JPH0723623B2 - Reservoir device - Google Patents
Reservoir deviceInfo
- Publication number
- JPH0723623B2 JPH0723623B2 JP4105824A JP10582492A JPH0723623B2 JP H0723623 B2 JPH0723623 B2 JP H0723623B2 JP 4105824 A JP4105824 A JP 4105824A JP 10582492 A JP10582492 A JP 10582492A JP H0723623 B2 JPH0723623 B2 JP H0723623B2
- Authority
- JP
- Japan
- Prior art keywords
- bottom wall
- box
- box culvert
- culverts
- reservoir device
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 11
- 239000004576 sand Substances 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Sewage (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、大量の雨水を一時的に
貯溜する遊水池装置に係り、特に複数個のボックスカル
バートを上下方向に積み重ねると共に水平方向に複数列
に並べて配設してなる遊水池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 basin device for temporarily storing a large amount of rainwater, and in particular, a plurality of box culverts are vertically stacked and arranged horizontally in a plurality of rows. The present invention relates to a reservoir device.
【0002】[0002]
【従来の技術】従来の遊水池装置としては、実開昭62
−66977号公報に示されたように、底壁部及びこの
底壁部と同形状の上壁部を隅部の支柱を介して一体に連
結すると共に、各支柱間に開口部を設けたブロックを形
成し、この複数個のブロックを前後左右方向に並設して
各ブロックの開口部を連通させたものがある。2. Description of the Related Art As a conventional water reservoir device, a full-scale shokai 62 is used.
As disclosed in Japanese Patent Publication No. 66977, a block in which a bottom wall portion and an upper wall portion having the same shape as the bottom wall portion are integrally connected via a pillar at a corner and an opening is provided between the pillars. Is formed, and a plurality of blocks are arranged side by side in the front-rear and left-right directions so that the openings of the blocks communicate with each other.
【0003】しかしながら、このように構成された従来
装置では、上下隣接するボックスカルバートの底壁部と
上壁部が2重になり、内容積がその分だけ少なくなるた
め、最大貯水量が減少する。However, in the conventional apparatus thus constructed, the bottom wall portion and the top wall portion of the vertically adjacent box culverts are doubled and the internal volume is reduced accordingly, so that the maximum water storage amount is reduced. .
【0004】また、従来装置では、上下に隣接するボッ
クスカルバートは平坦面の上壁部と平坦面の底壁部が単
に当接しているだけであるため、組立の際に横滑りの危
険性がある。Further, in the conventional device, since the box culverts vertically adjacent to each other have the flat upper wall and the flat bottom wall merely contacting each other, there is a risk of skidding during assembly. .
【0005】また、従来装置では、ボックスカルバート
は単に積み重ねられているだけであるため、土砂埋め戻
しの際にボックスカルバートの位置ずれが生じ易く、装
置全体が堅固な一体化が容易に行なえない。Further, in the conventional device, since the box culverts are simply stacked, the position shift of the box culverts is likely to occur during backfilling with earth and sand, and the whole device cannot be easily integrated firmly.
【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、内容積を増加して最大貯水量を増大させ、ま
た、組立の際の横滑りを防止し、装置全体を堅固に一体
化できる遊水池装置を提供することである。SUMMARY OF THE INVENTION Therefore, an object of the present invention is to increase the inner volume to increase the maximum water storage amount, prevent skid during assembly, and firmly integrate the entire apparatus. It is to provide a water pond device.
【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、本発明の遊水池装置では、底
壁部11の四隅部上面に支柱14を立設し、底壁部11
に開口部がないボックスカルバート10A,10B,1
0C,10D,10Eを最下段に前後左右に複数列に配
置する一方、底壁部11の四隅部上面に支柱14を立設
し、底壁部11の四隅部下面に凹部13を設け、底壁部
11に支柱14と縁枠部を残して開講部12を設けたボ
ックスカルバート10F,10G,10H,10I,1
0Jを最下段以外に前後左右に複数列に配置する。The following is a description with reference to the reference characters in the accompanying drawings. In the water reservoir device of the present invention, columns 14 are erected on the upper surfaces of the four corners of the bottom wall portion 11, and the bottom wall portion is provided. 11
Box culverts 10A, 10B, 1 without openings in
While arranging 0C, 10D, and 10E in a plurality of rows in the front, rear, left, and right at the bottom, columns 14 are erected on the upper surfaces of the four corners of the bottom wall 11, and recesses 13 are provided on the lower surfaces of the four corners of the bottom wall 11. Box culverts 10F, 10G, 10H, 10I, 1 in which a support section 14 and an edge frame section are left on the wall section 11 to provide an opening section 12
0J is arranged in a plurality of rows in the front, rear, left, and right other than the bottom row.
