and when the block of the constituent element is deformed and molded, an underground type or semi-underground type rainwater storage tank that can easily and accurately insert and fix the reinforcing column of the block Is to provide.

【0007】[0007]

【課題を解決するための手段】以下、添付図面中の参照
符号を用いて説明すると、本発明の雨水貯留槽1は本体
部用ブロック6と周辺部用ブロック16と隅部用ブロッ
ク26とで構成される。本体部用ブロック6は 底面板
部7の前後左右の四隅に直角に連設した柱8,8の上端
部9,9間に水平梁10を直角に連設し、前後左右の各
水平梁10,10間に上面開口部11を形成してあり、
柱8の途中で上側部分6aと下側部分6bに分割して成
型される。
The rainwater storage tank 1 according to the present invention comprises a main body block 6, a peripheral block 16 and a corner block 26, which will be described below with reference to the accompanying drawings. Composed. The main body block 6 has a horizontal beam 10 vertically connected between upper ends 9 and 9 of pillars 8 which are continuously provided at four corners at the front, rear, left, and right of a bottom plate 7, and the horizontal beams 10 at the front, rear, left, and right. , An upper opening 11 is formed between
In the middle of the pillar 8, the upper part 6a and the lower part 6b are divided and molded.

【0008】周辺部用ブロック16は、一つの側面板部
25の上端部に上面板部17を直角に連設し、該側面板
部25の下端部に底面板部18を直角に連設し、該側面
板部25の両側縁部に上面板部17と底面板部18の端
部間を連絡する袖壁部23,23を直角に連設してあ
り、側面板部25の途中で上側部分16aと下側部分1
6bに分割して成型される。
In the block 16 for the peripheral portion, the upper surface plate portion 17 is connected to the upper end portion of one side surface plate portion 25 at a right angle, and the bottom surface plate portion 18 is connected to the lower end portion of the side surface plate portion 25 at a right angle. The sleeve wall portions 23, 23 that connect the end portions of the upper surface plate portion 17 and the bottom surface plate portion 18 are connected to each other at both side edges of the side surface plate portion 25 at a right angle. Part 16a and lower part 1
It is divided into 6b and molded.

【0009】隅部用ブロック26は、二つの側面板部2
8,29を直角に連設し、該側面板部28,29の下端
部に底面板部27を直角に連設し、該側面板部28,2
9の上端部に上面板部30を直角に連設してあり、側面
板部28,29の途中で上側部分26aと下側部分26
bに分割して成型される。
The corner block 26 includes two side plate portions 2.
8 and 29 are connected to each other at a right angle, and a bottom plate 27 is connected to the lower ends of the side surface plates 28 and 29 at a right angle.
An upper surface plate portion 30 is connected to the upper end portion 9 at a right angle, and the upper side portion 26a and the lower side portion 26 are provided in the middle of the side surface plate portions 28 and 29.
It is divided into b and molded.

【0010】本体部用ブロック6は前後左右方向に並設
され、この本体部用ブロック6群の前後左右の各側面開
放部2は、列設した周辺部用ブロック16で閉塞され
る。前後方向の周辺部用ブロック16の列と左右方向の
周辺部用ブロック16の列との間の空所は隅部用ブロッ
ク26で閉塞される。各本体部用ブロック6の上面開口
部11は、前後左右の各水平梁10に載せた蓋板21で
閉塞される。各構成要素は適正な組立状態が保持される
よう相互に固定される。
The main body block 6 is arranged side by side in the front-rear and left-right directions, and the front, rear, left and right side surface opening portions 2 of the main body block 6 group are closed by a peripheral block 16 provided in a row. A space between the row of peripheral block 16 in the front-rear direction and the row of peripheral block 16 in the left-right direction is closed by a corner block 26. The upper surface opening 11 of each main body block 6 is closed by a cover plate 21 placed on each of the front, rear, left and right horizontal beams 10. The respective components are fixed to each other so that the proper assembled state is maintained.

【0011】[0011]

【作用】敷地面積に対応して所要個数の本体部用ブロッ
ク6が、各側面開口部14を互いに連通させて前後左右
に配置され、本体部用ブロック6群の側面開放部2は前
記側面開口部14の集合によって構成される。各側面開
放部2を周辺部用ブロック16で閉塞し、蓋板21で本
体部用ブロック6の上面開口部11を閉塞し、四隅を隅
部用ブロック26で閉塞することによって貯水用空間5
が形成される。
The required number of main body blocks 6 corresponding to the site area are arranged in front, rear, left and right with the respective side surface openings 14 communicating with each other, and the side surface opening 2 of the main body block 6 group is the side surface opening. It is composed of a set of parts 14. Each side surface opening 2 is closed by the peripheral block 16, the top plate opening 11 of the main body block 6 is closed by the cover plate 21, and the four corners are closed by the corner blocks 26 to store the water storage space 5.
Is formed.

【0012】変形敷地に対応するために本体部用ブロッ
ク6の底面板部7を面積が縮小する方向に変形させて、
本来の柱8を1本ないし3本省いてしまった場合、本体
部用ブロック6の上載荷重に対する強度を確保するため
には、底面板部7と上面板12間または底面板部7と水
平梁10間に該荷重を下支えする補強柱34を挿入固定
する必要がある。
The bottom plate 7 of the main body block 6 is deformed in a direction in which the area is reduced in order to correspond to the deformed site,
When one or three original columns 8 are omitted, in order to secure the strength against the top load of the body block 6, the space between the bottom plate 7 and the top plate 12 or between the bottom plate 7 and the horizontal beam 10 is required. In between, it is necessary to insert and fix the reinforcing column 34 that supports the load.

【0013】この場合には、例えば先に本体部用ブロッ
ク6の下側部分6bを所定位置に設置してから、該下側
部分6bの底面板部7の適所に補強柱34を固定し、そ
の後、本体部用ブロック6の上側部分6aを吊り降ろし
て、補強柱34に該上側部分6aを固定する。
In this case, for example, the lower portion 6b of the main body block 6 is first installed at a predetermined position, and then the reinforcing column 34 is fixed to an appropriate position of the bottom plate portion 7 of the lower portion 6b, After that, the upper portion 6a of the main body block 6 is hung, and the upper portion 6a is fixed to the reinforcing column 34.

【0014】標準形より面積が縮小する方向に変形して
成型された周辺部用ブロック16や隅部用ブロック26
に対する補強柱の挿入固定も同様にしてなされ、貯水空
間5の上下内壁面間には必要な本数の補強柱34が取り
付けられる。
Peripheral block 16 and corner block 26 are formed by being deformed in a direction in which the area is smaller than the standard type.
Similarly, the reinforcement columns are inserted and fixed in the same manner, and a required number of reinforcement columns 34 are attached between the upper and lower inner wall surfaces of the water storage space 5.

【0015】該貯水用空間5には地表の導水口に通じた
注入管路より雨水が流入して貯留される。降雨後の適当
な段階で雨水はポンプで汲み上げられ、排水管路を経て
順次河川に放水される。これによって河川の流量調整が
なされ、大量の雨水が一時に流入することによる河川の
氾濫が防止される。
Rainwater flows into and is stored in the water storage space 5 from an injection pipe communicating with a water inlet on the surface of the earth. Rainwater is pumped up at an appropriate stage after rainfall, and is sequentially discharged to rivers through drainage pipes. As a result, the flow rate of the river is adjusted, and the flood of the river due to the inflow of a large amount of rainwater at one time is prevented.

【0016】[0016]

【実施例】図1から図7に示した本発明の一実施例で
は、底面板部7の前後左右の四隅に柱8を直角に連設
し、各柱8の上端部9,9間に水平梁10を直角に連設
し、前後左右の水平梁10,10間に上面開口部11を
設けた鉄筋コンクリート製の本体部用ブロック6が使用
されている。この本体部用ブロック6は、柱8の高さの
中間点付近で上側部分6aと下側部分6bに分割して成
型されている。上側部分6aには、左右の水平梁10の
一方または双方の外側面に水平梁10と平行に凸部13
を設けてある。前後左右の各水平梁10の内側面の下部
には、補強用ハンチ15を設けてある。
In one embodiment of the present invention shown in FIGS. 1 to 7, pillars 8 are connected at right angles to the front, rear, left and right four corners of a bottom plate 7, and between the upper ends 9 and 9 of each pillar 8. A block 6 for a main body made of reinforced concrete is used, in which horizontal beams 10 are continuously arranged at right angles, and an upper surface opening 11 is provided between the horizontal beams 10 on the front, rear, left and right. The body block 6 is divided into an upper portion 6a and a lower portion 6b near the midpoint of the height of the pillar 8 and is molded. The upper portion 6a has a convex portion 13 parallel to the horizontal beam 10 on the outer surface of one or both of the left and right horizontal beams 10.
Is provided. Reinforcing haunches 15 are provided on the lower portions of the inner side surfaces of the front, rear, left and right horizontal beams 10.

