JP2000073418A - Filling member for underground water storage tank - Google Patents
Filling member for underground water storage tankInfo
- Publication number
- JP2000073418A JP2000073418A JP10260999A JP26099998A JP2000073418A JP 2000073418 A JP2000073418 A JP 2000073418A JP 10260999 A JP10260999 A JP 10260999A JP 26099998 A JP26099998 A JP 26099998A JP 2000073418 A JP2000073418 A JP 2000073418A
- Authority
- JP
- Japan
- Prior art keywords
- filling member
- water storage
- cylindrical
- underground water
- horizontal
- 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.)
- Granted
Links
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
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、地中の水溜め空間
に多数の筒状体を充填して、雨水を貯留したり、雨水を
一旦溜めてゆっくりと地中に浸透させたりまたは河川等
に放流するような地下貯水槽を形成するための充填部材
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground water storage space filled with a large number of tubular bodies to store rainwater, to temporarily store rainwater and slowly penetrate the ground, The present invention relates to a filling member for forming an underground water tank to be discharged into a tank.
【0002】[0002]
【従来の技術】地中の水溜め空間に多数の積み上げ部材
などを水平方向に並べかつ垂直方向に段積みした充填部
材で地下貯水槽を形成する技術は知られている。この地
下貯水槽は、都市の公園,広場,歩道等の地下に埋設さ
れ、主として雨水を貯留するのに使用される。大雨の時
などに、雨水を地下貯水槽で一旦貯留すれば、一度に河
川に流れ込む水量が減少するので、河川の水位が急激に
上昇することを抑制することができる。また、地下貯水
槽に貯留した雨水は、公園緑地などへの灌水,グランド
などへの散水,消防用水,非常時の生活用水等に使用す
ることも可能である。2. Description of the Related Art It is known to form an underground water tank with a filling member in which a number of stacking members and the like are arranged in a horizontal direction in a water storage space underground and vertically stacked. The underground water storage tank is buried underground in a city park, a plaza, a sidewalk, or the like, and is mainly used for storing rainwater. If rainwater is once stored in an underground water storage tank at the time of heavy rain or the like, the amount of water flowing into the river at a time decreases, so that a rapid rise in the water level of the river can be suppressed. The rainwater stored in the underground water storage tank can be used for irrigation of parks and green spaces, watering of grounds, firefighting water, emergency living water, and the like.
【0003】コンクリート製のタンクや池などと比べ
て、充填部材により形成される地下貯水槽は、施工が簡
単で工期も短くその費用も安価であり、特に耐震性に優
れている。さらに、地下貯水槽の上部は、土を埋め戻す
のでそのまま公園等として有効利用することができる。
地下貯水槽用の充填部材としては、箱体を積み上げてい
く技術がすでに提案されている。[0003] Compared with concrete tanks and ponds, underground water storage tanks formed by filling members are simple to construct, have a short construction period, are inexpensive, and are particularly excellent in earthquake resistance. Furthermore, since the upper part of the underground water tank is backfilled with soil, it can be effectively used as it is as a park.
As a filling member for an underground water storage tank, a technique of stacking boxes has already been proposed.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、この従
来の充填部材では、積み上げられる箱体の側壁が傾斜し
ているので、地下貯水槽の上部にかかる下向き荷重に対
して箱体が座屈を起こしやすい。その結果、箱体が次第
に変形して地盤沈下を引き起こす恐れがあった。However, in this conventional filling member, since the side walls of the stacked boxes are inclined, the boxes are buckled by a downward load applied to the upper part of the underground water storage tank. Cheap. As a result, there is a fear that the box body is gradually deformed to cause land subsidence.
【0005】そこで、本出願人は、特開平10−776
66号公報で、本発明の関連技術として地下貯水槽用の
積み上げ部材を提案している。この積み上げ部材は、一
対の分割体を向き合わせ突き合わせることにより多角筒
状体になるようにしている。この関連技術によれば、地
下貯水槽の施工現場で積み上げ部材を多角筒状体に組み
立てることができ、かさばらない形にして搬送,保管の
利便性を図っているが、さらなる技術の改良が求められ
ていた。Accordingly, the present applicant has disclosed in Japanese Patent Application Laid-Open No. H10-776.
No. 66 proposes a stacking member for an underground water storage tank as a related technique of the present invention. The stacking member is formed into a polygonal cylindrical body by facing and butting a pair of divided bodies. According to this related technology, it is possible to assemble the stacked members into a polygonal cylindrical body at the construction site of the underground water storage tank, and to improve the convenience of transportation and storage in a bulky shape, but further improvement of technology is required. Had been.
【0006】本発明は、このような課題を解決するため
になされたもので、搬送時,保管時には筒状体を折りた
たんでコンパクトにでき、施工現場では、これをワンタ
ッチで筒状にし複数の筒状体どうしを水平,垂直の両方
向に関して連結してブロック状に配設することができる
地下貯水槽用の充填部材を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve such a problem, and can be compacted by folding a tubular body during transportation and storage. It is an object of the present invention to provide a filling member for an underground water storage tank in which shapes can be connected in both horizontal and vertical directions and arranged in a block shape.