【0008】下段側のボックスカルバート群の支柱14
の各上端部を上段側のボックスカルバート群の底壁部1
1の各凹部13にかみ合わせて複数個のボックスカルバ
ートを上下複数段に積み重ね、最上段のボックスカルバ
ート群10F〜10Jの上部間に蓋板15を掛け渡し、
各ボックスカルバート10A〜10Jの側面部の開口部
16と底壁部11の開口部12によって複数個のボック
スカルバートの内部空間を互いに連通させ、隣接のボッ
クスカルバート同志をPC鋼材18の締着によって接合
する。Posts 14 of the lower box culvert group
Each upper end of the bottom wall of the upper box culvert group 1
A plurality of box culverts are stacked in a plurality of upper and lower stages by engaging with the respective concave portions 13 of 1, and a cover plate 15 is hung between the upper portions of the uppermost box culvert groups 10F to 10J.
The inner spaces of the plurality of box culverts are made to communicate with each other by the side wall opening 16 of each box culvert 10A to 10J and the opening 12 of the bottom wall 11, and adjacent box culverts are joined by fastening PC steel materials 18. To do.
【0009】[0009]
【作用】本発明の遊水池装置は、各ボックスカルバート
10A〜10J内の内部空間が、側面部の開口部16と
底壁部の開口部12を介して互いに連通することによっ
て、容積の大きい単一の地下貯水槽体を形成するもので
ある。In the water retaining device of the present invention, the internal spaces in the respective box culverts 10A to 10J communicate with each other through the side wall opening 16 and the bottom wall opening 12 to provide a large volume unit. It forms one underground water tank.
【0010】敷地の掘削地盤に上下2段構成に施工する
とき、底壁部11に開口部のないボックスカルバート群
10A〜10Eを前後複数列に設置する。次に、底壁部
11に開口部12のあるボックスカルバート群10F〜
10Jを、対応するボックスカルバート10A〜10E
の支柱14の上端部に、底壁部の凹部12をかみ合わせ
て積み上げる。When the excavated ground on the site is constructed in a two-tiered structure, box culvert groups 10A to 10E having no openings in the bottom wall portion 11 are installed in front and rear rows. Next, the box culvert group 10F having the opening 12 in the bottom wall 11
10J to the corresponding box culverts 10A to 10E
The recesses 12 in the bottom wall are intermeshed and stacked on the upper ends of the columns 14.
【0011】各段毎または各段毎と上下の段間で隣接の
ボックスカルバート同志をPC鋼材18の締着で接合一
体化し、最上段のボックスカルバート10F〜10Jの
蓋板15を載置固定する。最後に土砂を周囲に埋め戻
す。Adjacent box culverts are joined and integrated by fastening the PC steel 18 at each step or between each step and the upper and lower steps, and the cover plate 15 of the uppermost box culverts 10F to 10J is placed and fixed. . Finally, the earth and sand are backfilled.
【0012】[0012]
【実施例】図示の実施例では、ボックスカルバート10
A〜10Jは、内部に鉄筋を埋設してセメントコンクリ
ートで一体に成形され、長方形状の底壁部11には四隅
部に加えて前後の長辺中間部にも支柱14が立設されて
いる。これに対応して、ボックスカルバート群10F〜
10Jについては、凹部12は支柱14の真下位置に合
計6個設けられている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT In the illustrated embodiment, a box culvert 10
In A to 10J, reinforcing bars are embedded inside and integrally molded with cement concrete, and in addition to the four corners of the rectangular bottom wall 11, pillars 14 are erected on the front and rear long side middle portions. . Corresponding to this, the box culvert group 10F ~
As for 10J, a total of six recesses 12 are provided directly below the columns 14.
【0013】図4と図9に示したように、標準型の2種
類のボックスカルバート10Aと10Fでは、底壁部1
の上面側には支柱14が突設されているだけであり、各
支柱14,14間は全面開放された開口部16が形成さ
れている。ボックスカルバート10A,10Fには上壁
部はなく、上面部は全面開放されている。As shown in FIGS. 4 and 9, the standard wall culverts 10A and 10F of the two types have the bottom wall portion 1
The pillar 14 is only provided on the upper surface side of the above, and an opening 16 is formed between the pillars 14 and 14 with the entire surface open. The box culverts 10A and 10F have no upper wall portion, and the upper surface portion is entirely open.
