JP2003020696A - Water storage device - Google Patents

Water storage device

Info

Publication number
JP2003020696A
JP2003020696A JP2001204229A JP2001204229A JP2003020696A JP 2003020696 A JP2003020696 A JP 2003020696A JP 2001204229 A JP2001204229 A JP 2001204229A JP 2001204229 A JP2001204229 A JP 2001204229A JP 2003020696 A JP2003020696 A JP 2003020696A
Authority
JP
Japan
Prior art keywords
water storage
base
main body
legs
joint
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
JP2001204229A
Other languages
Japanese (ja)
Inventor
Shinichiro Hayashi
慎一郎 林
Kazushiro Hayashi
和志郎 林
Kozaburo Hayashi
宏三郎 林
Kanako Hayashi
加奈子 林
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2001204229A priority Critical patent/JP2003020696A/en
Publication of JP2003020696A publication Critical patent/JP2003020696A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Landscapes

  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To store rainwater fallen on a dwelling house. SOLUTION: A water storage tank 3 provided under the dwelling house 100 is provided with a structure 5, and a water shielding sheet 97 covering the structure 5. The structure 5 comprises a plurality of main bodies 7, joints 80 to vertically connect the main bodies 7 to each other, and corner joins to horizontally connect the main bodies 7 to each other. The main body 7 is formed of polypropylene, and provided with a base plate 9 and legs 21 extended from one side of the base plate 9. The main body 7 is disposed with tips of the legs 21 directed in the same direction. The joints 48 are formed like plates, and each is provided between the other side of the base plate 9 of the main body and the tip 27 of the leg.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、雨水を溜める貯水
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water storage device for storing rainwater.

【0002】[0002]

【従来の技術】一般に雨が平均的に降る平常時において
は、雨水は道路などの側溝を流れ、水路や河川に流れ込
むが、その水量は比較的小さく水路や河川の容量には余
裕がある。しかし、社会の発展とともに人口、住宅など
の過密化が進行した地域において、一旦大雨が降ると、
その雨水のほとんどが地中に浸透せずに水路や河川に流
れ込む。
2. Description of the Related Art Generally, in normal times when rain is average, rainwater flows through a gutter such as a road and flows into a waterway or a river. However, once heavy rain falls in an area where the population, housing, etc. have become denser with the development of society,
Most of the rainwater does not penetrate into the ground and flows into waterways and rivers.

【0003】このような場合、水路や河川に流れ込んだ
水は水路や河川から溢れることになりかねない。このた
め、都市地域を流れる水路や河川においては、事前に十
分な配慮をしておくことが必要である。また、雨水を資
源の一つと考えれば、折角降った雨水を有益に利用しな
いままに下流に流してしまうことは損失である。
In such a case, water flowing into the waterway or river may overflow from the waterway or river. For this reason, it is necessary to give sufficient consideration in advance to the waterways and rivers that flow through the urban areas. Also, if rainwater is considered as one of the resources, it is a loss to drain the rainwater that has fallen into the downstream without using it beneficially.

【0004】[0004]

【発明が解決しようとする課題】そこで、各所に雨水を
貯留する施設を設けることが考えられる。しかし、過密
化した地域において、その施設を設ける場所を確保する
ことは困難になっている。また、雨水を貯留する施設を
設ける場合、コンクリートを打設するための仮枠工事や
その他の付帯工事を必要とし工事が大掛かりになるとと
もに施工に時間がかかる。その上、施工に熟練を要する
ので施工には十分な配慮が必要であり、慎重な計画と検
討を要する。
Therefore, it is conceivable to provide facilities for storing rainwater at various places. However, it is difficult to secure a place to install the facility in a congested area. Further, when a facility for storing rainwater is provided, temporary frame work for pouring concrete and other incidental work are required, which requires a large amount of work and requires a long time. In addition, since construction requires skill, sufficient consideration must be given to construction, and careful planning and examination are required.

【0005】本発明は、雨水を貯留できることを課題と
する。
An object of the present invention is to be able to store rainwater.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するた
め、本発明は、貯水槽を備え、この貯水槽は構築物の下
に設けられてなることを特徴とする。このようにするこ
とにより、構築物の上に降った雨や構築物の周囲に降っ
た雨あるいは他の場所に降った雨は、構築物の下に設け
られた貯水装置に溜められる。したがって、構築物の上
や周囲、その他の場所に降った雨水が一度に下水や側溝
を流れて水路や河川に流れ、これらから溢れることがな
くなる。また、貯水装置に溜められた水は、生活用水、
地震や消火などの緊急用水、その他に使用できる。さら
に、空調用の熱源としても利用できる。
In order to solve the above-mentioned problems, the present invention is characterized by comprising a water tank, which is provided below a structure. By doing so, the rain that falls on the structure, the rain that surrounds the structure, or the rain that falls on another place is stored in the water storage device provided under the structure. Therefore, the rainwater that has fallen on or around the structure, or elsewhere, flows through the sewers and gutters all at once to the waterways and rivers and does not overflow. The water stored in the water storage device is
It can be used for emergency water such as earthquakes and fire extinguishing. Further, it can be used as a heat source for air conditioning.

【0007】さらに、前記貯水槽は、構造体と、この構
造体を覆う遮水性部材とを備え、構造体は複数の構造部
材を3次元的に連結して形成され、構造部材は、基盤お
よび該基盤の一方の側から延在させた脚が設けられ、構
造体は脚によって内部に空間が形成されると良い。この
ようにすると、構造部材は3次元的に連結される。この
とき構造部材の脚は構造体の内部に空間を形成する。構
造体は遮水性部材で覆われるので脚によって形成される
空間に水を貯留することができる。
Further, the water tank comprises a structure and a water blocking member covering the structure. The structure is formed by three-dimensionally connecting a plurality of structural members. Legs extending from one side of the base are provided, and the structure may have a space formed therein by the legs. By doing so, the structural members are three-dimensionally connected. At this time, the legs of the structural member form a space inside the structure. Since the structure is covered with the water-impervious member, water can be stored in the space formed by the legs.