【0007】[0007]
【課題を解決するための手段】上述の目的を達成するた
め、本発明にかかる地下貯水槽用の充填部材は、地中の
水溜め空間に複数の筒状体を水平,垂直の両方向にブロ
ック状に配設して充填することにより地下貯水槽を形成
するための充填部材であって、少なくとも四枚のパネル
をヒンジ部で接合して折りたたみ可能にするとともに前
記パネルが垂直方向に配置される前記筒状体と、複数の
この筒状体がブロック状に配設されたとき少なくとも最
上段のこの筒状体の上端面に配設されてこの複数の筒状
体どうしを水平方向に関して連結する連結板とを備え、
水平方向に並んで隣り合う前記筒状体どうしは水平方向
連結手段により連結され、垂直方向に段積みされ上下隣
り合う前記筒状体どうしは垂直方向連結手段により連結
されている。In order to achieve the above-mentioned object, a filling member for an underground water storage tank according to the present invention comprises a plurality of cylindrical bodies which are blocked in both horizontal and vertical directions in an underground water storage space. A filling member for forming an underground water tank by arranging and filling in a shape, wherein at least four panels are joined at a hinge portion so as to be foldable and the panels are arranged in a vertical direction When the cylindrical body and the plurality of cylindrical bodies are arranged in a block shape, the plurality of cylindrical bodies are arranged at least on an upper end surface of the uppermost cylindrical body and connect the plurality of cylindrical bodies in a horizontal direction. With a connecting plate,
The tubular bodies that are adjacent to each other in the horizontal direction are connected by horizontal connecting means, and the tubular bodies that are vertically stacked and vertically adjacent to each other are connected by the vertical connecting means.
【0008】前記筒状体は、折りたたまれた状態の複数
の前記パネルを前記ヒンジ部を介して広げると、隣り合
う前記パネルにそれぞれ形成された当接部どうしが当接
して所定の筒状をなすのが好ましい。[0008] When the plurality of panels in the folded state are spread through the hinges, the abutting portions formed on the adjacent panels come into contact with each other to form a predetermined tubular shape. Eggplant is preferred.
【0009】一つの好ましい実施態様として、前記水平
方向連結手段および前記垂直方向連結手段は、前記連結
板と、前記筒状体の前記上端面および下端面にそれぞれ
形成された連結用の係合部とにより構成され、前記連結
板の上面側に形成された連結用の上面側被係合部と前記
筒状体の前記下端面側の前記係合部とを係合させ、前記
連結板の下面側に形成された連結用の下面側被係合部と
前記筒状体の前記上端面側の前記係合部とを係合させる
ことにより、前記連結板を介して前記複数の筒状体どう
しを水平方向に関して連結するとともに、垂直方向に段
積みされ上下隣り合う前記筒状体どうしを前記連結板を
介して垂直方向に関して連結している。In a preferred embodiment, the horizontal connecting means and the vertical connecting means comprise a connecting plate and connecting engagement portions formed on the upper end face and the lower end face of the tubular body, respectively. And the upper surface side engaged portion for connection formed on the upper surface side of the connection plate and the engagement portion on the lower end surface side of the tubular body are engaged with each other, and the lower surface of the connection plate The plurality of cylindrical bodies are connected to each other through the connecting plate by engaging the lower surface side engaged part for connection formed on the side with the engaging part on the upper end surface side of the cylindrical body. Are connected in the horizontal direction, and the cylindrical bodies that are vertically stacked and vertically adjacent to each other are connected in the vertical direction via the connection plate.
【0010】他の好ましい実施態様として、前記水平方
向連結手段は、前記筒状体の上端部および下端部の少な
くとも一方の端部から水平方向外方に突出した突出片に
形成された水平方向連結用の係合部および被係合部によ
り構成され、水平方向に並んで隣り合う一方の前記筒状
体の前記水平方向連結用係合部と他方の前記筒状体の前
記水平方向連結用被係合部とを係合させることにより、
前記複数の筒状体どうしを水平方向に関して直接連結
し、前記垂直方向連結手段は、前記筒状体の前記上端面
および下端面にそれぞれ形成された垂直方向連結用の係
合部および被係合部により構成され、垂直方向に段積み
され上下隣り合う前記筒状体のうち下方の前記筒状体の
前記上端面に形成された前記垂直方向連結用係合部と、
上方の前記筒状体の前記下端面に形成された前記垂直方
向連結用被係合部とを係合させることにより、上下隣り
合う前記筒状体どうしを垂直方向に関して直接連結して
いる。In another preferred embodiment, the horizontal connecting means includes a horizontal connecting member formed on a projecting piece protruding outward in the horizontal direction from at least one of an upper end and a lower end of the cylindrical body. , And the horizontal connection coupling portion of one of the tubular bodies and the horizontal connection cover of the other tubular body are arranged side by side in the horizontal direction. By engaging the engaging portion,
The plurality of cylindrical bodies are directly connected to each other in the horizontal direction, and the vertical connecting means includes an engaging portion for vertical connection formed on the upper end surface and a lower end surface of the cylindrical body, and an engaged portion. The vertical connecting member formed on the upper end surface of the lower cylindrical body among the cylindrical bodies vertically stacked and vertically stacked, and
The upper and lower adjacent tubular bodies are directly connected in the vertical direction by engaging with the vertical connection engaging portions formed on the lower end surface of the upper tubular body.