【0014】これに対して、図3,図6,図8,図10
に示したように、貯水槽体の4隅部に配置される4種類
のボックスカルバート10B,10C,10G,10H
では、相交差する2側面部に外壁部17を設けてあり、
当該側面部にある支柱14,14間は全面閉鎖されてい
る。これらのボックスカルバートについても上壁部は存
在せず、上面部は全面開放されている。On the other hand, FIGS. 3, 6, 8 and 10
As shown in FIG. 4, four types of box culverts 10B, 10C, 10G, 10H arranged at the four corners of the water tank body
Then, the outer wall portion 17 is provided on the two side surface portions intersecting each other,
The entire space between the columns 14 on the side surface is closed. Also for these box culverts, there is no upper wall, and the upper surface is entirely open.
【0015】図5,図7,図11,図12に示したよう
に、貯水槽体の4隅部以外の外周部分に配置される4種
類のボックスカルバート10D,10E,10J,10
Iでは、長辺または短辺の一つの側面部に外壁部17を
設けてあり、当該側面部にある支柱14,14間は全面
閉鎖されている。これらのボックスカルバートについて
も上壁部は存在せず、上面部は全面開放されている。As shown in FIGS. 5, 7, 11, and 12, four types of box culverts 10D, 10E, 10J, 10 arranged on the outer peripheral portion of the water tank body other than the four corner portions.
In I, the outer wall portion 17 is provided on one side surface portion of the long side or the short side, and the columns 14 on the side surface portion are completely closed. Also for these box culverts, there is no upper wall, and the upper surface is entirely open.
【0016】PC鋼材18としては撚り鋼線や鋼棒など
が適宜選択して使用され、PC鋼材18の端末処理の手
段としては、受金19と楔体20と座板21などの公知
の手段を選択して用いることができる。PC鋼材18が
挿通される受孔22には、必要に応じてボックスカルバ
ートの成形時にシース管23を埋め殺して置くことがで
きる。PC鋼材18による各接合端面間にはパッキング
材や定型シール材を挟み込むことができる。As the PC steel material 18, a twisted steel wire, a steel rod or the like is appropriately selected and used, and as a means for terminal treatment of the PC steel material 18, known means such as a receiving plate 19, a wedge body 20 and a seat plate 21 are used. Can be selected and used. If necessary, the sheath tube 23 can be buried in the receiving hole 22 through which the PC steel material 18 is inserted when the box culvert is molded. A packing material or a standard sealing material can be sandwiched between the joint end surfaces of the PC steel material 18.
【0017】PC鋼材18による締着は、必要に応じて
底壁部11を通して前後水平方向と左右水平方向の一方
または双方で行なわれ、更に支柱14を通して垂直方向
に行なうこともできる。垂直方向の締着のために蓋板1
5には、支柱14の上端部が嵌め込まれる凹部24を縦
方向に貫通する受孔25を設けてある。この蓋板15同
志をPC鋼材18で前後左右方向に締着することもでき
る。Fastening with the PC steel material 18 can be carried out through the bottom wall portion 11 in one of the front-rear horizontal direction and the left-right horizontal direction, or both, and can also be carried out vertically through the columns 14. Cover plate 1 for vertical fastening
5 is provided with a receiving hole 25 that vertically penetrates the recess 24 into which the upper end of the column 14 is fitted. It is also possible to fasten the lid plates 15 to each other with the PC steel material 18 in the front-rear and left-right directions.
【0018】図1と図2に示したように、標準型のボッ
クスカルバート10A,10F以外のボックスカルバー
ト10B〜10Eとボックスカルバート10G〜10J
を、水平面内で適宜に180度転回して配置することに
よって、全外周面が外壁部17で囲まれた貯水槽体が形
成される。As shown in FIGS. 1 and 2, box culverts 10B to 10E and box culverts 10G to 10J other than the standard type box culverts 10A and 10F.
Is appropriately rotated 180 degrees in a horizontal plane to be arranged, whereby a water storage tank body whose entire outer peripheral surface is surrounded by the outer wall portion 17 is formed.