【0017】本体部用ブロック6は前後方向については
相当接して配置され、左右方向については離隔して配置
されている。本体部用ブロック6群の外周部には、左右
水平梁10の一方だけに凸部13を設けた本体部用ブロ
ックが配置され、それより内側には、左右水平梁10の
双方に凸部13を設けた本体部用ブロックが配置されて
いる。鉄筋コンクリート製の周辺部用ブロック16は、
側面板部25の高さの中間点付近で上側部分16aと下
側部分16aに分割して成型されている。
The blocks 6 for the main body portion are arranged so as to be in contact with each other in the front-rear direction, and are separated from each other in the left-right direction. On the outer peripheral portion of the main body block 6 group, a main body block in which a convex portion 13 is provided on only one of the left and right horizontal beams 10 is arranged, and inside thereof, the convex portion 13 is formed on both the left and right horizontal beams 10. The block for the main body is provided. The peripheral block 16 made of reinforced concrete is
Near the midpoint of the height of the side plate portion 25, it is divided into an upper portion 16a and a lower portion 16a and molded.

【0018】離隔設置した本体部用ブロック6a,6a
間の底面開放部3は、プレキャストまたは現場打設の鉄
筋コンクリート製の中間底板19で閉塞されている。離
隔設置した本体部用ブロック6a,6a間の上面開放部
4は、鉄筋コンクリートで成型された中間蓋板20で閉
塞され、該中間蓋板20は前記凸部13,13に載せら
れている。このように形成された本体部用ブロック群の
側面開放部2並びに周辺部の中間底板19と中間蓋板2
0間の開放部は、列設した周辺部用ブロック16で閉塞
されている。
Blocks 6a, 6a for the main body, which are spaced apart from each other
The bottom open portion 3 between them is closed by an intermediate bottom plate 19 made of reinforced concrete which is precast or cast on site. The upper surface open part 4 between the main body blocks 6a, 6a which are installed apart from each other is closed by an intermediate cover plate 20 formed of reinforced concrete, and the intermediate cover plate 20 is placed on the convex parts 13, 13. The side surface opening portion 2 of the main body block group formed in this way and the intermediate bottom plate 19 and intermediate lid plate 2 in the peripheral portion
The open portion between 0s is closed by the peripheral block 16 provided in a row.

【0019】周辺部用ブロック16によっては閉塞でき
ない四隅部分には、鉄筋コンクリート製の隅部用ブロッ
ク26が挿入される。隅部用ブロック26は、側面板部
28,29の高さの中間点付近で上側部分26aと下側
部分26bに分割して成型されている。各本体部用ブロ
ック6の上面開口部11は鉄筋コンクリート製の蓋板2
1によって閉塞される。この蓋板21は前後左右の各端
部を本体部用ブロック6の前後左右の各水平梁10に単
に載せることによって設置されている。通常、蓋板21
はそれ自体の重量によって当初の設定位置に安定に保持
されるが、必要に応じて蓋板21を本体部用ブロック6
に積極的に固定することもできる。
Corner blocks 26 made of reinforced concrete are inserted into the four corners which cannot be closed by the peripheral block 16. The corner block 26 is formed by being divided into an upper portion 26a and a lower portion 26b near the midpoint of the heights of the side plate portions 28, 29. The upper surface opening 11 of each body block 6 is a cover plate 2 made of reinforced concrete.
Blocked by 1. The lid plate 21 is installed by simply mounting the front, rear, left and right ends on the front, rear, left and right horizontal beams 10 of the main body block 6. Normally, the lid plate 21
Is stably held in the initial set position by its own weight, but if necessary, the cover plate 21 is attached to the main body block 6
It can also be fixed positively.

【0020】例えば本体部用ブロック6に埋設したナッ
ト型インサートに蓋板21の透孔から締付ボルトをねじ
込んだり、本体部用ブロック6に埋設して蓋板21の透
孔に挿通したスタッドボルトに締付ナットを螺合した
り、蓋板21と本体部用ブロック6に埋設したナット型
インサートに連絡プレートの各端部の透孔から締付ボル
トをねじ込んだり、蓋板21と本体部用ブロック6に埋
設したスタッドボルトを連絡プレートの各端部の透孔に
挿通して締付ナットを螺合する等して、蓋板21を本体
部用ブロック6に締付け固定することができる。中間蓋
板20や中間底板19についても同様である。蓋板21
は端面同志を当接させて本体部用ブロック6群上に敷き
詰めることもできる。
For example, a tightening bolt is screwed into the nut type insert embedded in the body block 6 from the through hole of the cover plate 21, or a stud bolt embedded in the body block 6 and inserted into the through hole of the cover plate 21. For the cover plate 21 and the main body part, screw a tightening nut into the cover plate, or screw a tightening bolt into the nut type insert embedded in the cover plate 21 and the main body block 6 from the through holes at each end of the communication plate. The lid plate 21 can be tightened and fixed to the main body block 6 by inserting the stud bolts embedded in the block 6 into the through holes at the respective ends of the connecting plate and screwing the tightening nuts. The same applies to the intermediate lid plate 20 and the intermediate bottom plate 19. Lid plate 21
Alternatively, the end faces may be brought into contact with each other and spread over the main body block 6 group.

【0021】雨水貯留槽1の前後方向の一方または双方
の側面開放部2と左右方向の一方または双方の側面開放
部2は、前記周辺部用ブロック16と隅部用ブロック2
6を用いる代わりに、図22に示したように一枚または
複数枚の鉄筋コンクリートのプレキャスト壁板31また
は現場打設壁板32で閉塞することもできる。ただし、
雨水貯留槽1の前後方向の双方の側面開放部2と左右方
向の双方の側面開放部2を同時に、すなわち雨水貯留槽
1の前後左右の四つの側面開放部2の全部をプレキャス
ト壁板31または現場打設壁板32で閉塞することは、
本発明の周辺部用ブロック16と隅部用ブロック26に
よる補強効果が得られないことになるので行わない。
場打設壁板32で双方の側面開放部2を閉塞するときに
は、どちらか一方の壁板32の打設時に使用した型枠部
材は、蓋板21をまだ装着していない本体部用ブロック
6の上面開口部11から搬出することができる。
One or both side surface opening portions 2 in the front-rear direction of the rainwater storage tank 1 and one or both side surface opening portions 2 in the left-right direction are the peripheral block 16 and the corner block 2 respectively.
Instead of using 6, it may be closed with one or more reinforced concrete precast wallboards 31 or cast-in-place wallboards 32 as shown in FIG. However,
Left and right side openings 2 on both front and rear sides of the rainwater storage tank 1
Facing both side openings 2 at the same time, that is, the rainwater storage tank
Pre-casing all four side open parts 2 on the front, back, left and right
To block with the wall plate 31 or the wall plate 32 cast on site,
In the peripheral block 16 and the corner block 26 of the present invention,
Do not do so because it will not be able to obtain the reinforcing effect. When closing the both side opening parts 2 with the site cast wall plate 32, the form member used at the time of placing one of the wall plates 32 is the block 6 for the main body part to which the cover plate 21 is not yet attached. It can be carried out from the upper surface opening 11 of the.