【0011】なお、これらの場合において、前記パネル
の外面側は凹凸の少ないほぼ平面状をなしているのが好
ましい。In these cases, it is preferable that the outer surface side of the panel is substantially flat with little unevenness.
【0012】[0012]
【発明の実施の形態】本発明における充填部材は、地中
の水溜め空間に多数の筒状体を充填して地下貯水槽を形
成するのに使用される。この地下貯水槽で、雨水を貯留
したり、雨水を一旦溜めてゆっくりと地中に浸透させた
りまたは河川等に放流することができるようにしてい
る。地下貯水槽は、雨水の貯留のみに使用する場合には
遮断用シート等で囲って密閉構造にするが、雨水を地中
に浸透させたりまたは河川等に放流するのに使用する場
合には、たとえば、地下貯水槽の側壁のみに遮断用シー
トを設け、天井部と底部は雨水が通過できる非密閉構造
にする。この非密閉構造の地下貯水槽では、オーバーフ
ロー用の一つの流出管を設け、この流出管から流出した
雨水を地中に浸透させるようにしてもよいが、流出管を
二つ設けて、一方の流出管から流出した雨水は地中に浸
透させ、他方の流出管から流出した雨水は河川に放流す
るようにしてもよい。下記の実施形態では、密閉構造の
地下貯水槽の一例を示している。BEST MODE FOR CARRYING OUT THE INVENTION The filling member according to the present invention is used for filling an underground water storage space with a large number of cylindrical bodies to form an underground water storage tank. In this underground water storage tank, rainwater can be stored, rainwater can be temporarily stored and slowly penetrated into the ground, or can be discharged to a river or the like. If the underground water tank is used only for storing rainwater, it is enclosed with a sheet for blocking etc. to make it a closed structure, but if it is used to infiltrate rainwater into the ground or discharge it to rivers, etc. For example, a blocking sheet is provided only on the side wall of the underground water storage tank, and the ceiling and the bottom have an unsealed structure through which rainwater can pass. In this unsealed underground water storage tank, one overflow pipe for overflow may be provided, and rainwater flowing out of this overflow pipe may be permeated into the ground. The rainwater flowing out of the outflow pipe may permeate into the ground, and the rainwater flowing out of the other outflow pipe may be discharged to a river. In the following embodiment, an example of an underground water storage tank having a closed structure is shown.
【0013】以下、本発明における地下貯水槽用の充填
部材の実施形態の一例を、図1ないし図19を参照して
説明する。図1は充填部材を充填する施工工事の途中の
状態を示す概略縦断面図、図2は施工工事が完了した地
下貯水槽の概略縦断面図である。An embodiment of a filling member for an underground water storage tank according to the present invention will be described below with reference to FIGS. FIG. 1 is a schematic longitudinal sectional view showing a state in the middle of construction work for filling a filling member, and FIG. 2 is a schematic longitudinal sectional view of an underground water storage tank in which construction work is completed.
【0014】図1および図2に示すように、充填部材1
は地下貯水槽4を形成するためのものである。地下貯水
槽4は、地面2を堀り下げることによって地中に形成さ
れた水溜め空間3に、充填部材1の複数の筒状体12を
水平,垂直の両方向にブロック状に配設して充填するこ
とにより形成される。充填部材1の周囲は、通水性を有
しない遮断用シート5により被覆されている。遮断用シ
ート5の材質としては、エチレン−プロピレン−ゴム
(EPDM)などの耐老化性,耐酸化性,耐水性に優れ
たゴムが好ましいが、ポリエチレン,ポリ塩化ビニル等
の合成樹脂であってもよい。遮断用シート5は、ブロッ
ク状をなす充填部材1の周囲全体を被覆するように所定
の形状に予め形成されている。As shown in FIG. 1 and FIG.
Is for forming the underground water storage tank 4. The underground water storage tank 4 has a plurality of cylindrical bodies 12 of the filling member 1 arranged in blocks in both horizontal and vertical directions in a water storage space 3 formed in the ground by digging the ground 2. It is formed by filling. The periphery of the filling member 1 is covered with a blocking sheet 5 having no water permeability. As a material of the shielding sheet 5, rubber having excellent aging resistance, oxidation resistance, and water resistance such as ethylene-propylene-rubber (EPDM) is preferable, but synthetic resin such as polyethylene and polyvinyl chloride is also used. Good. The blocking sheet 5 is formed in a predetermined shape in advance so as to cover the entire periphery of the block-shaped filling member 1.