【0019】隣接配置した蓋板群14によって平坦状の
人工基盤が形成され、用途により適宜表面処理して野球
場、テニスコート、駐車場等が造成される。あるいは、
蓋板15の上面に所要厚さの土盛がなされ、広場や公
園、菜園などが造成される。A flat artificial substrate is formed by the cover plate groups 14 arranged adjacent to each other, and a baseball field, a tennis court, a parking lot, etc. are constructed by appropriately surface-treating it according to the purpose. Alternatively,
The required thickness of earth is placed on the upper surface of the cover plate 15 to form a plaza, a park, a vegetable garden, or the like.
【0020】なお、図示はしていないが、この遊水池装
置の上流側には敷地上面の降雨水を導入するための導水
口を設け、下流側には下水本管や河川へ排水するための
排水口を設ける。導水口は蓋板15に設け、排水口は外
壁部17または底壁部11に設けられる。この遊水池装
置には、揚水ポンプや排水ポンプを付設することができ
る。Although not shown, a water inlet for introducing rainwater on the upper surface of the site is provided on the upstream side of the reservoir device, and a drainage port for draining to the sewer main or river is provided on the downstream side. Provide a drainage port. The water guide port is provided in the lid plate 15, and the drain port is provided in the outer wall portion 17 or the bottom wall portion 11. A pumping pump and a drainage pump can be attached to this reservoir device.
【0021】側溝等の排水施設の処理能力を越えた降雨
があるとき、余剰の雨水は導水口から各ボックスカルバ
ート10A〜10Jの内部空間内に流れ込んで、一時貯
溜され、排水口に導かれて順次排出される。上記実施例
では、ボックスカルバート10A〜10Jを上下2段に
積み重ねたが、3段以上積み重ねることもできる。ても
よい。When there is rainfall exceeding the treatment capacity of drainage facilities such as gutters, excess rainwater flows into the internal space of each box culvert 10A to 10J from the water inlet and is temporarily stored and guided to the water outlet. It is discharged sequentially. In the above embodiment, the box culverts 10A to 10J are stacked in two upper and lower stages, but they may be stacked in three or more stages. May be.
【0022】[0022]
【発明の効果】以上のように本発明の遊水池装置では、
最下段以外のボックスカルバートの底壁部に開口部を設
けたので、上下段のボックスカルバートの底壁部と上壁
部が2重に重なり合った従来の遊水池装置と比較して、
内容積が増加することになり、全体としての最大有効貯
水量が増大する。As described above, in the reservoir device according to the present invention,
Since the opening was provided in the bottom wall of the box culverts other than the bottom, compared to the conventional reservoir device in which the bottom wall and the top wall of the upper and lower box culverts overlap each other,
The internal volume will increase, and the total maximum effective water storage will increase.
【0023】更に本発明の遊水池装置では、最下段以外
のボックスカルバートの底壁部に凹部を設け、下段側の
ボックスカルバートの支柱の上端部を該凹部にかみ合わ
せるので、組立の際の横滑りを的確に防止できる。Further, in the water retention device of the present invention, a recess is provided in the bottom wall portion of the box culvert other than the lowermost stage, and the upper ends of the columns of the box culvert on the lower stage are engaged with the recesses, so skidding during assembly Can be accurately prevented.
【0024】更に本発明の遊水池装置では、前後左右ま
たは上下に隣接するボックスカルバート同志をPC鋼材
で締着したので、装置全体が堅固に一体化され、土砂埋
め戻しの際や供用後にボックスカルバートの位置ずれが
発生することがない。Further, in the water reservoir device of the present invention, since the box culverts which are adjacent to each other in the front, rear, left, right and up and down directions are fastened with the PC steel material, the whole device is firmly integrated, and the box culvert is backfilled with earth and sand or after the service. There will be no misalignment.
【0025】更に本発明の遊水池装置では、ボックスカ
ルバートの基本形態は底壁部の四隅に支柱を立設したも
のであり、装置内部には壁部分がないために軽量化さ
れ、施工性の向上が図れる。Further, in the water retention device of the present invention, the basic form of the box culvert is that the columns are erected at the four corners of the bottom wall, and since there are no wall parts inside the device, the weight is reduced and the workability is improved. Can be improved.
【図1】本発明の一実施例に係る遊水池装置の左半部分
を切り欠いて示した平面図である。FIG. 1 is a plan view showing a left half portion of a water retention device according to an embodiment of the present invention with a cutout.
【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along the line AA of FIG.
【図3】該遊水池装置に用いたボックスカルバートの斜
視図である。FIG. 3 is a perspective view of a box culvert used in the reservoir device.