【0008】また、貯水槽は、構造体と、この構造体を
覆う遮水性部材とを備え、構造体は複数の構造部材と、
これら構造部材同士を一方向に連結する継手部材と、構
造部材同士を一方向と直交する方向に連結する別の継手
部材とを有し、構造部材は、基盤および基盤の一方の側
から延在させた脚が設けられ、構造体は構造部材の脚に
よって内部に空間が形成されると良い。このようにする
と、構造部材は継手部材および別の継手部材によって3
次元的に連結される。このとき構造部材の脚は構造体の
内部に空間を形成する。構造体は遮水性部材で覆われる
ので脚によって形成される空間に水を貯留することがで
きる。
Further, the water storage tank comprises a structure and a water-blocking member covering the structure, and the structure comprises a plurality of structural members.
A joint member that connects these structural members to each other in one direction and another joint member that connects the structural members to each other in a direction orthogonal to the one direction, and the structural member extends from one side of the base and the base. The leg is provided, and the structure may have a space formed therein by the leg of the structural member. In this way, the structural member is made up of the joint member and another joint member.
Dimensionally connected. At this time, the legs of the structural member form a space inside the structure. Since the structure is covered with the water-impervious member, water can be stored in the space formed by the legs.

【0009】さらに、構造部材はこの脚の先端が同じ向
きに向くように配置され、継手部材は板状に形成され構
造部材の基盤の他方の側と脚先端との間に設けられると
良い。こうすると、継手部材は基盤の他方の側と脚先端
との間に設けられたときに、構造部材の基盤の他方の側
の形状と構造部材の脚先端の形状とが直接的に適合しな
い形状であっても、この継手部材の一方の側の形状が構
造部材の基盤の他方の側の形状に適合し、この継手部材
の他方の側の形状が構造部材の脚先端の形状に適合する
ように形成されるので、同じ向きに位置させた二つの構
造部材は連結される。さらに、継手部材は、板状に形成
されるので、一方向の振動のエネルギーは板の撓み弾性
変形により吸収される。
Further, it is preferable that the structural member is arranged so that the tips of the legs face in the same direction, and the joint member is formed in a plate shape and is provided between the other side of the base of the structural member and the leg tips. With this configuration, when the joint member is provided between the other side of the base and the tip of the leg, the shape of the other end of the base of the structural member does not directly match the shape of the leg tip of the structural member. Even if the shape of one side of this joint member conforms to the shape of the other side of the base of the structural member, the shape of the other side of this joint member conforms to the shape of the leg tips of the structural member. The two structural members located in the same direction are connected to each other. Further, since the joint member is formed in a plate shape, energy of vibration in one direction is absorbed by the flexural elastic deformation of the plate.

【0010】次に本発明を構成する要件についてさらに
説明する。本発明における貯水槽は構築物の下に設けら
れるが、この際の構築物は住宅、ビル、その他の建物、
建造物、その他の構築物を含むものである。さらに、貯
水槽は、たとえばコンクリートや金属などで形成された
ものでも良いが、構造部材を3次元的に連結した構造体
と、この構造体の外側を覆った遮水性部材とを備えたも
のでも良い。本発明の貯水槽は、構造体を形成する構造
部材が軽量材料で形成されることにより軟弱地盤にも設
けられる。遮水性部材は、合成ゴムなどの軟質合成樹脂
で形成されたシート、硬質合成樹脂で形成された樹脂部
材、金属部材、無機材料で形成された部材などを使用で
きる。
Next, the requirements constituting the present invention will be further described. The water tank in the present invention is provided under the structure, and the structure at this time is a house, a building, another building,
It includes buildings and other structures. Further, the water tank may be formed of, for example, concrete or metal, but may also be provided with a structure in which structural members are three-dimensionally connected and a water-blocking member covering the outside of the structure. good. The water tank of the present invention is provided on soft ground by forming the structural members forming the structure with a lightweight material. As the water-impervious member, a sheet formed of a soft synthetic resin such as synthetic rubber, a resin member formed of a hard synthetic resin, a metal member, a member formed of an inorganic material, or the like can be used.

【0011】構造部材の形状は、基盤と脚とを有するも
のであれば特に限定されないが、矩形状の基盤と、この
基盤の一方の側から突出させた中空截頭円錐状の脚とが
設けられると良い。中空截頭円錐状の脚は、筒状に形成
され、この脚の基盤側の大きさが先端側の大きさより大
きく形成される。このように形成された構造部材は、基
盤の四隅および脚の先端に構造部材同士を連結する連結
部を設けることにより2次元的または3次元的に整列し
た構造体を形成できる。
The shape of the structural member is not particularly limited as long as it has a base and legs, but a rectangular base and hollow frustoconical legs protruding from one side of the base are provided. It would be nice if The hollow frustoconical leg is formed in a tubular shape, and the size of the leg on the base side is larger than the size on the tip side. The structural member thus formed can form a two-dimensionally or three-dimensionally aligned structural body by providing the connecting portions for connecting the structural members to each other at the four corners of the base and the tips of the legs.

【0012】さらに、中空截頭円錐状の脚はどの方向に
対しても同じ強度を有するので、使用の際の方向性がな
い。さらに、重ねることもできるので輸送効率を向上さ
せることができる。また、構造部材の脚が筒状に形成さ
れる場合、この筒状の脚の内側に生コンクリートなどの
硬化性充填材を入れることもできる。こうすると充填材
が筒状の脚の内側で硬化し、耐圧強度を向上させ構造体
の耐荷重性を向上させることができる。
Furthermore, the hollow frusto-conical leg has the same strength in any direction, so that there is no orientation in use. Further, since they can be stacked, the transportation efficiency can be improved. Further, when the legs of the structural member are formed in a tubular shape, it is possible to put a hardening filler such as ready-mixed concrete inside the tubular legs. By doing so, the filler is hardened inside the tubular leg, and it is possible to improve the pressure resistance and the load bearing capacity of the structure.

【0013】少なくとも構造部材は、軽量材料で形成さ
れると良い。軽量材料としてはポリプロピレンなどの合
成樹脂、軽量無機材料、合成樹脂または軽量コンクリー
トなどの無機材料の発泡材料、アルミニウム合金などの
軽金属、あるいはこれらの複合材料などである。構造部
材が軽量材料で形成されるので、一つ当たりの部材は軽
量である。部材一つ当りの重量が小さいので、輸送、運
搬、施工などが容易となり、かつ部材の組み立てが容易
となる。また、構造体は、複数の軽量部材を連結して組
み立てられるので短期間に組み立てられる。
At least the structural member is preferably made of a lightweight material. Examples of the lightweight material include synthetic resin such as polypropylene, lightweight inorganic material, foamed material of inorganic material such as synthetic resin or lightweight concrete, light metal such as aluminum alloy, or composite material thereof. Since each structural member is made of a lightweight material, each member is lightweight. Since the weight of each member is small, transportation, transportation, construction, etc. are easy and the members are easily assembled. In addition, the structure is assembled by connecting a plurality of lightweight members, so that the structure is assembled in a short period of time.