【0015】水溜め空間3の底面6は、砕石の上に砂を
敷き、砂の層の上に合成樹脂製の板材7等を敷きつめる
ことにより、凸凹のない平滑な面になっている。これら
砕石や砂は、透水材としての機能および緩衝材としての
機能も発揮している。底面6上に遮断用シート5を介し
て充填部材1が装填されている。充填部材1は、多数の
筒状体12(12a,12b,12cを含む)等を水平
に並べかつ上下に段積みして構成される集合体である。
充填部材1は、合成樹脂製の骨格構造体をなしており、
個々の筒状体12自体の内部が水溜め用の空隙になって
おり、これら筒状体12の空隙が互いに連通して、充填
部材1の内部に全体として大きな空隙部が形成されてい
る。The bottom surface 6 of the water storage space 3 is a smooth surface without unevenness by laying sand on crushed stone and laying a synthetic resin plate 7 or the like on the sand layer. These crushed stones and sand also exhibit a function as a water permeable material and a function as a buffer material. The filling member 1 is loaded on the bottom surface 6 via the blocking sheet 5. The filling member 1 is an assembly formed by arranging a large number of tubular bodies 12 (including 12a, 12b, 12c) and the like horizontally and stacking them vertically.
The filling member 1 has a skeletal structure made of synthetic resin.
The inside of each of the cylindrical bodies 12 itself is a space for a water reservoir, and the spaces of these cylindrical bodies 12 communicate with each other to form a large space inside the filling member 1 as a whole.
【0016】地下貯水槽4の上部には、充填部材1内の
空隙部に連通する点検口8が取付けられており、地下貯
水槽4の側面側には、雨水などの供給,排水を行うため
の供給口9a,排出口9bが設けられている。なお、供
給口9a,排出口9bは、地下貯水槽4の上面側や下面
側などに設けられていてもよい。この地下貯水槽4を用
いて、たとえば、建物の屋根で集められた雨水を、供給
口9aから充填部材1の空隙部に導入して貯水するとと
もに、排出口9bから排水することができる。In the upper part of the underground water storage tank 4, an inspection port 8 communicating with the gap in the filling member 1 is attached. On the side of the underground water storage tank 4, supply and drainage of rainwater and the like are performed. Supply port 9a and discharge port 9b. The supply port 9a and the discharge port 9b may be provided on the upper surface side or the lower surface side of the underground water storage tank 4. Using this underground water storage tank 4, for example, rainwater collected on the roof of a building can be introduced into the gap of the filling member 1 from the supply port 9a to store water, and can be drained from the discharge port 9b.
【0017】次に、充填部材1について詳細に説明す
る。 (第1の実施形態)図3ないし図8は充填部材の第1の
実施形態を示す図で、図3はパネルの斜視図、図4は筒
状体の斜視図、図5は筒状体を折りたたんだ状態を示す
斜視図である。図6(A)は標準的な連結板の平面図、
図6(B)は図6(A)のB−B線断面図、図6(C)
は周辺部用の連結板の平面図、図6(D)は周辺部用の
他の連結板の平面図である。図7は充填部材を設置する
場合の設置方法を示す斜視図、図8は充填部材を設置し
ている状態を示す平面図である。Next, the filling member 1 will be described in detail. (First Embodiment) FIGS. 3 to 8 show a first embodiment of a filling member. FIG. 3 is a perspective view of a panel, FIG. 4 is a perspective view of a tubular body, and FIG. 5 is a tubular body. It is a perspective view which shows the state which folded. FIG. 6A is a plan view of a standard connecting plate,
FIG. 6B is a sectional view taken along line BB of FIG. 6A, and FIG.
FIG. 6D is a plan view of a connecting plate for a peripheral portion, and FIG. 6D is a plan view of another connecting plate for a peripheral portion. FIG. 7 is a perspective view showing an installation method when the filling member is installed, and FIG. 8 is a plan view showing a state where the filling member is installed.
【0018】図3ないし図8に示すように、充填部材1
は、複数の筒状体12と連結板14,14a,14bと
を備えている。筒状体12は、少なくとも四枚のパネル
10をヒンジ部11で接合して折りたたみ可能にすると
ともにパネル10が垂直方向に配置されている。連結板
14,14a,14bは、複数の筒状体12がブロック
状に配設されたとき、少なくとも最上段の筒状体12の
上端面13に配設されてこの複数の筒状体12どうしを
水平方向に関して連結している。As shown in FIG. 3 to FIG.