【図4】該遊水池装置に用いた別のボックスカルバート
の斜視図である。FIG. 4 is a perspective view of another box culvert used in the reservoir device.
【図5】該遊水池装置に用いた更に別のボックスカルバ
ートの斜視図である。FIG. 5 is a perspective view of still another box culvert used in the reservoir device.
【図6】該遊水池装置に用いた他のボックスカルバート
の斜視図である。FIG. 6 is a perspective view of another box culvert used in the reservoir device.
【図7】該遊水池装置に用いた更に他のボックスカルバ
ートの斜視図である。FIG. 7 is a perspective view of still another box culvert used in the water reservoir device.
【図8】該遊水池装置に用いた別のボックスカルバート
の斜視図である。FIG. 8 is a perspective view of another box culvert used in the reservoir device.
【図9】該遊水池装置に用いた更に別のボックスカルバ
ートの斜視図である。FIG. 9 is a perspective view of still another box culvert used in the water reservoir device.
【図10】該遊水池装置に用いた他のボックスカルバー
トの斜視図である。FIG. 10 is a perspective view of another box culvert used in the reservoir device.
【図11】該遊水池装置に用いた更に他のボックスカル
バートの斜視図である。FIG. 11 is a perspective view of still another box culvert used in the water reservoir device.
【図12】該遊水池装置に用いた別のボックスカルバー
トの斜視図である。FIG. 12 is a perspective view of another box culvert used in the water reservoir device.
【図13】該遊水池装置に用いた蓋板の斜視図である。FIG. 13 is a perspective view of a cover plate used in the water reservoir device.
【図14】該遊水池装置のPC鋼材による接合部分の断
面図である。FIG. 14 is a cross-sectional view of a joint portion made of PC steel material of the water reservoir device.
10A ボックスカルバート 10B ボックスカルバート 10C ボックスカルバート 10D ボックスカルバート 10E ボックスカルバート 10F ボックスカルバート 10G ボックスカルバート 10H ボックスカルバート 10I ボックスカルバート 10J ボックスカルバート 11 底壁部 12 底壁部の開口部 13 底壁部の凹部 14 支柱 15 蓋板 16 側面部の開口部 17 外壁部 18 PC鋼材 10A Box Culvert 10B Box Culvert 10C Box Culvert 10D Box Culvert 10E Box Culvert 10F Box Culvert 10G Box Culvert 10H Box Culvert 10I Box Culvert 10J Box Culvert 11 Bottom Wall 12 Bottom Wall Opening 13 Bottom Wall Recess 14 Strut 15 Cover plate 16 Side opening 17 Outer wall 18 PC steel
Claims (1)
設し、底壁部11に開口部のないボックスカルバート1
0A,10B,10C,10D,10Eを最下段に前後
左右に複数列に配置する一方、底壁部11の四隅部上面
に支柱14を立設し、底壁部11の四隅部下面に凹部1
3を設け、底壁部11に支柱14と縁枠部を残して開口
部12を設けたボックスカルバート10F,10G,1
0H,10I,10Jを最下段以外に前後左右に複数列
に配置し、下段側のボックスカルバート群の支柱14の
上端部を上段側のボックスカルバート群の底壁部11の
凹部13にかみ合わせて複数個のボックスカルバートを
上下複数段に積み重ね、最上段のボックスカルバート群
10F〜10Jの上部間に蓋板15を設け、各ボックス
カルバート10A〜10Jの側面部の開口部16と底壁
部11の開口部12によって複数個のボックスカルバー
トの内部空間を互いに連通させ、隣接のボックスカルバ
ート同志をPC鋼材18の締着によって接合した遊水池
装置。1. A box culvert 1 in which columns 14 are erected on the upper surfaces of the four corners of the bottom wall 11 and the bottom wall 11 has no opening.
0A, 10B, 10C, 10D, and 10E are arranged in a plurality of rows in the front, rear, left, and right at the bottom, while pillars 14 are erected on the upper surfaces of the four corners of the bottom wall 11, and the recesses 1 are formed on the lower surfaces of the four corners of the bottom wall 11.
Box culverts 10F, 10G, 1 in which the opening 3 is provided in the bottom wall 11 with the support 14 and the edge frame part left.