【0014】継手部材は、板状で構造部材を一方向に連
結できるものであれば特に限定されない。たとえば構造
部材の基盤の他方の側と脚の先端とを連結できる形状、
構造部材の基盤と基盤とを連結できる形状、構造部材の
脚と脚とを連結できる形状などである。また、この継手
部材を使用して構造部材を同じ向きに連結する場合、そ
の向きは、たとえば構造部材の脚先端を上方向に向けて
も良いし、脚先端を下方向に向けても良い。さらに、継
手部材は板状に形成され、かつリブで補強された構造で
も良い。
The joint member is not particularly limited as long as it is plate-shaped and can connect the structural members in one direction. For example, a shape that can connect the other side of the base of the structural member and the tip of the leg,
The shapes are such that the bases of the structural members can be connected to each other, and the legs of the structural members can be connected to each other. When the structural members are connected in the same direction using this joint member, the direction may be such that the tip ends of the legs of the structural member are directed upward or the tip ends of the legs are directed downward. Furthermore, the joint member may be formed in a plate shape and reinforced with ribs.

【0015】別の継手部材は、構造部材同士を一方向と
直交する方向に連結できるものであれば特に限定されな
い。たとえば構造部材が矩形の基盤を有し、この基盤の
隅同士を連結できるものとすることもできる。
The other joint member is not particularly limited as long as it can connect the structural members to each other in the direction orthogonal to the one direction. For example, the structural member may have a rectangular base, and the corners of the base may be connected to each other.

【0016】また、本発明の貯水装置は、構造部材を3
次元的に連結して形成される構造体を備えることによ
り、構築物自体で発生する振動は構築物の周囲にある構
築物または施設などに伝達することが低減され、この構
造体により免震または制震される(振動のエネルギーが
低減される)。同様に、構築物の周囲からこの構築物に
伝達される振動は、構造体で免震または制震される。
Further, the water storage device of the present invention comprises three structural members.
By providing the structure formed by connecting in three dimensions, it is possible to reduce the transmission of the vibration generated in the structure itself to the structures or facilities around the structure, and to isolate or suppress the vibration. (The energy of vibration is reduced). Similarly, vibrations transmitted to the structure from around the structure are isolated or damped on the structure.

【0017】[0017]

【発明の実施の形態】以下、本発明に係る貯水装置の実
施の形態を図面に基づいて詳細に説明する。なお、図1
〜9において、同一または同等の構造、作用部分には同
一符号を付けて示す。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a water storage device according to the present invention will be described below in detail with reference to the drawings. Note that FIG.
9 to 9, the same or equivalent structures and acting portions are designated by the same reference numerals.

【0018】図1は、本発明に係る貯水装置の一実施形
態を示す断面図である。図2は、図1のI−I線断面図で
ある。貯水装置1は、構造体5を利用したもので住宅
(構築物)100の下に設けられ、住宅の屋根101や
住宅の周囲に降った雨水を貯留することができる。すな
わち、貯水装置1は、コンクリート盤または砕石などの
基礎92と、基礎92の上に遮水性シート(遮水性部
材)97および保護用シート98を介して設けられた構
造体5とを備える。さらに、貯水装置1は、構造体5の
上に一部遮水性シート97および保護用シート98を介
して設けられたコンクリート層93を備える。コンクリ
ート層93および保護用シート98と地盤89との間
は、埋め戻し材94が埋め戻される。
FIG. 1 is a sectional view showing an embodiment of a water storage device according to the present invention. FIG. 2 is a sectional view taken along line I-I of FIG. The water storage device 1 uses the structure 5 and is provided under the house (building) 100, and can store rainwater that has fallen around the roof 101 of the house or around the house. That is, the water storage device 1 includes a foundation 92 such as a concrete board or crushed stone, and a structure 5 provided on the foundation 92 with a water-impervious sheet (water-impervious member) 97 and a protective sheet 98 interposed therebetween. Further, the water storage device 1 includes a concrete layer 93 provided on the structure 5 with a partially water-impervious sheet 97 and a protective sheet 98 interposed therebetween. The backfill material 94 is backfilled between the concrete layer 93 and the protective sheet 98 and the ground 89.

【0019】基礎92は、地盤89を掘削して凹みを形
成し、この凹みの底に生コンクリートを打設したもの、
あるいは砕石を設けたものである。生コンクリートを打
設する前に鉄筋を設けておくと良い。基礎92の厚さ
は、この上に設ける構造体5、コンクリート層93およ
び住宅100などの重量によって決める。また、基礎9
2として砕石、たとえば砕石C40−0やクラッシャラ
ン7号を設ける場合もある。
The foundation 92 is obtained by excavating the ground 89 to form a recess, and placing fresh concrete on the bottom of the recess,
Alternatively, it is provided with crushed stones. Reinforcing bars should be installed before pouring fresh concrete. The thickness of the base 92 is determined by the weight of the structure 5, the concrete layer 93, the house 100, and the like provided thereon. Also, basic 9
In some cases, crushed stones such as crushed stone C40-0 and crusher run 7 are provided as 2.

【0020】遮水性シート97および保護用シート98
は、構造体の上面の周囲、周囲側面、および下面外側を
覆う。遮水性シート97の材質は、たとえば塩ビPVC
などの合成樹脂シートを使用する。保護用シート98の
材質は、たとえばポリエステル単繊維などの合成樹脂長
繊維不織布を使用する。コンクリート層93は、構造体
5にかかる荷重を平均化するもので鉄筋を入れる方が好
ましい。コンクリート層93の厚さは、住宅100の重
量によって決める。埋め戻し材94は、砕石であるが、
砂その他のものまたはこれらの混合物を利用する場合も
ある。
Water-blocking sheet 97 and protective sheet 98
Covers the perimeter of the top surface of the structure, the peripheral side surfaces, and the bottom surface outside. The material of the water blocking sheet 97 is, for example, PVC or PVC.
Use a synthetic resin sheet such as. As the material of the protective sheet 98, for example, synthetic resin long-fiber nonwoven fabric such as polyester monofilament is used. The concrete layer 93 averages the load applied to the structure 5, and it is preferable to insert a reinforcing bar. The thickness of the concrete layer 93 depends on the weight of the house 100. The backfill material 94 is crushed stone,
Sometimes sand or other materials or mixtures of these are used.