Has a plurality of cylindrical bodies 12 and connecting plates 14, 14a, 14b. The tubular body 12 has at least four panels 10 joined by hinges 11 so as to be foldable, and the panels 10 are arranged vertically. When the plurality of tubular bodies 12 are arranged in a block shape, the connecting plates 14, 14a, and 14b are arranged at least on the upper end surface 13 of the uppermost tubular body 12, and are connected to each other. Are connected in the horizontal direction.
【0019】水平方向に並んで隣り合う筒状体12どう
しは水平方向連結手段15により連結され、垂直方向に
段積みされ上下隣り合う筒状体12どうしは垂直方向連
結手段16により連結されている。筒状体12は、図5
に示すように折りたたまれた状態の複数(本実施形態で
は、四枚)のパネル10をヒンジ部11を介して広げる
と、隣り合うパネル10にそれぞれ形成された当接部1
7,17どうしが当接して、所定形状(本実施形態で
は、上下方向から見て正方形)の筒状をなす。The cylindrical bodies 12 that are adjacent to each other in the horizontal direction are connected by a horizontal connecting means 15, and the cylindrical bodies 12 which are vertically stacked and vertically adjacent are connected by a vertical connecting means 16. . As shown in FIG.
When a plurality of (four in the present embodiment) panels 10 in a folded state are spread through hinge portions 11, as shown in FIG.
The members 7 and 17 come into contact with each other to form a cylindrical shape having a predetermined shape (in this embodiment, a square when viewed from above and below).
【0020】水平方向連結手段15および垂直方向連結
手段16は、連結板14,14a,14bと、筒状体1
2の上端面13および下端面18にそれぞれ形成された
連結用の係合部19とにより構成されている。連結板1
4,14a,14bの上面側には連結用の上面側被係合
部20が形成され、下面側には連結用の下面側被係合部
21が形成されている。連結手段15,16は、連結板
14,14a,14bの上面側被係合部20と、筒状体
12の下端面18側の係合部19とを係合させ、連結板
14,14a,14bの下面側被係合部21と、筒状体
12の上端面13側の係合部19とを係合させている。The horizontal connecting means 15 and the vertical connecting means 16 include connecting plates 14, 14a, 14b and
2 are formed on the upper end surface 13 and the lower end surface 18, respectively. Connecting plate 1
Upper surface side engaged portions 20 for connection are formed on the upper surface side of 4, 14a, 14b, and lower surface side engaged portions 21 for connection are formed on the lower surface side. The connecting means 15 and 16 engage the upper-side engaged portion 20 of the connecting plates 14, 14 a and 14 b with the engaging portion 19 on the lower end surface 18 side of the tubular body 12, and connect the connecting plates 14, 14 a and 14 b. The engaged portion 21 on the lower surface side of 14b is engaged with the engaging portion 19 on the upper end surface 13 side of the tubular body 12.
【0021】本実施形態では、連結板14,14a,1
4bに形成された突起部20,21が被係合部であり、
突起部20,21に係合する貫通孔19が筒状体12の
係合部である場合を示しているが、連結板に被係合部と
して貫通孔を形成し、筒状体12にこの貫通孔と係合す
る係合部として突起部を形成してもよい。本実施形態で
は、連結板14,14a,14bと筒状体12の貫通孔
19が、水平方向連結手段15と垂直方向連結手段16
の両方の機能を兼ねている。In the present embodiment, the connecting plates 14, 14a, 1
The projections 20 and 21 formed on 4b are engaged parts,
Although the through hole 19 that engages with the protrusions 20 and 21 is an engaging portion of the tubular body 12, a through hole is formed as an engaged portion in the connecting plate, and the through hole 19 is formed in the tubular body 12. A projection may be formed as an engagement portion that engages with the through hole. In the present embodiment, the connecting plates 14, 14 a, 14 b and the through holes 19 of the tubular body 12 are formed by the horizontal connecting means 15 and the vertical connecting means 16.
It has both functions.
【0022】パネル10,連結板14,14a,14b
は、ポリプロピレン,ポリエチレン,アクリロニトリル
−ブタジエン−スチレン共重合体(ABS),ポリ塩化
ビニル,繊維強化プラスチック(FRP)等の硬質の合
成樹脂を材料として、射出成形などにより一体的に成形
されている。これらの材料のなかでポリプロピレンなど
は、低発泡体として成形すれば成形体の厚みを厚くでき
るので、剛性を高めることができる点で好ましい。Panel 10, connecting plates 14, 14a, 14b
Is integrally formed by injection molding or the like using a hard synthetic resin such as polypropylene, polyethylene, acrylonitrile-butadiene-styrene copolymer (ABS), polyvinyl chloride, and fiber reinforced plastic (FRP) as a material. Among these materials, polypropylene and the like are preferable in that they can be formed into a low-foamed body because the thickness of the formed body can be increased, and the rigidity can be increased.