OH, 10I, and 10J are arranged in multiple rows in the front, rear, left, and right in addition to the bottom row, and the upper ends of the columns 14 of the lower box culvert group are engaged with the recesses 13 of the bottom wall portion 11 of the upper box culvert group to form a plurality. Individual box culverts are stacked in a plurality of upper and lower stages, a lid plate 15 is provided between the uppermost box culvert groups 10F to 10J, and the side wall openings 16 and the bottom wall 11 of each box culvert 10A to 10J are opened. A water reservoir device in which the internal spaces of a plurality of box culverts are communicated with each other by a section 12 and adjacent box culverts are joined together by fastening PC steel materials 18.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4105824A JPH0723623B2 (en) | 1992-03-31 | 1992-03-31 | Reservoir device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4105824A JPH0723623B2 (en) | 1992-03-31 | 1992-03-31 | Reservoir device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05280085A JPH05280085A (en) | 1993-10-26 |
| JPH0723623B2 true JPH0723623B2 (en) | 1995-03-15 |
Family
ID=14417816
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4105824A Expired - Lifetime JPH0723623B2 (en) | 1992-03-31 | 1992-03-31 | Reservoir device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0723623B2 (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07207742A (en) * | 1994-01-25 | 1995-08-08 | Chiba Yogyo Kk | Concrete block for constructing underground water storage tank and construction method therefor |
| JP5938233B2 (en) * | 2011-03-01 | 2016-06-22 | 株式会社ホクコン | L-shaped member for water tank configuration, frame structure in water tank, and water tank |
| US11952767B2 (en) | 2016-09-13 | 2024-04-09 | Bio Clean Environmental Services, Inc. | Underground storage system with V shaped support legs |
| US9732508B1 (en) | 2016-04-21 | 2017-08-15 | Bio Clean Environmental Services, Inc. | Hexagonal module and assembly for storage of water underground |
| US10151096B2 (en) | 2016-04-21 | 2018-12-11 | Bio Clean Environmental Services, Inc. | Tessellation square module and underground storage system |
| US11220815B2 (en) | 2016-04-21 | 2022-01-11 | Bio Clean Environmental Services, Inc. | Underground storage system with V shaped support legs |
| US10151083B2 (en) | 2016-04-21 | 2018-12-11 | Bio Clean Environmental Services, Inc. | Honeycomb module and underground storage system |
| JP6224181B1 (en) * | 2016-07-12 | 2017-11-01 | 旭コンクリート工業株式会社 | Underground water storage facility |
-
1992
- 1992-03-31 JP JP4105824A patent/JPH0723623B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05280085A (en) | 1993-10-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3814689B2 (en) | Rainwater storage device | |
| US11802389B2 (en) | Ecological seawall water close side embankment slope drainage structure and construction method thereof | |
| KR100485742B1 (en) | Water-storage tank | |
| JPH0587005U (en) | Drainage / water retention device | |
| JP2003201722A (en) | A facility for storing and / or infiltrating rainwater, etc., and a filling member used for this facility | |
| JPH0723623B2 (en) | Reservoir device | |
| KR20110055848A (en) | Structure of Precast Concrete Reservoir | |
| EP1469133B1 (en) | Apparatus and system for through flow of a fluid | |
| JPH0426648B2 (en) | ||
| JP2004019122A (en) | Facility for storing and / or infiltrating rainwater, etc. and filling material used for this facility | |
| KR101388870B1 (en) | Rainwater storaging facility and method for building the facility | |
| US20100296871A1 (en) | Trench for storing and/or seeping/retaining surface water | |
| JP2000309958A (en) | Underground water storage tank and its formation | |
| JPH0234306Y2 (en) | ||
| JPS6335092Y2 (en) | ||
| JPH018619Y2 (en) | ||
| JP2632661B2 (en) | Underground Reservoir Structure | |
| JP2887087B2 (en) | Construction method of rainwater regulating pond | |
| KR200299545Y1 (en) | Mounting structure of concrete reinforcement block of reinforcement soil section for road | |
| JP2539758B2 (en) | Rainwater storage. Penetration method | |
| JPH0730755Y2 (en) | Retaining wall block | |
| JP2516306B2 (en) | Underground water tank | |
| JPH089877B2 (en) | Underground water tank and its construction method | |
| JP3115560B2 (en) | Planting blocks | |
| JP3057013U (en) | Concrete block for draining water from ground slope |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090315 Year of fee payment: 14 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090315 Year of fee payment: 14 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100315 Year of fee payment: 15 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110315 Year of fee payment: 16 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110315 Year of fee payment: 16 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120315 Year of fee payment: 17 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130315 Year of fee payment: 18 |
|
| EXPY | Cancellation because of completion of term | ||
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130315 Year of fee payment: 18 |