【0021】構造体5は、複数の本体(構造部材)7
と、本体7同士を上下方向または垂直方向(一方向)6
0に連結するジョイント(継手部材)80と、最上段に
位置する本体7の上に連結されるセンターステージ33
とを備える。さらに、本体7同士を水平方向(上下方向
と直交する方向で巾方向61および長さ方向62)に連
結するコーナージョイント(別の継手部材)48(図7
に表示)と、最外側の本体7に設けられ構造体の側面を
形成する側部材67とを備える。
The structure 5 comprises a plurality of main bodies (structural members) 7
And the main bodies 7 are vertically or vertically (one direction) 6
A joint (joint member) 80 to be connected to 0, and a center stage 33 to be connected to the main body 7 located at the uppermost stage.
With. Furthermore, a corner joint (another joint member) 48 (FIG. 7) that connects the main bodies 7 to each other in the horizontal direction (the width direction 61 and the length direction 62 in the direction orthogonal to the vertical direction).
2) and a side member 67 provided on the outermost main body 7 and forming a side surface of the structure.

【0022】構造体5は、本体7を上下方向60に5
段、巾方向61に6列、長さ方向62(図2に表示)に
8列設けたものである。さらに、本体7、センターステ
ージ33、ジョイント80および図示していないコーナ
ージョイント48は、軽量材料であるポリプロピレンで
形成される。ポリプロピレンは、耐腐食性、耐荷重性、
振動に対する耐久性などを有するものである。
In the structure 5, the main body 7 is moved in the vertical direction 60.
6 columns in the width direction 61 and 8 columns in the length direction 62 (shown in FIG. 2). Furthermore, the main body 7, the center stage 33, the joint 80, and the corner joint 48 (not shown) are made of polypropylene, which is a lightweight material. Polypropylene is resistant to corrosion, load
It has durability against vibration and the like.

【0023】図3は、上下関係にある本体7をジョイン
ト80で連結した断面図である。上下関係にある本体7
は、本体7を同じ向き、すなわち脚の先端27を上に向
けて位置させ、本体の基盤9の他方の側11と脚の先端
27との間にジョイント80を介在させて本体7同士を
連結したものである。
FIG. 3 is a cross-sectional view in which the main bodies 7, which are in a vertical relationship, are connected by a joint 80. Main body 7 in a vertical relationship
Position the main body 7 in the same direction, that is, with the tips 27 of the legs facing upward, and connect the main bodies 7 to each other by interposing a joint 80 between the other side 11 of the base 9 of the main body and the tips 27 of the legs. It was done.

【0024】図4は、本体7を示し、(A)は平面図、
(B)は(A)のII−II線断面図である。本体7は、盤
状の基盤9およびこの基盤の一方の側10から延在させ
た脚21を有する。基盤9は、図4(A)の平面図に示
すように、正方形で、四隅に連結部15が設けられる。
因みに、二つの本体基盤の連結部15同士の間にはコー
ナージョイント48(図7)を介在させて本体7同士を
連結する。
FIG. 4 shows the main body 7, (A) is a plan view,
(B) is the II-II sectional view taken on the line of (A). The body 7 has a board-like base 9 and legs 21 extending from one side 10 of the board. As shown in the plan view of FIG. 4 (A), the base 9 is square, and the connecting portions 15 are provided at the four corners.
Incidentally, a corner joint 48 (FIG. 7) is interposed between the connecting portions 15 of the two main body bases to connect the main bodies 7 to each other.

【0025】さらに、基盤9は正方形の板12の縁に沿
って周辺縁13を有する。周辺縁13同士の間や周辺縁
13と脚21との間には補強用のリブ18が格子状また
は斜め状に設けられる。連結部15は、図示していない
同形状、同寸法の本体7に連結される。各連結部15
は、板の面12aから窪ませた矩形の窪み15aに二つ
の連結孔16が設けられる。
Furthermore, the base 9 has a peripheral edge 13 along the edge of the square plate 12. Reinforcing ribs 18 are provided between the peripheral edges 13 or between the peripheral edges 13 and the legs 21 in a lattice shape or an oblique shape. The connecting portion 15 is connected to the main body 7 of the same shape and size (not shown). Each connecting part 15
The two connecting holes 16 are provided in a rectangular recess 15a that is recessed from the plate surface 12a.

【0026】さらに、基盤9には後述の側部材67(図
8)を固定するためのリブ18aが設けられる。また、
基盤9は一方の側10と他方の側11とを通じさせる図
示していない孔を有すると良い。孔の大きさは構造体5
の使用目的、用途によって適宜の大きさとする。構造体
5の内部に水を貯留したときに、この水がこの孔を通し
て上下、左右方向に移動することができる。
Further, the base 9 is provided with ribs 18a for fixing side members 67 (FIG. 8) described later. Also,
The base 9 may have holes (not shown) through which one side 10 and the other side 11 pass. The size of the hole is structure 5
The size should be adjusted according to the intended use and application. When water is stored inside the structure 5, this water can move vertically and horizontally through this hole.

【0027】脚21は、基盤9の中心に一つ設けられ
る。その形状は、截頭円錐筒状に形成され、基盤9側の
大きさが先端27側の大きさより大きく形成される。基
盤の板の面12aには円形の開口20が形成される。ま
た、脚21の先端27の環状部には先に述べたジョイン
ト80と連結するための孔29が八つ同一円周上に等ピ
ッチで設けられる。また、先端27には円形の開口30
が形成される。
One leg 21 is provided at the center of the base 9. Its shape is a truncated cone, and the size of the base 9 side is larger than the size of the tip 27 side. A circular opening 20 is formed in the surface 12a of the base plate. Further, in the annular portion of the tip 27 of the leg 21, eight holes 29 for connecting with the joint 80 described above are provided at the same pitch on the same circumference. A circular opening 30 is provided at the tip 27.
Is formed.

【0028】図5は、ジョイント80を示し、(A)は
平面図、(B)は(A)のIII−III線断面図である。ジ
ョイント80は、板状で円形の板81の一方の面側に突
起83、他方の面側に突起84を設けたものである。四
つの突起83は、本体の基盤9に設けた四つの孔19
(図4に表示)に挿入され、二つの突起84は、本体の
脚先端27に設けた八つの孔29のうち、対向する二つ
の孔29(図4に表示)に挿入される。また、板81に
は筒状のリブ82a〜82eが設けられ板を補強する。
FIG. 5 shows the joint 80, (A) is a plan view, and (B) is a sectional view taken along line III-III of (A). The joint 80 is a plate-shaped circular plate 81 having a projection 83 on one surface side and a projection 84 on the other surface side. The four protrusions 83 have four holes 19 formed in the base 9 of the main body.
(Shown in FIG. 4), the two protrusions 84 are inserted into two opposing holes 29 (shown in FIG. 4) among the eight holes 29 provided in the leg tips 27 of the main body. Further, the plate 81 is provided with tubular ribs 82a to 82e to reinforce the plate.