【0022】本体部用ブロック6と本体部用ブロック6
間、本体部用ブロック6と周辺部用ブロック16間、周
辺部用ブロック16と周辺部用ブロック16間、周辺部
用ブロック16と隅部用ブロック26間、プレキャスト
壁板31と本体部用ブロック6間、プレキャスト壁板3
1と周辺部用ブロック16間、蓋板21と本体部用ブロ
ック6間、中間蓋板20と本体部用ブロック6間、中間
蓋板20と周辺部用ブロック16間、中間底板19と本
体部部用ブロック6間、中間底板19と周辺部用ブロッ
ク16間、本体部用ブロック6の上側部分6aと下側部
分6b間、周辺部用ブロック16の上側部分16aと下
側部分16b間、隅部用ブロック26の上側部分26a
と下側部分26b間等には、必要に応じてパッキング部
材や定型シール部材の装填あるいはコーキング材の充填
等によって、適当な止水処理がなされる。
Main body block 6 and main body block 6
Between the main body block 6 and the peripheral block 16, between the peripheral block 16 and the peripheral block 16, between the peripheral block 16 and the corner block 26, the precast wall plate 31 and the main body block. Precast wallboard 3 between 6
1 between the block 16 for the peripheral part, between the cover plate 21 and the block 6 for the main body part, between the intermediate cover plate 20 and the block 6 for the main body part, between the intermediate cover plate 20 and the block 16 for the peripheral part, the intermediate bottom plate 19 and the main body part. Between the block 6 for parts, between the intermediate bottom plate 19 and the block 16 for the peripheral part, between the upper part 6a and the lower part 6b of the block 6 for the main body part, between the upper part 16a and the lower part 16b of the block 16 for the peripheral part, the corners. Upper part 26a of the block 26 for parts
Between the lower part 26b and the lower part 26b, etc., if necessary, a suitable waterproofing treatment is performed by loading a packing member or a regular sealing member or a caulking material.

【0023】また、本体部用ブロック6と本体部用ブロ
ック6間、本体部用ブロック6と周辺部用ブロック16
間、隅部用ブロック26と周辺部用ブロック16、本体
部用ブロック6とプレキャスト壁板31、周辺部用ブロ
ック16とプレキャスト壁板31間、本体部用ブロック
6の上側部分6aと下側部分6b間、周辺部用ブロック
16の上側部分16aと下側部分16b間、隅部用ブロ
ック26の上側部分26aと下側部分26b間等の構成
要素の相互間の固定についても、必要に応じて一方に埋
設したナット型インサートに他方の透孔から締付ボルト
をねじ込んだり、一方に埋設して他方の透孔に挿通した
スタッドボルトに締付ナットを螺合したり、双方に埋設
したナット型インサートに対し連絡プレートの各端部の
透孔から締付ボルトをねじ込んだり、双方に埋設したス
タッドボルトを連絡プレートの各端部の透孔に挿通して
締付ナットを螺合したり、双方の透孔に挿通したPC鋼
材の各端部を定着部材によって双方の端部に定着する等
して行うことができる。
Also, between the body block 6 and the body block 6, between the body block 6 and the peripheral block 16
Between the corner block 26 and the peripheral block 16, the main body block 6 and the precast wall plate 31, between the peripheral block 16 and the precast wall plate 31, the upper portion 6a and the lower portion of the main body block 6 6b, between the upper portion 16a and the lower portion 16b of the peripheral block 16, and between the upper portion 26a and the lower portion 26b of the corner block 26, etc., may be fixed as necessary. A nut type embedded in one inserts a tightening bolt into the insert through the other through-hole, or a stud bolt embedded in one and inserted through the other through-hole with a tightening nut. Insert the tightening bolts into the insert from the through holes at each end of the communication plate, or insert the stud bolts embedded in both sides into the through holes at each end of the communication plate and screw in the tightening nuts. Or it can be done by, for example fixed to the ends of both the fixing members each end of the PC steel material is inserted into both holes.

【0024】図8から図10に示した実施例で使用する
鉄筋コンクリート製の本体部用ブロック6は、底面板部
7の前後左右の四隅に直角に連設した柱8,8の上端部
9,9間に水平梁10を直角に連設し、前後左右の各水
平梁10の上側に上面板部12を連設してあり、柱8の
高さの中間点付近で上側部分6aと下側部分6bに分割
して成型したものである。その他は前記実施例と同じで
あり、前後左右に並設された本体部用ブロック群の側面
開放部2は、周辺部用ブロック16によって閉塞され、
四隅部には隅部用ブロック26が配置されている。この
ように上面板部12がある本体部用ブロック6では、補
強柱34の取付け位置の選定が広範に行える。
The block 6 for the main body made of reinforced concrete used in the embodiment shown in FIGS. 8 to 10 has upper ends 9 of pillars 8, 8 which are connected to the four corners of the bottom plate 7 in the front, rear, left and right at right angles. Horizontal beams 10 are connected to each other at a right angle between 9 and upper surface plates 12 are connected to the upper sides of the front, rear, left and right horizontal beams 10, respectively, and the upper portion 6a and the lower portion are located near the midpoint of the height of the pillar 8. It is divided into parts 6b and molded. Others are the same as the above-mentioned embodiment, the side surface opening portion 2 of the main body block group arranged side by side in the front, rear, left and right is closed by the peripheral block 16.
Blocks 26 for corners are arranged at the four corners. As described above, in the main body block 6 having the upper surface plate portion 12, the mounting position of the reinforcing column 34 can be widely selected.

【0025】図11から図13に示した実施例で使用す
る本体部用ブロック6は、図4と図5に示した本体部用
ブロック6から水平梁10の内側面下部のハンチ15を
省略した形のものであり、その他の構成と設置形態は前
記実施例と同じである。
The main body block 6 used in the embodiment shown in FIGS. 11 to 13 has the main body block 6 shown in FIG. 4 and FIG. The other configurations and installation forms are the same as those in the above embodiment.

【0026】図14から図16に示した実施例で使用す
る本体部用ブロック6は、図9と図10に示した本体部
用ブロック6から水平梁10の内側面下部のハンチ15
を省略した形のものであり、その他の構成と設置形態は
前記実施例と同じである。
The main body block 6 used in the embodiment shown in FIGS. 14 to 16 is the main body block 6 shown in FIG. 9 and FIG.
Is omitted, and other configurations and installation forms are the same as those in the above-mentioned embodiment.

【0027】図17は正方形や長方形以外の変形土地に
多角形型の雨水貯留槽22を敷設する場合を示してい
る。このような雨水貯留槽22を構築する際には、変形
敷地の外郭線から離れている本体部分については、前記
実施例で使用された各本体部用ブロッック6がそのまま
使用される。また、この本体部用ブロックの配置基準線
と平行である外郭線に隣接する部分についても、前記実
施例で使用された周辺部用ブロック16がそのまま使用
される。
FIG. 17 shows a case where a polygonal rainwater storage tank 22 is laid on a deformed land other than a square or a rectangle. When constructing such a rainwater storage tank 22, the main body block 6 used in the above-described embodiment is used as it is for the main body portion that is distant from the outline of the transformation site. Further, the peripheral block 16 used in the above-described embodiment is used as it is for the portion adjacent to the contour line parallel to the arrangement reference line of the main body block.

【0028】他方、本体部用ブロックの配置基準線に対
して傾斜している外郭線に隣接する部分については、敷
地の平面形状に対応して、上面板部17および底面板部
18の側面板部25からの突出長さと平面形状を変化さ
せた周辺部用ブロック16と、底面板部7の平面形状を
同様に変更させた本体部用ブロック24が使用される。
このような変形させた周辺部用ブロックや本体部用ブロ
ックは、当該ブロックの成型に際して、同一の成型用型
枠の適所に仕切板を挿入することによって成型される。
この変形態様と大きさによって変形ブロックには、図1
8から図20に示したように所要本数の補強柱34が挿
入固定される。なお、図21に示したように袖壁部のな
い周辺部用ブロック16を部分的には使用することもで
きる。
On the other hand, as for the portion adjacent to the contour line that is inclined with respect to the arrangement reference line of the main body block, the side surface plates of the top plate portion 17 and the bottom plate portion 18 correspond to the planar shape of the site. Peripheral block 16 in which the projecting length from part 25 and the planar shape are changed and main part block 24 in which the planar shape of bottom plate 7 is also changed are used.
The peripheral block and the main body block thus deformed are molded by inserting a partition plate into an appropriate position of the same molding frame when molding the block.
According to this deformation mode and size, the deformation block is shown in FIG.
As shown in FIG. 8 to FIG. 20, the required number of reinforcing columns 34 are inserted and fixed. As shown in FIG. 21, the peripheral block 16 having no sleeve wall may be partially used.