【0023】四枚のパネル10により一つの筒状体12
が構成されており、各パネル10は、全体がほぼ矩形状
をなし凹凸の多い形状になっている。四枚のパネル10
は同一形状を有しており、隣り合うパネル10を交互に
上下逆転した姿勢にし、ヒンジ部11で互いに接合する
ことにより筒状体12が構成される。このように接合す
れば、一種類のパネル10の組み合わせで筒状体12を
構成することができるので、パネル10の製造用の金型
が一種類ですむことになり、製造工程が簡単で製造コス
トを低減することができる。One cylindrical body 12 is formed by four panels 10.
Each panel 10 has a substantially rectangular shape as a whole and has a shape with many irregularities. Four panels 10
Have the same shape, and the adjacent panels 10 are alternately turned upside down, and are joined to each other by hinges 11 to form a tubular body 12. By joining in this way, the cylindrical body 12 can be constituted by a combination of one type of panel 10, so that only one type of die for manufacturing the panel 10 is required, and the manufacturing process is simple and the manufacturing is simple. Cost can be reduced.
【0024】パネル10において、当接部17は、上端
面13と下端面18の側部外方にそれぞれ突出形成され
ている。パネル10の両側には、円筒状の複数のピン支
持部22が一体的に取付けられており、ピン支持部22
にはピン23が装着される。ピン23の先端部24は先
割れ構造でかつ鉤状になっているので、ピン23をピン
支持部22に装着すれば、先端部24が広がってピン支
持部22に係止されるので、ピン23が抜け落ちること
はない。隣り合うパネル10を互いに上下逆方向にして
接合すれば、複数(ここでは、三つ)のピン支持部22
が連なって一つのピン23に係合するようになってい
る。ピン支持部22とピン23によりヒンジ部11が構
成されている。In the panel 10, the abutting portions 17 are formed so as to protrude outwardly from the side portions of the upper end face 13 and the lower end face 18, respectively. A plurality of cylindrical pin supports 22 are integrally attached to both sides of the panel 10.
Is mounted with a pin 23. Since the tip portion 24 of the pin 23 has a cracked structure and has a hook shape, if the pin 23 is mounted on the pin support portion 22, the tip portion 24 spreads and is locked by the pin support portion 22. 23 does not fall off. If the adjacent panels 10 are joined in the upside down direction, a plurality of (three in this case) pin support portions 22
Are successively engaged with one pin 23. The hinge 11 is constituted by the pin support 22 and the pin 23.
【0025】パネル10に複数の窓35を形成すること
により、筒状体12の軽量化を図り、窓35は水の連通
路にもなっている。パネル10の外面25と内面34に
は、周囲の枠26やリブ27などが一体的に形成されて
いるので、パネル10は軽量でかつ高い剛性を有してい
る。上端面13と下端面18には、連結板14,14
a,14bの外枠28,内枠29にそれぞれ係合するス
リット30,31が一体的に形成されている。中央のス
リット30は、二つの連結板14,14a,14bの外
枠28どうしが重なった部分に係合するのでその幅寸法
が大きくなっている。スリット30の両側に位置する二
つのスリット31は、連結板14,14a,14bの内
枠29に係合するのでその幅寸法は小さい。By forming a plurality of windows 35 in the panel 10, the weight of the tubular body 12 is reduced, and the windows 35 also serve as communication paths for water. Since the peripheral frame 26 and the ribs 27 are integrally formed on the outer surface 25 and the inner surface 34 of the panel 10, the panel 10 is lightweight and has high rigidity. Connecting plates 14, 14 are provided on the upper end surface 13 and the lower end surface 18.
The slits 30 and 31 respectively engaging with the outer frame 28 and the inner frame 29 of a and 14b are integrally formed. The width of the central slit 30 is large because the central slit 30 is engaged with the overlapping portion of the outer frames 28 of the two connecting plates 14, 14a, 14b. The two slits 31 located on both sides of the slit 30 are engaged with the inner frames 29 of the connecting plates 14, 14a, 14b, so that their widths are small.
【0026】図4に示すように四枚のパネル10が開い
た状態では、一方のパネル10の当接部17と、一方の
パネル10に接合する他方のパネル10の当接部17と
が当接して、四つのパネル10の全体は、上下方向から
見て正方形の筒状をなす。この筒状体12の搬送,保管
を行う場合には、筒状体12を両側から押しつぶすよう
にして、図5に示すように折りたたむことができる。こ
の場合には、隣り合う当接部17,17どうしが離れて
対向するパネル10を互いに近づけるように押せば、筒
状体12は板状に折りたたまれる。このようにすれば、
筒状体12はかさばらないので搬送や保管に好都合であ
る。As shown in FIG. 4, when the four panels 10 are open, the contact portion 17 of one panel 10 and the contact portion 17 of the other panel 10 joined to one panel 10 make contact. In contact therewith, the whole of the four panels 10 has a square tubular shape when viewed from above and below. When the cylindrical body 12 is transported and stored, the cylindrical body 12 can be folded as shown in FIG. 5 by crushing the cylindrical body 12 from both sides. In this case, if the adjacent contact portions 17, 17 are separated from each other and the opposing panels 10 are pressed so as to approach each other, the tubular body 12 is folded into a plate shape. If you do this,
Since the cylindrical body 12 is not bulky, it is convenient for transportation and storage.