【0029】図6は、センターステージ33を示し、
(A)は平面図、(B)は(A)のIV−IV線断面図であ
る。センターステージ33は、図1に示した構造体5の
最上段に位置する本体脚の先端27に載せられ連結され
る。さらに、センターステージ33は盤状に形成され、
本体基盤9の周辺縁13と略同じ大きさの周辺縁39を
備える。すなわち、周辺縁39は、矩形状の板35の周
囲に形成される。
FIG. 6 shows the center stage 33,
(A) is a plan view and (B) is a sectional view taken along line IV-IV of (A). The center stage 33 is mounted on and connected to the tips 27 of the main body legs located at the uppermost stage of the structure 5 shown in FIG. Furthermore, the center stage 33 is formed in a disk shape,
A peripheral edge 39 having substantially the same size as the peripheral edge 13 of the main body base 9 is provided. That is, the peripheral edge 39 is formed around the rectangular plate 35.

【0030】さらに、センターステージ33は、矩形状
の板35の中心位置両面に各々一つ設けられた環状連結
部43と、この環状連結部43の外側に両面各々四つ設
けられた別の環状連結部45とを有する。環状連結部4
3には、本体脚21の先端に設けられた孔29(図4)
に挿入される突起44a、44bが設けられる。環状連
結部45には、四つの脚を有する別の本体を連結すると
きに用いられ、同じく突起46a、46bが設けられ
る。
Further, the center stage 33 has one annular connecting portion 43 provided on each of both sides of the central position of the rectangular plate 35, and another annular connecting portion 43 provided on each outside of the annular connecting portion 43. And a connecting portion 45. Ring connection part 4
3 has a hole 29 (FIG. 4) provided at the tip of the main body leg 21.
Protrusions 44a and 44b to be inserted into are provided. The annular connecting portion 45 is used when connecting another main body having four legs and is similarly provided with projections 46a and 46b.

【0031】板35の両面の環状連結部43、環状連結
部45および周辺縁39の間にはリブ41が格子状また
は斜め状に設けられる。また、板35には側部材67
(図8)を固定するためのリブ41aが設けられる。板
35の四隅には連結部36が形成される。各連結部36
は、連結用の連結孔37を二つ有する。
Ribs 41 are provided in a lattice shape or an oblique shape between the annular connecting portions 43, 45 and the peripheral edge 39 on both sides of the plate 35. The plate 35 has side members 67.
Ribs 41a for fixing (FIG. 8) are provided. Connection parts 36 are formed at four corners of the plate 35. Each connecting portion 36
Has two connection holes 37 for connection.

【0032】図7は、コーナージョイント48を示し、
(A)は平面図、(B)は(A)のV−V線断面図であ
る。コーナージョイント48は、板50の一方の側に四
つの突部56を有する。突部56は、板50の中心に対
して対称に設けられ、本体基盤の連結部15(図4)や
センターステージの連結部36(図6)同士を連結す
る。コーナージョイントの突部56が本体7やセンター
ステージ33の連結部15、36に連結されるときには
弾性的に突部56が他方の側に撓んで連結部の連結孔1
6、37に挿入される。さらに、板50は、縁リブ5
2、リブ54および八つの孔57を有する。縁リブ52
およびリブ54は、板50に所定の剛性を与える。孔5
7は材料節約と軽量化のために設けられる。
FIG. 7 shows the corner joint 48,
(A) is a plan view and (B) is a sectional view taken along line VV of (A). The corner joint 48 has four protrusions 56 on one side of the plate 50. The protrusions 56 are provided symmetrically with respect to the center of the plate 50, and connect the connecting portions 15 (FIG. 4) of the main body base and the connecting portions 36 (FIG. 6) of the center stage to each other. When the protrusion 56 of the corner joint is connected to the connecting portions 15 and 36 of the main body 7 and the center stage 33, the protrusion 56 elastically bends to the other side, and the connecting hole 1 of the connecting portion 1
6 and 37 are inserted. Further, the plate 50 includes the edge ribs 5
2, ribs 54 and eight holes 57. Edge rib 52
The ribs 54 give the plate 50 a predetermined rigidity. Hole 5
7 is provided for material saving and weight saving.

【0033】図8は、側部材67を示し、(A)は正面
図、(B)は右側面図である。側部材67は、図示して
いない構造体5の最外側に位置する本体7に固定され、
構造体の側面を形成する(図1に表示)。側部材67
は、矩形状の板69と、板69の縁に設けられた縁枠7
1と、縁枠71間に格子状に設けられた補強リブ73と
を有する。さらに、側部材67は、その一端74と他端
75に二つ1組に形成された突起76を2組ずつ有す
る。突起76の間の間隙77には、本体の基盤9に設け
られたリブ18aおよびセンターステージ33に設けら
れたリブ41aが挿入され固定される。突起76の形状
は特に限定されないが、立方体状、リブ状などである。
FIG. 8 shows the side member 67, (A) is a front view and (B) is a right side view. The side member 67 is fixed to the main body 7 located on the outermost side of the structure 5 not shown,
Form the sides of the structure (shown in Figure 1). Side member 67
Is a rectangular plate 69 and an edge frame 7 provided on the edge of the plate 69.
1 and reinforcing ribs 73 provided in a grid pattern between the edge frames 71. Further, the side member 67 has two sets of projections 76 formed in one set at one end 74 and the other end 75 thereof. The ribs 18 a provided on the base 9 of the main body and the ribs 41 a provided on the center stage 33 are inserted and fixed in the gaps 77 between the protrusions 76. The shape of the protrusion 76 is not particularly limited, but is a cube, a rib, or the like.

【0034】以上の構造を有する本実施形態の貯水装置
1は、次のように作用する。すなわち、図1において、
住宅100の上に降った雨は直ちに住宅100の下に設
けられた貯水装置1に溜められる。したがって、降雨時
に住宅100の上に降った雨水が一度に下水や側溝を流
れて溢れさせることがなくなる。また、貯水装置1に溜
められた水は、生活用水、地震や消火などの緊急用水、
その他に使用できる。さらに、住宅内空調用の熱源とし
ても利用できる。
The water storage device 1 of this embodiment having the above structure operates as follows. That is, in FIG.
Rainfall on the house 100 is immediately stored in the water storage device 1 provided under the house 100. Therefore, the rainwater that has fallen on the house 100 at the time of rainfall will not flow into the sewage or the gutter at one time and overflow. In addition, the water stored in the water storage device 1 is water for daily use, emergency water such as an earthquake or fire extinguishing,
It can be used for other purposes. Further, it can be used as a heat source for air conditioning in a house.