【0029】なお、本体部用ブロック6の水平梁10に
対する蓋板21の載せ方としては、図示のように蓋板2
1の全厚さが水平梁10の上面より上に来る、いわゆる
上載せ蓋方式の外、水平梁10に蓋板21の厚さに等し
い深さの段差部を設け、蓋板21の上面を水平梁10の
上面と同じ水平面に来させる、いわゆる落とし蓋方式な
ども採用することができる。
As a method of placing the lid plate 21 on the horizontal beam 10 of the main body block 6, the lid plate 2 is placed as shown in the figure.
In addition to the so-called top cover method in which the total thickness of 1 is above the upper surface of the horizontal beam 10, a step portion having a depth equal to the thickness of the cover plate 21 is provided on the horizontal beam 10 so that the upper surface of the cover plate 21 is It is also possible to employ a so-called drop lid method in which the horizontal beam 10 is placed on the same horizontal surface as the upper surface.

【0030】[0030]

【発明の効果】以上のように本発明の雨水貯留槽は、底
面板部7の前後左右の四隅に設けた柱8,8の上端部
9,9間に水平梁10を設け、前後左右の各水平梁1
0,10間に上面開口部11を残した本体部用ブロック
6と、側面板部25の両側縁部に上面板部17と底面板
部18の端部間を連絡する袖壁部23,23を連設した
周辺部用ブロック16と、直交する二つの側面板部2
8,29に上面板部30と底面板部27を直角に連設し
た隅部用ブロック26とで構成され、本体部用ブロック
群の側面開放部2を周辺部用ブロック16で閉塞し、四
隅を隅部用ブロック26で閉塞し、各水平梁10に載せ
た蓋板21で本体部用ブロック6の上面開口部11を閉
塞したものであり、本体部用ブロック6の前後左右の柱
8と水平梁10と蓋板21で上載荷重を支持する一方、
周辺部用ブロック16の袖壁部13が側圧に対する補強
手段となっているため、構造的強度の高い雨水貯留層を
的確に構築することができる。
As described above, in the rainwater storage tank of the present invention, the horizontal beam 10 is provided between the upper ends 9 and 9 of the columns 8 provided at the four corners of the bottom plate 7 in the front, rear, left, and right directions. Each horizontal beam 1
The block 6 for the main body part having the upper surface opening 11 left between 0 and 10, and the sleeve wall parts 23, 23 for connecting the ends of the upper surface plate part 17 and the bottom surface plate part 18 to both side edges of the side surface plate part 25. Block 16 for the peripheral part, which is connected in series, and two side plate parts 2 orthogonal to each other
8 and 29, and a corner block 26 in which a top plate portion 30 and a bottom plate portion 27 are connected to each other at a right angle, and the side surface open portion 2 of the main body block group is closed by the peripheral block 16 to form four corners. Is closed by a corner block 26, and a top plate opening 11 of the main body block 6 is closed by a cover plate 21 placed on each horizontal beam 10. While the horizontal beam 10 and the cover plate 21 support the top load,
Since the sleeve wall portion 13 of the peripheral block 16 serves as a reinforcing means against lateral pressure, it is possible to accurately construct a rainwater storage layer having high structural strength.

【0031】 本発明の別の雨水貯留槽は、底面板部7と
上面板部12の前後左右の四隅間に設けた柱8,8の上
端部9,9間に水平梁10を設け、前後左右の各水平梁
10の上側に上面板部12を連設した本体部用ブロック
6と、前記周辺部用ブロック16および前記隅部用ブロ
ック26とで構成されるものであり、本体部用ブロック
6は前後左右の柱8と上面板部12で上載荷重を支持す
るのであるが、各柱8の上端部間に設けた前後左右の水
平梁10が上面板部12の補強手段となっているので、
スラブ部材としての上面板部12の厚さを減少させるこ
とができ、そのため本体部用ブロック6の単体重量が軽
量化され、搬送や据付け時の作業性が向上し、また材料
も節約されてコストが削減される。
[0031] Another rainwater storage tank of the present invention, the horizontal beams 10 provided between the upper end portion 9, 9 of the pillar 8, 8 provided between the front and rear left and right corners of the bottom plate portion 7 and the upper plate portion 12, the front and rear The main body block 6 includes a main body block 6 in which an upper surface plate 12 is continuously provided above the left and right horizontal beams 10, a peripheral block 16 and a corner block 26. Reference numeral 6 supports front and rear, left and right columns 8 and the upper plate portion 12 to support the top load, and front, rear, left and right horizontal beams 10 provided between the upper ends of the columns 8 serve as reinforcing means for the upper plate portion 12. So
It is possible to reduce the thickness of the upper surface plate portion 12 as a slab member, so that the weight of the main body block 6 alone is reduced, the workability at the time of transportation and installation is improved, and the material is saved, resulting in cost reduction. Is reduced.

【0032】 また、周辺部用ブロック16の上面板部1
7と底面板部18間には、側面板部25に連設した袖壁
部23以外には中間柱や隅柱が一切存在していないの
で、周辺部用ブロック16の成型に際して、同一の成型
用型枠の適所に仕切板を挿入することによって、敷地の
外周部分の外郭線に応じて、上面板部17と底面板部1
8の側面板部25からの突き出し長さと平面形状を適宜
調整することが可能であり、これによって各種の変形土
地に的確に対応することができる。敷地の外周部分の形
状に応じて、各種の成型用型枠を多数準備する必要がな
いので、型枠の設備コストを節減できる。また、柱が存
在しないので、周辺部ブロック16の全体重量が軽くな
って搬送や据付け時の作業性が良いる。
Further, the top plate portion 1 of the peripheral block 16
Since there are no intermediate columns or corner columns between the bottom plate portion 7 and the bottom plate portion 18 except for the sleeve wall portion 23 connected to the side plate portion 25, the same molding is performed when molding the peripheral block 16. By inserting a partition plate in the proper place of the formwork, the top plate part 17 and the bottom plate part 1 can be arranged according to the outline of the outer peripheral part of the site.
It is possible to appropriately adjust the protruding length and the planar shape of the side plate portion 8 from the side surface plate portion 25, and thus it is possible to appropriately cope with various deformed lands. Since it is not necessary to prepare many molds of various types according to the shape of the outer peripheral portion of the site, the equipment cost of the molds can be reduced. Further, since there are no pillars, the overall weight of the peripheral block 16 is light, and the workability during transportation and installation is good.

【0033】 本発明では、本体部用ブロック6を上側部
分6aと下側部分6bに二分割して成型してあり、上側
部分6aと下側部分6bは未連結の状態では相対変位可
能であるから、変形敷地に対応するために底面板部7ま
たは底面板部7と上面板部12の平面形状を標準形から
面積が滅少する方向に変形して本来の柱8を1本なしし
3本省いたとき、残余の底面板部7と上面板部12間ま
たは底面板部7と水平梁10間に追加するべき補強柱3
4の挿入固定は、補強柱34が斜めに傾ぐことなく適正
姿勢で的確になされる。周辺部用ブロック16と隅部用
ブロック26も上下に二分割して成型されているため、
同様に補強柱34が必要であるとき、その挿入固定を簡
単に行うことができる。
In the present invention, the body block 6 is divided into two parts, that is, an upper part 6a and a lower part 6b, and the upper part 6a and the lower part 6b are relatively displaceable in an unconnected state. Therefore, in order to correspond to the modified site, the planar shape of the bottom plate portion 7 or the bottom plate portion 7 and the top plate portion 12 is deformed from the standard shape in the direction in which the area is reduced, and the original pillar 8 is eliminated. When omitted, the reinforcing columns 3 to be added between the remaining bottom plate portion 7 and the top plate portion 12 or between the bottom plate portion 7 and the horizontal beam 10.
Insertion and fixing of No. 4 are properly performed in an appropriate posture without the reinforcing columns 34 tilting obliquely. Since the peripheral block 16 and the corner block 26 are also formed by being divided into upper and lower parts,
Similarly, when the reinforcing column 34 is needed, its insertion and fixing can be easily performed.