【0027】図6(A),(B)に示すように、標準的
な連結板14はほぼ八角形の環状をなしており、内枠2
9の内方は空間部32になっている。内枠29と外枠2
8の間が平板部33であり、平板部33には、直交する
四つの方向にそれぞれ二つずつの突起部20が上方に向
けて形成されている。この上面側の突起部20と同じ位
置の下面には、下面側突起部21が下方に向けて突出形
成されている。連結板14a(図6(C))および連結
板14b(図6(D))は、それぞれ標準的な連結板1
4を半分および四分の一にした形状をなしている。図8
に示すように、連結板14は充填部材1の内側に取付け
られ、連結板14a,14bは充填部材1の周辺部に適
時配置されている。連結板14,14a,14bを介し
て、複数の筒状体12どうしを水平方向に関して連結す
るとともに、垂直方向に段積みされた上下隣り合う筒状
体12どうしを垂直方向に関して連結している。したが
って、筒状体12は、上下方向からみて正方形を維持す
るように高精度に位置決めされ、また、筒状体12どう
しは相互にしっかりと連結されて一体化し強度的に補強
されている。As shown in FIGS. 6A and 6B, the standard connecting plate 14 has a substantially octagonal ring shape, and
Inside 9 is a space 32. Inner frame 29 and outer frame 2
8 is a flat plate portion 33, and two flat protrusions 20 are formed on the flat plate portion 33 in four orthogonal directions. On the lower surface at the same position as the protrusion 20 on the upper surface, a lower surface-side protrusion 21 is formed so as to project downward. The connecting plate 14a (FIG. 6 (C)) and the connecting plate 14b (FIG. 6 (D)) are each a standard connecting plate 1
4 has a half and a quarter shape. FIG.
As shown in (1), the connecting plate 14 is mounted inside the filling member 1, and the connecting plates 14a and 14b are appropriately disposed around the filling member 1. The plurality of tubular bodies 12 are connected in the horizontal direction via the connecting plates 14, 14a, and 14b, and the vertically adjacent tubular bodies 12 stacked vertically are connected in the vertical direction. Therefore, the cylindrical bodies 12 are positioned with high precision so as to maintain a square when viewed from the vertical direction, and the cylindrical bodies 12 are firmly connected to each other to be integrated and reinforced in strength.
【0028】地下貯水槽4の施工工事の手順としては、
初めに、図1に示すように、地面2を堀り下げて水溜め
空間3を形成した後、板材7を敷き詰めて平滑な底面6
を形成する。次いで、底面6上に遮断用シート5を敷
き、その上に多数の連結板14を敷き詰める。周辺部に
は必要に応じて連結板14a,14bを配置する。こう
して並んだ連結板14,14a,14bの上から、筒状
体12を下方に押し込んで装着する。The procedure of the construction work for the underground water storage tank 4 is as follows.
First, as shown in FIG. 1, the ground 2 is dug down to form a water storage space 3, and then a plate material 7 is spread over the flat bottom surface 6.
To form Next, the blocking sheet 5 is laid on the bottom surface 6, and a large number of connecting plates 14 are laid thereon. The connection plates 14a and 14b are arranged in the peripheral part as needed. The tubular body 12 is pushed down from above the connecting plates 14, 14a, 14b arranged in this manner and mounted.
【0029】図5に示すような折りたたまれた筒状体1
2を開いて、この筒状体12を、図4に示すような上下
方向からみて正方形の筒状に広げ、隣り合う連結板1
4,14a,14bどうしを連結するように装着する。
この場合、筒状体12の各パネル10の下端面18に一
対並んだ貫通孔19,19のうち、一方の貫通孔19に
一方の連結板14の突起部20を係合させ、他方の貫通
孔19に他方の連結板14の突起部20を係合させる。
また、下端面18のスリット31を連結板14の内枠2
9に装着させ、スリット30を、重なった二つの外枠2
8に装着させる。これにより、一つの連結板14が、四
つの筒状体12どうしを連結することになる。A folded cylindrical body 1 as shown in FIG.
2, the tubular body 12 is spread in a square tubular shape as viewed from above and below as shown in FIG.
4, 14a, and 14b are attached so as to be connected to each other.
In this case, of the pair of through holes 19, 19 arranged in the lower end surface 18 of each panel 10 of the tubular body 12, the projection 20 of one connecting plate 14 is engaged with one through hole 19, and the other The projection 20 of the other connecting plate 14 is engaged with the hole 19.
Further, the slit 31 of the lower end face 18 is connected to the inner frame 2 of the connecting plate 14.
9 and the slit 30 is attached to the two overlapping outer frames 2.