【0035】さらに、本体7はジョイント80および図
示していないコーナージョイント48によって3次元的
に連結される。このとき本体の脚21は構造体5の内部
に空間88を形成する。構造体5は遮水性シート97で
覆われるので脚21によって形成される空間88に雨水
を貯留することができる。
Further, the main body 7 is three-dimensionally connected by a joint 80 and a corner joint 48 (not shown). At this time, the legs 21 of the main body form a space 88 inside the structure 5. Since the structure 5 is covered with the water blocking sheet 97, rainwater can be stored in the space 88 formed by the legs 21.

【0036】さらに、ジョイント80は板状に形成され
る(図3の板81)ので、地震などによる上下方向の振
動に対して板81は撓み、弾性変形し、上下方向60に
おける振動エネルギーは吸収される。そして、構造体5
は本体7が多段に積み重ねられるので、上下方向60に
おける振動エネルギーは各ジョイント80の板81で吸
収される。
Further, since the joint 80 is formed in a plate shape (plate 81 in FIG. 3), the plate 81 bends and elastically deforms in response to vertical vibration due to an earthquake or the like, and the vibration energy in the vertical direction 60 is absorbed. To be done. And the structure 5
Since the main bodies 7 are stacked in multiple stages, the vibration energy in the vertical direction 60 is absorbed by the plate 81 of each joint 80.

【0037】さらに、本体7やジョイント80あるいは
コーナージョイント48は、弾性変形可能な材料で形成
することにより、振動の水平方向(巾方向61および長
さ方向62)の振動エネルギーは、脚21およびジョイ
ント80の弾性変形、あるいはコーナージョイント48
の弾性変形などによって吸収される。本体7は巾方向6
1および長さ方向62に連結されるので、列ごとに振動
の水平方向エネルギーは吸収される。結局、地震などに
よって加わる振動エネルギーの垂直方向成分および水平
方向成分は吸収され、貯水装置の上に位置する住宅10
0は免震される。
Further, the main body 7, the joint 80, and the corner joint 48 are made of an elastically deformable material, so that the vibration energy in the horizontal direction (width direction 61 and length direction 62) of the leg 21 and the joint. 80 elastic deformation or corner joint 48
It is absorbed by elastic deformation of. The main body 7 is 6 in the width direction
1 and the lengthwise direction 62, the horizontal energy of vibration is absorbed row by row. Eventually, the vertical component and the horizontal component of the vibration energy applied by an earthquake or the like are absorbed, and the housing 10 located above the water storage device is absorbed.
0 is seismically isolated.

【0038】また、地中に埋設された構造体5は、その
外側面に埋め戻し材94による土圧を受ける。側部材6
7はこの埋め戻し材94からの土圧を支え、遮水性シー
ト97および保護用シート98を平面で受けて破れなど
の破損を防止する。また、側部材67は、構造体5が地
下に設けられる場合、土砂などが構造体5の内部に侵入
することを防止する。
Further, the structure 5 buried in the ground receives the earth pressure by the backfill material 94 on its outer surface. Side member 6
7 supports earth pressure from the backfill material 94, receives the water-blocking sheet 97 and the protective sheet 98 on a flat surface, and prevents breakage such as breakage. In addition, the side member 67 prevents the earth and sand from entering the inside of the structure 5 when the structure 5 is provided underground.

【0039】次に、図3に示すように、本体の基盤の他
方の側11の形状と本体の脚先端27の形状とが直接的
に連結できない形状であっても、基盤の他方の側11と
脚先端27との間にジョイント80を設けることによ
り、このジョイントの一方の側85の形状が本体の基盤
9の他方の側11の形状に適合し連結できる。さらに、
ジョイントの他方の側86の形状が本体の脚先端27の
形状に適合し連結できる。したがって、同じ向きに位置
させた二つの本体7は連結される。
Next, as shown in FIG. 3, even if the shape of the other side 11 of the base of the main body and the shape of the leg tips 27 of the main body cannot be directly connected, the other side 11 of the base is By providing a joint 80 between the leg tip 27 and the leg tip 27, the shape of one side 85 of this joint can be adapted and connected to the shape of the other side 11 of the base 9 of the body. further,
The shape of the other side 86 of the joint is adapted to the shape of the leg tip 27 of the body and can be connected. Therefore, the two main bodies 7 located in the same direction are connected.

【0040】また、本体7は、中空截頭円錐状の脚21
を有するので、軽量であり、かつ剛性もあるので耐荷重
性に優れる。さらに、脚21のどの方向の強度も略同じ
にすることができる。そして、脚21は中空截頭円錐状
であるので重ねることができ輸送効率を向上させること
ができる。
Further, the main body 7 is a leg 21 having a hollow truncated cone shape.
Since it has light weight and rigidity, it has excellent load resistance. Furthermore, the strength of the legs 21 in any direction can be substantially the same. Since the legs 21 have a hollow truncated cone shape, they can be stacked and the transportation efficiency can be improved.

【0041】さらに、本体の筒状の脚21の内側31に
充填材を充填することもできる。ここで、充填材は充填
するときは流動性があり、充填後時間の経過とともに硬
化する材料で、たとえば生コンクリートである。充填材
を脚の内側31に充填することにより本体7の耐荷重性
を大きくできる。充填材の充填方法としては、予め本体
脚21内に充填材を充填して硬化させた本体を準備し、
これを連結して構造体5を形成しても良い。また、本体
7を1段組み上げる毎に、または数段組み上げる毎に一
番上に位置する本体脚21の開口30から、あるいは構
造体5の全段を組み上げた後に最上段に位置する本体脚
21の開口30から充填材を充填しても良い。
Furthermore, the inside 31 of the tubular leg 21 of the main body can be filled with a filler. Here, the filler is a material that has fluidity when filled and that hardens with time after filling, and is, for example, ready-mixed concrete. The load resistance of the main body 7 can be increased by filling the inside of the leg 31 with the filling material. As a method of filling the filling material, a body in which the filling material is filled in the body legs 21 in advance and cured is prepared,
The structures 5 may be formed by connecting these. In addition, each time the main body 7 is assembled by one stage, or every several stages are assembled, the main body leg 21 positioned at the top is opened from the opening 30 of the main body leg 21 or after all the stages of the structure 5 are assembled. The filler may be filled from the opening 30 of the above.