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

【図1】 本発明の一実施例に係る雨水貯留槽の平面図
である。
FIG. 1 is a plan view of a rainwater storage tank according to an embodiment of the present invention.

【図2】 図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】 図1のB−B線断面図である。FIG. 3 is a sectional view taken along line BB of FIG. 1;

【図4】 図1の雨水貯留槽に使用した本体部用ブロッ
クの斜視図である。
4 is a perspective view of a main body block used in the rainwater storage tank of FIG. 1. FIG.

【図5】 図1の雨水貯留槽に使用した別の本体部用ブ
ロックの斜視図である。
5 is a perspective view of another main body block used in the rainwater storage tank of FIG. 1. FIG.

【図6】 図1の雨水貯留槽に使用した周辺部用ブロッ
クの斜視図である。
FIG. 6 is a perspective view of a peripheral block used in the rainwater storage tank of FIG. 1.

【図7】 図1の雨水貯留槽に使用した隅部用ブロック
の斜視図である。
7 is a perspective view of a corner block used in the rainwater storage tank of FIG. 1. FIG.

【図8】 本発明の別の実施例における図2に対応した
断面図である。
FIG. 8 is a sectional view corresponding to FIG. 2 in another embodiment of the present invention.

【図9】 図8の雨水貯留槽に使用した本体部用ブロッ
クの斜視図である。
9 is a perspective view of a main body block used in the rainwater storage tank of FIG.

【図10】 図8の雨水貯留槽に使用した別の本体部用
ブロックの斜視図である。
FIG. 10 is a perspective view of another main body block used in the rainwater storage tank of FIG.

【図11】 本発明の更に別の実施例における図2に対
応した断面図である。
FIG. 11 is a sectional view corresponding to FIG. 2 in still another embodiment of the present invention.

【図12】 図11の雨水貯留槽に使用した本体部用ブ
ロックの斜視図である。
12 is a perspective view of a main body block used in the rainwater storage tank of FIG. 11. FIG.

【図13】 図11の雨水貯留槽に使用した別の本体部
用ブロックの斜視図である。
FIG. 13 is a perspective view of another main body block used in the rainwater storage tank of FIG. 11.

【図14】 本発明の他の実施例における図2に対応し
た断面図である。
FIG. 14 is a sectional view corresponding to FIG. 2 in another embodiment of the present invention.

【図15】 図14の雨水貯留槽に使用した本体部用ブ
ロックの斜視図である。
FIG. 15 is a perspective view of a main body block used in the rainwater storage tank of FIG.

【図16】 図14の雨水貯留槽に使用した別の本体部
用ブロックの斜視図である。
16 is a perspective view of another main body block used in the rainwater storage tank of FIG. 14. FIG.

【図17】 本発明の更に他の実施例に係る雨水貯留槽
であり、変形土地に敷設されたときの平面図である。
FIG. 17 is a plan view of a rainwater storage tank according to still another embodiment of the present invention when the rainwater storage tank is laid on a modified land.

【図18】 図17の雨水貯水槽に使用した変形の本体
部用ブロックの分解状態の斜視図である。
FIG. 18 is a perspective view of a modified main body block used in the rainwater storage tank of FIG. 17 in an exploded state.

【図19】 図17の雨水貯水槽に使用した周辺部用ブ
ロックの分解状態の斜視図である。
FIG. 19 is a perspective view of a peripheral block used in the rainwater storage tank of FIG. 17 in an exploded state.

【図20】 図17の雨水貯水槽に使用した周辺部用ブ
ロックの分解状態の斜視図である。
20 is a perspective view of a peripheral block used in the rainwater storage tank of FIG. 17 in an exploded state.

【図21】 袖壁部を省略した周辺部用ブロックの斜視
図である。
FIG. 21 is a perspective view of a peripheral block in which a sleeve wall is omitted.

【図22】 本発明の他の実施例における雨水貯留槽の
平面図である。
FIG. 22 is a plan view of a rainwater storage tank according to another embodiment of the present invention.

【符号の説明】 1 雨水貯留槽 2 側面開放部 3 底面開放部 4 上面開放部 5 内部空間 6 本体部用ブロック 6a 本体部用ブロックの上側部分 6b 本体部用ブロックの下側部分 7 底面板部 8 柱 9 柱の上端部 10 水平梁 11 水平梁間の開口部 12 上面板部 13 凸部 14 側面間口部 15 ハンチ 16 周辺部用ブロック 16a 周辺部用ブロックの上側部分 16b 主変部用ブロックの下側部分 17 周辺部用ブロック上面板部 18 周辺部用ブロック底面板部 19 中間底板 20 中間蓋板 21 蓋板 22 雨水貯留槽 23 袖壁部 24 変形本体部用ブロック 25 周辺部用ブロックの側面板部 26 隅部用ブロック 26a 隅部用ブロックの上側部分 26b 隅部用ブロックの下側部分 27 隅部用ブロックの底面板部 28 隅部用ブロックの側面板部 29 隅部用ブロックの側面板部 30 隅部用ブロックの上面板部 31 プレキャスト壁板 32 現場打設壁板 33 周辺部用ブロックの端面開放部 34 補強柱[Explanation of Codes] 1 Rainwater Storage Tank 2 Side Opening Part 3 Bottom Opening Part 4 Top Opening Part 5 Internal Space 6 Main Body Block 6a Upper Part of Main Body Block 6b Lower Part of Main Body Block 7 Bottom Plate Part 8 columns 9 upper ends of columns 10 horizontal beams 11 openings between horizontal beams 12 top plate part 13 convex parts 14 side face openings 15 haunches 16 blocks for peripheral parts 16a upper parts of blocks for peripheral parts 16b under blocks for main variable parts Side part 17 Block top plate part for peripheral part 18 Block bottom plate part for peripheral part 19 Intermediate bottom plate 20 Intermediate cover plate 21 Cover plate 22 Rainwater storage tank 23 Sleeve wall part 24 Deformation main body block 25 Side plate for peripheral part block Part 26 Corner block 26a Corner block upper part 26b Corner block lower part 27 Corner block bottom plate part 28 Corner block The end face opening 34 reinforcing pillars of the upper plate portion 31 precast wall panel 32 site droplet 設壁 plate 33 periphery block of side plate portion 30 corner block of the side plate portion 29 corner block of click

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実開 昭62−66977(JP,U) 実開 平3−97094(JP,U) 実開 昭63−198676(JP,U) 実開 平2−101853(JP,U) 実公 平4−4063(JP,Y2) 実公 平2−34306(JP,Y2) 実公 昭62−15343(JP,Y2) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Bibliography Sho 62-66977 (JP, U) Rikai Hei 3-97094 (JP, U) Rikai 63-198676 (JP, U) Rikai Hei 2- 101853 (JP, U) Actual public 4-4063 (JP, Y2) Actual public 2-34306 (JP, Y2) Actual public Sho 62-15343 (JP, Y2)

Claims (12)

【特許請求の範囲】[Claims] 【請求項1】 底面板部7の前後左右の四隅に直角に連
設した柱8,8の上端部9,9間に水平梁10を直角に
連設し、前後左右の各水平梁10,10間に上面開口部
11を形成してあり、柱8の途中で上側部分6aと下側
部分6bに分割して成型された本体部用ブロック6と;
一つの側面板部25の上端部に上面板部17を直角に連
設し、該側面板部25の下端部に底面板部18を直角に
連設し、該側面板部25の両側縁部に上面板部17と底
面板部18の端部間を連絡する袖壁部23,23を直角
に連設してあり、側面板部25の途中で上側部分16a
と下側部分16bに分割して成型された縦断面コ字形の
周辺部用ブロック16と;二つの側面板部28,29を
直角に連設し、該側面板部28,29の下端部に底面板
部27を直角に連設し、該側面板部28,29の上端部
に上面板部30を直角に連設してあり、側面板部28,
29の途中で上側部分26aと下側部分26bに分割し
て成型された隅部用ブロック26とで構成され、前後左
右方向に並設した本体部用ブロック6群の前後左右の各
側面開放部2を、列設した周辺部用ブロック16で閉塞
し、前後方向の周辺部用ブロック16の列の末端と左右
方向の周辺部用ブロック16の列の末端間の空所を隅部
用ブロック26で閉塞し、前後左右の各水平梁10に載
せた蓋板21で本体部用ブロック6の各上面開口部11
を閉塞し、各構成要素を相互に固定した雨水貯留槽。
1. A horizontal beam 10 is installed at a right angle between upper ends 9, 9 of columns 8, 8 which are continuously installed at four corners on the front, rear, left, and right of a bottom plate portion 7, and each horizontal beam 10, front, back, left, and right, An upper surface opening 11 is formed between 10 and a main body block 6 which is formed by dividing the pillar 8 into an upper portion 6a and a lower portion 6b;
The upper surface plate portion 17 is connected to the upper end portion of one side surface plate portion 25 at a right angle, the bottom surface plate portion 18 is connected to the lower end portion of the side surface plate portion 25 at a right angle, and both side edge portions of the side surface plate portion 25 are connected. The sleeve wall portions 23, 23 connecting the ends of the top plate portion 17 and the bottom plate portion 18 are connected to each other at a right angle, and in the middle of the side plate portion 25, the upper portion 16a is formed.
And a peripheral portion block 16 having a U-shaped vertical cross section, which is formed by being divided into a lower portion 16b and two side plate portions 28 and 29, which are connected to each other at a right angle, and are provided at the lower end portions of the side plate portions 28 and 29. The bottom surface plate portion 27 is connected at a right angle, and the upper surface plate portion 30 is connected at a right angle to the upper end portions of the side surface plate portions 28 and 29.
In the middle of 29, it is composed of an upper part 26a and a lower part 26b, and is formed by dividing into a corner block 26. 2 is closed by a row of peripheral block 16 and a space between the end of the row of peripheral block 16 in the front-rear direction and the end of the row of peripheral block 16 in the left-right direction is formed as a corner block 26. Each of the upper openings 11 of the main body block 6 is closed by a lid plate 21 placed on each of the front, rear, left and right horizontal beams 10.
A rainwater storage tank in which each component is fixed to each other.
【請求項2】 底面板部7の前後左右の四隅に直角に連
設した柱8,8の上端部9,9間に水平梁10を直角に
連設し、前後左右の各水平梁10の上側に上面板部12
を連設してあり、柱8の途中で上側部分6aと下側部分
6bに分割して成型された本体部用ブロック6と;一つ
の側面板部25の上端部に上面板部17を直角に連設
し、該側面板部25の下端部に底面板部18を直角に連
設し、該側面板部25の両側縁部に上面板部17と底面
板部18の端部間を連絡する袖壁部23,23を直角に
連設してあり、側面板部25の途中で上側部分16aと
下側部分16bに分割して成型された縦断面コ字形の周
辺部用ブロック16と;二つの側面板部28,29を直
角に連設し、該側面板部28,29の下端部に底面板部
27を直角に連設し、該側面板部28,29の上端部に
上面板部30を直角に連設してあり、側面板部28,2
9の途中で上側部分26aと下側部分26bに分割して
成型された隅部用ブロック26とで構成され、前後左右
方向に並設した本体部用ブロック6群の前後左右の各側
面開放部2を、列設した周辺部用ブロック16で閉塞
し、前後方向の周辺部用ブロック16の列の末端と左右
方向の周辺部用ブロック16の列の末端間の空所を隅部
用ブロック26で閉塞し、各構成要素を相互に固定した
雨水貯留槽。
2. A horizontal beam 10 is installed at a right angle between upper ends 9, 9 of pillars 8, 8 which are continuously installed at right and left four corners of a bottom plate portion 7, and the horizontal beams 10 of the front, back, left and right are connected. Upper surface plate 12 on the upper side
And the main body block 6 formed by dividing the pillar 8 into an upper portion 6a and a lower portion 6b in the middle of the pillar 8; and an upper plate 17 at a right angle to the upper end of one side plate 25. The bottom plate 18 is connected to the lower end of the side plate 25 at a right angle, and the upper and lower plates 17 and 18 are connected to each other at both side edges of the side plate 25. And the peripheral wall block 16 having a U-shaped vertical cross-section, which is formed by dividing the sleeve wall portions 23, 23 connected to each other at a right angle and dividing the side wall portion 25 into an upper portion 16a and a lower portion 16b; Two side plate portions 28, 29 are connected at right angles, a bottom plate portion 27 is connected at a lower end portion of the side plate portions 28, 29 at a right angle, and an upper surface plate is formed at an upper end portion of the side plate portions 28, 29. The parts 30 are connected at right angles, and the side plate parts 28, 2
In the middle of 9, a corner block 26 formed by being divided into an upper portion 26a and a lower portion 26b is formed. 2 is closed by a row of peripheral block 16 and a space between the end of the row of peripheral block 16 in the front-rear direction and the end of the row of peripheral block 16 in the left-right direction is formed as a corner block 26. A rainwater storage tank that is blocked by and fixed each component to each other.
【請求項3】 前後左右方向に並設した本体部用ブロッ
ク6群の左右方向の側面開放部2,2の双方を、列設し
た周辺部用ブロック16で閉塞し、前後方向の側面開放
部2,2の一方と列の末端の周辺部用ブロック16の端
面開放部33をプレキャスト壁板31もしくは現場打設
壁板32で閉塞し、前後方向の周辺部用ブロック16の
列の末端と左右方向の周辺部用ブロック16の列の末端
間の空所を隅部用ブロック26で閉塞した請求項1に記
載の雨水貯留槽。
3. A side opening part in the front-rear direction is formed by closing both side opening parts 2 in the left-right direction of a group of blocks 6 for the main body part arranged side by side in the front-rear left-right direction with block 16 for peripheral parts arranged in a row. The end face opening portion 33 of the peripheral block 16 at one end of the rows 2 and 2 and the end of the row is closed by the precast wall plate 31 or the cast-in-place wall plate 32, and the end of the row of the peripheral block 16 in the front-rear direction and the left and right sides are closed. The rainwater storage tank according to claim 1, wherein a space between the ends of the row of peripheral block 16 in the direction is closed by a corner block 26.
【請求項4】 底面板部7の前後左右の四隅に直角に連
設した柱8,8の上端部9,9間に水平梁10を直角に
連設し、前後左右の各水平梁10,10間に上面開口部
11を形成してあり、柱8の途中で上側部分6aと下側
部分6bに分割して成型された本体部用ブロック6と;
一つの側面板部25の上端部に上面板部17を直角に連
設し、該側面板部25の下端部に底面板部18を直角に
連設し、該側面板部25の両側縁部に上面板部17と底
面板部18の端部間を連絡する袖壁部23,23を直角
に連設してあり、側面板部25の途中で上側部分16a
と下側部分16bに分割して成型された縦断面コ字形の
周辺部用ブロック16とで構成され、前後左右方向に並
設した本体部用ブロック6群の左右方向の側面開放部
2,2の双方を列設した周辺部用ブロック16で閉塞
し、前後方向の側面開放部2,2の双方と列の末端の周
辺部用ブロック16の端面開放部33をプレキャスト壁
板31もしくは現場打設壁板32で閉塞し、前後左右の
各水平梁10に載せた蓋板21で本体部用ブロック6の
各上面開口部11を閉塞し、各構成要素を相互に固定し
た雨水貯留槽。
4. A horizontal beam 10 is installed at a right angle between upper ends 9, 9 of columns 8, 8 which are installed at right and left four corners of a bottom plate portion 7, and the horizontal beams 10 are provided at the front, back, left and right. An upper surface opening 11 is formed between 10 and a main body block 6 which is formed by dividing the pillar 8 into an upper portion 6a and a lower portion 6b;
The upper surface plate portion 17 is connected to the upper end portion of one side surface plate portion 25 at a right angle, the bottom surface plate portion 18 is connected to the lower end portion of the side surface plate portion 25 at a right angle, and both side edge portions of the side surface plate portion 25 are connected. The sleeve wall portions 23, 23 connecting the ends of the top plate portion 17 and the bottom plate portion 18 are connected to each other at a right angle, and in the middle of the side plate portion 25, the upper portion 16a is formed.
And a lateral side open portion 2, 2 of the main body block 6 group, which is composed of a peripheral portion block 16 having a U-shaped vertical cross-section formed by being divided into a lower portion 16b. Both of them are closed by the peripheral block 16 provided in a row, and both the front and rear side surface open portions 2 and 2 and the end face open portion 33 of the peripheral block 16 at the end of the row are cast on the precast wall plate 31 or on site. A rainwater storage tank which is closed by a wall plate 32, and each upper opening 11 of the main body block 6 is closed by a cover plate 21 placed on each of the front, rear, left and right horizontal beams 10 and each component is fixed to each other.
【請求項5】 前後左右方向に並設した本体部用ブロッ
ク6群の前後方向の側面開放部2,2の双方を、列設し
た周辺部用ブロック16で閉塞し、左右方向の側面開放
部2,2の一方と列の末端の周辺部用ブロック16の端
面開放部33をプレキャスト壁板31もしくは現場打設
壁板32で閉塞し、前後方向の周辺部用ブロック16の
列の末端と左右方向の周辺部用ブロック16の列の末端
間の空所を隅部用ブロック26で閉塞した請求項1に記
載の雨水貯留槽。
5. A lateral side opening part in the left-right direction is closed by blocking both lateral side opening parts 2, 2 in the front-back direction of a group of main body block blocks 6 arranged side by side in the front-rear left-right direction. The end face opening portion 33 of the peripheral block 16 at one end of the rows 2 and 2 and the end of the row is closed by the precast wall plate 31 or the cast-in-place wall plate 32, and the end of the row of the peripheral block 16 in the front-rear direction and the left and right sides are closed. The rainwater storage tank according to claim 1, wherein a space between the ends of the row of peripheral block 16 in the direction is closed by a corner block 26.
【請求項6】 底面板部7の前後左右の四隅に直角に連
設した柱8,8の上端部9,9間に水平梁10を直角に
連設し、前後左右の各水平梁10,10間に上面開口部
11を形成してあり、柱8の途中で上側部分6aと下側
部分6bに分割して成型された本体部用ブロック6と;
一つの側面板部25の上端部に上面板部17を直角に連
設し、該側面板部25の下端部に底面板部18を直角に