【0042】図9は、上下関係にある別の本体8をジョ
イント80で連結した断面図である。図3に示した本体
7と同じように、本体8を同じ向きに位置させ、本体の
基盤9の他方の側11と脚の先端27との間にジョイン
ト80を介在させて本体8同士を連結したものである。
本体8は、盤状の基盤9およびこの基盤9の一方の側1
0から突出させた脚21を有する。基盤9は、図3に示
した本体7の基盤と同じ形状である。
FIG. 9 is a cross-sectional view in which another main body 8 having a vertical relationship is connected by a joint 80. As in the case of the main body 7 shown in FIG. 3, the main bodies 8 are positioned in the same direction, and the main bodies 8 are connected to each other by interposing the joint 80 between the other side 11 of the base 9 of the main body and the tips 27 of the legs. It was done.
The main body 8 comprises a board-shaped base 9 and one side 1 of the base 9.
It has legs 21 protruding from zero. The base 9 has the same shape as the base of the main body 7 shown in FIG.

【0043】脚21は、基盤9の中心に一つ設けられ、
その先端27に向かって漸次径が縮小した筒状の截頭円
錐状である。さらに、脚21は、外筒23と内筒25と
を有し、外筒23と内筒25とは先端27の環状部で接
続され、外筒23から内筒25に折り返えされた形状を
している。基盤の板の面12aには外筒23と内筒25
との間に環状の開口が形成される。また、脚21の先端
27の環状部には先に述べたジョイント80やセンター
ステージ33を連結するための孔29が八つ同一円周上
に等ピッチで設けられる。先端27には円形の開口30
が形成される。
One leg 21 is provided at the center of the base 9,
It has a cylindrical truncated cone shape whose diameter gradually decreases toward the tip 27. Further, the leg 21 has an outer cylinder 23 and an inner cylinder 25, and the outer cylinder 23 and the inner cylinder 25 are connected to each other at an annular portion of the tip 27, and the outer cylinder 23 is folded back to the inner cylinder 25. Are doing An outer cylinder 23 and an inner cylinder 25 are provided on the surface 12a of the base plate.
An annular opening is formed between and. Further, eight holes 29 for connecting the joint 80 and the center stage 33 described above are provided in the annular portion of the tip end 27 of the leg 21 at the same pitch on the same circumference. Circular opening 30 at tip 27
Is formed.

【0044】このような構造をとることにより、上下方
向の荷重を内筒25で受けることができ、上下方向の振
動エネルギーを吸収し易くなる。図9に示した本体8を
用いた構造体のその他の部分の構造と作用は、図1に示
したものと同じであるので、その説明を省略する。
With such a structure, the vertical load can be received by the inner cylinder 25, and the vertical vibration energy can be easily absorbed. Since the structure and operation of the other parts of the structure using the main body 8 shown in FIG. 9 are the same as those shown in FIG. 1, the description thereof will be omitted.

【0045】[0045]

【発明の効果】本発明によれば、雨水を貯留することが
できる。
According to the present invention, rainwater can be stored.

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

【図1】本発明に係る貯水装置の一実施形態を示す断面
図である。
FIG. 1 is a sectional view showing an embodiment of a water storage device according to the present invention.

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

【図3】上下関係にある本体をジョイントで連結した断
面図である。
FIG. 3 is a cross-sectional view in which upper and lower bodies are connected by a joint.

【図4】本体を示し、(A)は平面図、(B)は(A)
のII−II線断面図である。
FIG. 4 shows a main body, (A) is a plan view, and (B) is (A).
11 is a sectional view taken along line II-II of FIG.

【図5】ジョイントを示し、(A)は平面図、(B)は
(A)のIII−III線断面図である。
FIG. 5 shows a joint, (A) is a plan view, and (B) is a sectional view taken along line III-III of (A).

【図6】センターステージを示し、(A)は平面図、
(B)は(A)のIV−IV線断面図である。
FIG. 6 shows a center stage, (A) is a plan view,
(B) is a IV-IV sectional view taken on the line of (A).

【図7】コーナージョイントを示し、(A)は平面図、
(B)は(A)のV−V線断面図である。
FIG. 7 shows a corner joint, (A) is a plan view,
(B) is the VV sectional view taken on the line of (A).

【図8】側部材を示し、(A)は正面図、(B)は右側
面図である。
FIG. 8 shows a side member, (A) is a front view, and (B) is a right side view.

【図9】上下関係にある別の本体をジョイントで連結し
た断面図である。
FIG. 9 is a cross-sectional view in which another main body having a vertical relationship is connected by a joint.

【符号の説明】 1 貯水装置 3 貯水槽 5 構造体 7 本体(構造部材) 9 基盤 10 一方の側 11 他方の側 21 脚 27 先端 48 コーナージョイント(別の継手部材) 60 上下方向または垂直方向(一方向) 61 巾方向(一方向と直交する方向) 80 ジョイント(継手部材) 88 空間 97 遮水性シート(遮水性部材) 100 住宅(構築物)[Explanation of symbols] 1 Water storage device 3 water tank 5 structure 7 Main body (structural member) 9 foundation 10 one side 11 the other side 21 legs 27 Tip 48 corner joints (separate joint members) 60 Vertical or vertical direction (one direction) 61 Width direction (direction orthogonal to one direction) 80 joint (joint member) 88 space 97 Water blocking sheet (water blocking member) 100 houses (buildings)

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 貯水槽を備え、該貯水槽は構築物の下に
設けられてなる貯水装置。
1. A water storage device comprising a water storage tank, the water storage tank being provided under a structure.
【請求項2】 請求項1において、前記貯水槽は、構造
体と、該構造体を覆う遮水性部材とを備え、前記構造体
は複数の構造部材を3次元的に連結して形成され、前記
構造部材は、基盤および該基盤の一方の側から延在させ
た脚が設けられ、前記構造体は該脚によって内部に空間
が形成されてなる貯水装置。
2. The water storage tank according to claim 1, wherein the water tank comprises a structure and a water blocking member covering the structure, and the structure is formed by three-dimensionally connecting a plurality of structural members, The water storage device, wherein the structural member is provided with a base and legs extending from one side of the base, and the structure has a space formed therein by the legs.
【請求項3】 請求項1において、前記貯水槽は、構造
体と、該構造体を覆う遮水性部材とを備え、前記構造体
は複数の構造部材と、該構造部材同士を一方向に連結す
る継手部材と、前記構造部材同士を前記一方向と直交す
る方向に連結する別の継手部材とを有し、前記構造部材
は、基盤および該基盤の一方の側から延在させた脚が設
けられ、前記構造体は該脚によって内部に空間が形成さ
れてなる貯水装置。
3. The water storage tank according to claim 1, wherein the water storage tank includes a structure and a water-blocking member that covers the structure, and the structure connects a plurality of structural members and the structural members in one direction. And a joint member that connects the structural members to each other in a direction orthogonal to the one direction, the structural member includes a base and a leg extending from one side of the base. The structure is a water storage device in which a space is formed inside by the legs.
【請求項4】 請求項3において、前記構造部材は該構
造部材の脚の先端が同じ向きに向くように配置され、前
記継手部材は板状に形成され前記構造部材の基盤の他方
の側と前記脚先端との間に設けられてなる貯水装置。
4. The structural member according to claim 3, wherein the structural members are arranged such that the tips of the legs of the structural members face in the same direction, and the joint member is formed in a plate shape, and is connected to the other side of the base of the structural member. A water storage device provided between the leg tips.
JP2001204229A 2001-07-05 2001-07-05 Water storage device Pending JP2003020696A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001204229A JP2003020696A (en) 2001-07-05 2001-07-05 Water storage device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001204229A JP2003020696A (en) 2001-07-05 2001-07-05 Water storage device