連設し、該側面板部25の両側縁部に上面板部17と底
面板部18の端部間を連絡する袖壁部23,23を直角
に連設してあり、側面板部25の途中で上側部分16a
と下側部分16bに分割して成型された縦断面コ字形の
周辺部用ブロック16とで構成され、前後左右方向に並
設した本体部用ブロック6群の前後方向の側面開放部
2,2の双方を列設した周辺部用ブロック16で閉塞
し、左右方向の側面開放部2,2の双方と列の末端の周
辺部用ブロック16の端面開放部33をプレキャスト壁
板31もしくは現場打設壁板32で閉塞し、前後左右の
各水平梁10に載せた蓋板21で本体部用ブロック6の
各上面開口部11を閉塞し、各構成要素を相互に固定し
た雨水貯留槽。
6. A horizontal beam 10 is installed at a right angle between upper ends 9, 9 of columns 8, 8 which are installed at right and left four corners of a bottom plate 7, and the horizontal beams 10 are provided at the front, back, left and right. An upper surface opening 11 is formed between 10 and a main body block 6 which is formed by dividing the pillar 8 into an upper portion 6a and a lower portion 6b;
The upper surface plate portion 17 is connected to the upper end portion of one side surface plate portion 25 at a right angle, the bottom surface plate portion 18 is connected to the lower end portion of the side surface plate portion 25 at a right angle, and both side edge portions of the side surface plate portion 25 are connected. The sleeve wall portions 23, 23 connecting the ends of the top plate portion 17 and the bottom plate portion 18 are connected to each other at a right angle, and in the middle of the side plate portion 25, the upper portion 16a is formed.
And a side open portion 2 in the front-rear direction of a group of blocks 6 for the main body, which are formed side by side in the front-rear and left-right directions. Both of them are closed by the peripheral block 16 arranged in a row, and both of the lateral side opening parts 2 and 2 in the left-right direction and the end face opening part 33 of the peripheral block 16 at the end of the row are cast on the precast wall plate 31 or on site. A rainwater storage tank which is closed by a wall plate 32, and each upper opening 11 of the main body block 6 is closed by a cover plate 21 placed on each of the front, rear, left and right horizontal beams 10 and each component is fixed to each other.
【請求項7】 前後左右方向に並設した本体部用ブロッ
ク6群の左右方向の側面開放部2,2の双方を、列設し
た周辺部用ブロック16で閉塞し、前後方向の側面開放
部2,2の一方と列の末端の周辺部用ブロック16の端
面開放部33をプレキャスト壁板31もしくは現場打設
壁板32で閉塞し、前後方向の周辺部用ブロック16の
列の末端と左右方向の周辺部用ブロック16の列の末端
間の空所を隅部用ブロック26で閉塞した請求項2に記
載の雨水貯留槽。
7. A side opening part in the front-rear direction is formed by closing both lateral opening parts 2 in the left-right direction of a group of blocks 6 for the body part arranged side by side in the front-rear left-right direction by a block 16 for peripheral parts arranged in a row. The end face opening portion 33 of the peripheral block 16 at one end of the rows 2 and 2 and the end of the row is closed by the precast wall plate 31 or the cast-in-place wall plate 32, and the end of the row of the peripheral block 16 in the front-rear direction and the left and right sides are closed. The rainwater storage tank according to claim 2, wherein a space between the ends of the row of peripheral portion blocks 16 in the direction is closed by a corner portion block 26.
【請求項8】 底面板部7の前後左右の四隅に直角に連
設した柱8,8の上端部9,9間に水平梁10を直角に
連設し、前後左右の各水平梁10の上側に上面板部12
を連設してあり、柱8の途中で上側部分6aと下側部分
6bに分割して成型された本体部用ブロック6と;一つ
の側面板部25の上端部に上面板部17を直角に連設
し、該側面板部25の下端部に底面板部18を直角に連
設し、該側面板部25の両側縁部に上面板部17と底面
板部18の端部間を連絡する袖壁部23,23を直角に
連設してあり、側面板部25の途中で上側部分16aと
下側部分16bに分割して成型された縦断面コ字形の周
辺部用ブロック16とで構成され、前後左右方向に並設
した本体部用ブロック6群の左右方向の側面開放部2,
2の双方を列設した周辺部用ブロック16で閉塞し、前
後方向の側面開放部2,2の双方と列の末端の周辺部用
ブロック16の端面開放部33をプレキャスト壁板31
もしくは現場打設壁板32で閉塞し、各構成要素を相互
に固定した雨水貯留槽。
8. A horizontal beam 10 is installed at a right angle between upper ends 9, 9 of pillars 8, 8 which are connected at right angles to the front, rear, left and right four corners of a bottom plate portion 7, and the horizontal beams 10 of the front, rear, left and right are connected. Upper surface plate 12 on the upper side
And the main body block 6 formed by dividing the pillar 8 into an upper portion 6a and a lower portion 6b in the middle of the pillar 8; and an upper plate 17 at a right angle to the upper end of one side plate 25. The bottom plate 18 is connected to the lower end of the side plate 25 at a right angle, and the upper and lower plates 17 and 18 are connected to each other at both side edges of the side plate 25. The sleeve wall portions 23, 23 are connected to each other at a right angle, and in the middle of the side plate portion 25, a peripheral portion block 16 having a vertical U-shaped cross section is formed by being divided into an upper portion 16a and a lower portion 16b. The left and right side surface opening portions 2 of the main body block 6 group that are arranged side by side in the front-rear and left-right directions.
Both of them are closed by a peripheral block 16 provided in a row, and both of the front and rear side surface open portions 2 and 2 and the end face open portion 33 of the peripheral block 16 at the end of the row are connected to the precast wall plate 31.
Alternatively, it is a rainwater storage tank in which each component is fixed to each other by being blocked by the wall-casting wall plate 32.
【請求項9】 前後左右方向に並設した本体部用ブロッ
ク6群の前後方向の側面開放部2,2の双方を、列設し
た周辺部用ブロック16で閉塞し、左右方向の側面開放
部2,2の一方と列の末端の周辺部用ブロック16の端
面開放部33をプレキャスト壁板31もしくは現場打設
壁板32で閉塞し、前後方向の周辺部用ブロック16の
列の末端と左右方向の周辺部用ブロック16の列の末端
間の空所を隅部用ブロック26で閉塞した請求項2に記
載の雨水貯留槽。
9. A side opening part in the left-right direction is closed by blocking both side-opening parts 2 in the front-rear direction of a group of blocks 6 for body part arranged side by side in the front-rear and left-right directions by a block 16 for peripheral parts arranged in a row. The end face opening portion 33 of the peripheral block 16 at one end of the rows 2 and 2 and the end of the row is closed by the precast wall plate 31 or the cast-in-place wall plate 32, and the end of the row of the peripheral block 16 in the front-rear direction and the left and right sides are closed. The rainwater storage tank according to claim 2, wherein a space between the ends of the row of peripheral portion blocks 16 in the direction is closed by a corner portion block 26.
【請求項10】 底面板部7の前後左右の四隅に直角に
連設した柱8,8の上端部9,9間に水平梁10を直角
に連設し、前後左右の各水平梁10の上側に上面板部1
2を連設してあり、柱8の途中で上側部分6aと下側部
分6bに分割して成型された本体部用ブロック6と;一
つの側面板部25の上端部に上面板部17を直角に連設
し、該側面板部25の下端部に底面板部18を直角に連
設し、該側面板部25の両側縁部に上面板部17と底面
板部18の端部間を連絡する袖壁部23,23を直角に
連設してあり、側面板部25の途中で上側部分16aと
下側部分16bに分割して成型された縦断面コ字形の周
辺部用ブロック16とで構成され、前後左右方向に並設
した本体部用ブロック6群の前後方向の側面開放部2,
2の双方を列設した周辺部用ブロック16で閉塞し、左
右方向の側面開放部2,2の双方と列の末端の周辺部用
ブロック16の端面開放部33をプレキャスト壁板31
もしくは現場打設壁板32で閉塞した雨水貯留槽。
10. A horizontal beam 10 is vertically connected between upper ends 9, 9 of columns 8, 8 which are continuously connected at four corners on the front, rear, left, and right of a bottom plate portion 7, and the horizontal beams 10 of the front, rear, left, and right are connected. Top plate 1 on top
2 are provided in series, and the main body block 6 is formed by being divided into an upper portion 6a and a lower portion 6b in the middle of the pillar 8; and an upper surface plate portion 17 at the upper end portion of one side surface plate portion 25. The bottom surface plate portion 18 is connected to the lower end portion of the side surface plate portion 25 at a right angle, and the end portions of the top surface plate portion 17 and the bottom surface plate portion 18 are connected to both side edges of the side surface plate portion 25. The connecting sleeve wall portions 23, 23 are connected to each other at a right angle, and in the middle of the side surface plate portion 25, a peripheral portion block 16 having a vertical cross-section formed by being divided into an upper portion 16a and a lower portion 16b. And the side surface opening portions 2 in the front-rear direction of the main body block 6 group arranged in the front-rear left-right direction
Both of them are closed by a peripheral block 16 provided in a row, and both of the lateral side opening parts 2 and 2 in the left-right direction and the end face opening part 33 of the peripheral block 16 at the end of the row are connected to the precast wall plate 31.
Alternatively, a rainwater storage tank blocked by the wall-mounted wallboard 32.
【請求項11】 上面板部17および底面板部18の側
面板部25からの突出長さと平面形状を敷地の平面形状
に対応させて変化させた周辺部用ブロック16を用いる
請求項1から請求項10に記載の雨水貯留槽。
11. A peripheral part block 16 in which the projecting lengths of the top plate part 17 and the bottom plate part 18 from the side plate part 25 and the plane shape are changed in accordance with the plan shape of the site is used.
The rainwater storage tank according to claim 1 .
【請求項12】 上面板部17および底面板部18の側
面板部25からの突出長さと平面形状を敷地の平面形状
に対応させて変化させた周辺部用ブロック16、および
敷地の平面形状に対応させて底面板部7の平面形状を変
化させた本体部用ブロック6を用いる請求項1から請求
項10に記載の雨水貯留槽。
12. The peripheral block 16 in which the projecting length and the plane shape of the top plate portion 17 and the bottom plate portion 18 from the side surface plate portion 25 are changed in accordance with the plane shape of the site, and the plane shape of the site. Claim 1 to Claim 1 which uses the block 6 for main parts which changed the plane shape of bottom plate part 7 correspondingly.
Item 10. The rainwater storage tank according to item 10 .
JP5053087A 1993-02-18 1993-02-18 Rainwater storage tank Expired - Lifetime JPH0826572B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5053087A JPH0826572B2 (en) 1993-02-18 1993-02-18 Rainwater storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5053087A JPH0826572B2 (en) 1993-02-18 1993-02-18 Rainwater storage tank

Publications (2)

Publication Number Publication Date
JPH06272289A JPH06272289A (en) 1994-09-27
JPH0826572B2 true JPH0826572B2 (en) 1996-03-13

Family

ID=12933003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5053087A Expired - Lifetime JPH0826572B2 (en) 1993-02-18 1993-02-18 Rainwater storage tank

Country Status (1)

Country Link
JP (1) JPH0826572B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08319659A (en) * 1995-05-23 1996-12-03 Daiwa Kuresu Kk Underground retarding basin structure
JP3937343B2 (en) * 2003-02-19 2007-06-27 尚幸 扇谷 Rainwater storage and penetration facilities
KR100802994B1 (en) * 2007-05-25 2008-02-14 주식회사 우일 이알에스 Large size rainwater undercurrent set and it's construction method

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6215343U (en) * 1985-07-09 1987-01-29
JPS6266977U (en) * 1985-10-07 1987-04-25
JPS63198676U (en) * 1987-06-06 1988-12-21
JPH0234306U (en) * 1988-08-31 1990-03-05
JPH0545660Y2 (en) * 1989-01-31 1993-11-24
JPH044063U (en) * 1990-04-25 1992-01-14
TW528170U (en) * 2002-07-04 2003-04-11 Prodisc Technology Inc Color wheel and motor for color wheel

Also Published As

Publication number Publication date
JPH06272289A (en) 1994-09-27

Similar Documents

Publication Publication Date Title
KR100582121B1 (en) Water storage tank
US4982544A (en) Module and method for constructing sealing load-bearing retaining wall
JP2009127315A (en) Form panel wall
JPH0826573B2 (en) Rainwater storage tank
KR100702860B1 (en) The water-storage tank worthy an undercurrent a block of loss in weight structure
JPH0826572B2 (en) Rainwater storage tank
JPS6294639A (en) Method for striking slab with reinforced concrete rib
KR20090006315A (en) L shaped water storage tank
JPH06299591A (en) Storm water storage tank
JP2543486B2 (en) Rainwater storage tank
JP2632661B2 (en) Underground Reservoir Structure
JP2887087B2 (en) Construction method of rainwater regulating pond
JPH073861A (en) Retarding basin using split culverts
JP2752313B2 (en) Reservoir equipment
JP2545198B2 (en) Reservoir device
JPH09268579A (en) Construction method of retaining wall
JPH09273205A (en) Rain water storage tank
JP3284243B2 (en) Retaining wall block, laying method, retaining wall and its construction method.
JPH083498Y2 (en) Underground Reservoir Structure
KR20220122344A (en) Rainwater storage facility with improved structure
JPH03290529A (en) Retaining wall and building method therefor
KR200212405Y1 (en) Precast concrete segment for arch type culvert
JP3689168B2 (en) Insulated foundation block combined with formwork
JPH044063Y2 (en)
JPH08177113A (en) Water tank component member and water tank using water tank component member

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090313

Year of fee payment: 13

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

Free format text: PAYMENT UNTIL: 20090313

Year of fee payment: 13

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

Free format text: PAYMENT UNTIL: 20100313

Year of fee payment: 14

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

Free format text: PAYMENT UNTIL: 20110313

Year of fee payment: 15

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

Free format text: PAYMENT UNTIL: 20110313

Year of fee payment: 15

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

Free format text: PAYMENT UNTIL: 20120313

Year of fee payment: 16

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

Free format text: PAYMENT UNTIL: 20130313

Year of fee payment: 17

EXPY Cancellation because of completion of term