Publications (1)

Publication Number Publication Date
JP2003020696A true JP2003020696A (en) 2003-01-24

Family

ID=19040729

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001204229A Pending JP2003020696A (en) 2001-07-05 2001-07-05 Water storage device

Country Status (1)

Country Link
JP (1) JP2003020696A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007056611A (en) * 2005-08-26 2007-03-08 Takiron Co Ltd Filler and filling structure for underground water tank
JP2008280775A (en) * 2007-05-11 2008-11-20 Hayashi Bussan Hatsumei Kenkyusho:Kk Storage penetration facility for rainwater or the like having separately disposed unit members
JP2009167681A (en) * 2008-01-16 2009-07-30 Hayashi Bussan Hatsumei Kenkyusho:Kk Reservoir
WO2012111465A1 (en) * 2011-02-14 2012-08-23 株式会社 トーテツ Storage composite, and storage tank and permeable storage tank using same
JP2014145213A (en) * 2013-01-30 2014-08-14 Hayashi Bussan Co Ltd Structure and construction method of base isolation structure

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0193275A (en) * 1987-10-05 1989-04-12 Matsushita Electric Ind Co Ltd Transmission and reception method for television control signal
JPH02139989A (en) * 1988-11-18 1990-05-29 Fujitsu Ltd Printed wiring board
JPH08184080A (en) * 1994-12-28 1996-07-16 Oobayashi Doro Kk Underground water-storage structure
JPH1018362A (en) * 1996-06-28 1998-01-20 Takiron Co Ltd Underground water storage tank
JPH11107354A (en) * 1997-10-02 1999-04-20 Rita Sogo Kikaku:Kk Water reservoir structure
JPH11256630A (en) * 1998-03-12 1999-09-21 Sekisui House Ltd Rainwater underground storage tank system
JPH11293717A (en) * 1998-04-08 1999-10-26 Dokoo:Kk Roof floor greening and water circulation system
JP2000309958A (en) * 1999-01-26 2000-11-07 Tootetsu:Kk Underground water storage tank and its formation
JP2001040719A (en) * 1999-07-28 2001-02-13 Mitsuboshi Belting Ltd Water storage tank and water storage method
JP2001064988A (en) * 1999-08-31 2001-03-13 Shinichiro Hayashi Underground structure
JP2001107403A (en) * 1999-10-13 2001-04-17 Shinichiro Hayashi Underground water storage tank

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0193275A (en) * 1987-10-05 1989-04-12 Matsushita Electric Ind Co Ltd Transmission and reception method for television control signal
JPH02139989A (en) * 1988-11-18 1990-05-29 Fujitsu Ltd Printed wiring board
JPH08184080A (en) * 1994-12-28 1996-07-16 Oobayashi Doro Kk Underground water-storage structure
JPH1018362A (en) * 1996-06-28 1998-01-20 Takiron Co Ltd Underground water storage tank
JPH11107354A (en) * 1997-10-02 1999-04-20 Rita Sogo Kikaku:Kk Water reservoir structure
JPH11256630A (en) * 1998-03-12 1999-09-21 Sekisui House Ltd Rainwater underground storage tank system
JPH11293717A (en) * 1998-04-08 1999-10-26 Dokoo:Kk Roof floor greening and water circulation system
JP2000309958A (en) * 1999-01-26 2000-11-07 Tootetsu:Kk Underground water storage tank and its formation
JP2001040719A (en) * 1999-07-28 2001-02-13 Mitsuboshi Belting Ltd Water storage tank and water storage method
JP2001064988A (en) * 1999-08-31 2001-03-13 Shinichiro Hayashi Underground structure
JP2001107403A (en) * 1999-10-13 2001-04-17 Shinichiro Hayashi Underground water storage tank

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007056611A (en) * 2005-08-26 2007-03-08 Takiron Co Ltd Filler and filling structure for underground water tank
JP4695461B2 (en) * 2005-08-26 2011-06-08 タキロン株式会社 Filling material and filling structure of underground water tank
JP2008280775A (en) * 2007-05-11 2008-11-20 Hayashi Bussan Hatsumei Kenkyusho:Kk Storage penetration facility for rainwater or the like having separately disposed unit members
JP2009167681A (en) * 2008-01-16 2009-07-30 Hayashi Bussan Hatsumei Kenkyusho:Kk Reservoir
WO2012111465A1 (en) * 2011-02-14 2012-08-23 株式会社 トーテツ Storage composite, and storage tank and permeable storage tank using same
CN103370482A (en) * 2011-02-14 2013-10-23 株式会社托太兹 Storage composite, and storage tank and permeable storage tank using same
JP5384757B2 (en) * 2011-02-14 2014-01-08 株式会社トーテツ Storage complex and storage tank and storage permeation tank using the same
KR101408678B1 (en) 2011-02-14 2014-06-17 가부시키가이샤 토오테츠 Storage composite, and storage tank and permeable storage tank using same
CN103370482B (en) * 2011-02-14 2014-11-26 株式会社托太兹 Storage composite, and storage tank and permeable storage tank using same
AU2012218761B2 (en) * 2011-02-14 2015-04-30 Totetu Mfg. Co. Ltd. Storage composite, and storage tank and permeable storage tank using same
US9079708B2 (en) 2011-02-14 2015-07-14 Totetu Mfg. Co. Ltd. Storage composite, and storage tank and permeable storage tank using same
JP2014145213A (en) * 2013-01-30 2014-08-14 Hayashi Bussan Co Ltd Structure and construction method of base isolation structure

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