8 Thus, one connecting plate 14 connects the four cylindrical bodies 12 to each other.
【0030】筒状体12の上端面13には連結板14,
14a,14bを配設する。すなわち、連結板14,1
4a,14bの下面側に並んだ一方の下面側突起部21
を一方の筒状体12の上端面13の貫通孔19に装着
し、他方の下面側突起部21を他方の筒状体12の貫通
孔19に装着する。また、重なった二つの外枠28を上
端面13のスリット30に装着し、内枠29をスリット
31に装着する。これにより、一つの連結板14が、筒
状体12の上端面13側に係合して四つの筒状体12を
連結することになる。On the upper end surface 13 of the cylindrical body 12, a connecting plate 14,
14a and 14b are provided. That is, the connecting plates 14, 1
One lower surface side protrusion 21 arranged on the lower surface side of 4a, 14b
Is mounted on the through-hole 19 of the upper end surface 13 of one cylindrical body 12, and the other lower surface side projection 21 is mounted on the through-hole 19 of the other cylindrical body 12. Further, two overlapping outer frames 28 are mounted on the slits 30 on the upper end surface 13, and the inner frame 29 is mounted on the slits 31. Thereby, one connecting plate 14 is engaged with the upper end surface 13 side of the tubular body 12 to connect the four tubular bodies 12.
【0031】連結板14,14a,14bは、水平方向
に関して筒状体12どうしを連結しかつ位置決めする機
能と、上下の筒状体12どうしを連結しかつ位置決めす
る機能とを有している。筒状体12の上端面13に配設
された連結板14,14a,14bは蓋の機能も発揮し
ており、連結板14,14a,14bにより筒状体12
の上部開口を塞いで、大きな穴や突起のないほぼ平面状
態にするので、充填部材1の施工作業中に、作業者が連
結板14,14a,14bの上を歩くことができる。The connecting plates 14, 14a and 14b have a function of connecting and positioning the tubular bodies 12 in the horizontal direction, and a function of connecting and positioning the upper and lower tubular bodies 12 in the horizontal direction. The connecting plates 14, 14a, 14b provided on the upper end surface 13 of the tubular body 12 also function as a lid, and the connecting plates 14, 14a, 14b serve as the lid.
Since the upper opening is closed and has a substantially flat state without large holes or protrusions, the worker can walk on the connecting plates 14, 14a, 14b during the work of installing the filling member 1.
【0032】以下同様の手順で、多数の筒状体12を、
連結板14,14a,14bで連結しながら、水平,垂
直の両方向にブロック状に配設することにより、全体的
に大きな空隙率を有する充填部材1が形成される。こう
して充填部材1の全体が矩形状になった後、充填部材1
の周囲全体を遮断用シート5で被覆して内部を密閉空間
にする。最上段の筒状体12の上端面13にも連結板1
4,14a,14bが配設されて蓋になるので、遮断用
シート5は連結板に支持されてほぼ平面状態で良好に被
覆される。点検口8を取付けたのち図2に示すように土
砂を埋め戻せば、充填部材1が水溜め空間3に充填され
て、地下貯水槽4が完成する。In the following procedure, a large number of cylindrical bodies 12 are
By arranging the blocks 1 in both the horizontal and vertical directions while connecting them with the connecting plates 14, 14a, 14b, the filling member 1 having a large porosity as a whole is formed. After the entire filling member 1 has a rectangular shape, the filling member 1
Is covered with a shielding sheet 5 to make the inside a closed space. The connecting plate 1 is also provided on the upper end surface 13 of the uppermost tubular body 12.
Since the lids 4 and 14a and 14b are provided, the blocking sheet 5 is supported by the connecting plate and is covered well in a substantially flat state. When the earth and sand are backfilled as shown in FIG. 2 after the inspection port 8 is attached, the filling member 1 is filled in the water storage space 3 and the underground water storage tank 4 is completed.
【0033】本発明では、たとえば一つの連結板14が
上部および下部でそれぞれ四つの筒状体12に連結して
いるので、これは、一つの筒状体12に関して言えば、
上部および下部でそれぞれ四つずつの連結板14に連結
するとともに、上下の連結板14の間に挟持された状態
になっている。連結板14,14a,14bの突起部2
0,21を筒状体の貫通孔19に係合させれば、複数の
筒状体12は、必然的に、正方形をなして縦横方向およ
び上下方向に関して規則正しく所定のピッチで高精度に
並んで位置決めされる。これにより、多数の筒状体12
は、正方形を維持してしっかりと固定され、充填部材1
の全体は、ぐらつきがほとんどない丈夫な骨格構造体を
構成することになる。充填部材1は、全体が一体化して
いるので、充填部材1の上部に加わる下方への荷重を分
散することができることになり、大きな剛性と耐震性を
発揮する。In the present invention, for example, since one connecting plate 14 is connected to the four cylindrical bodies 12 at the upper part and the lower part, respectively,
The upper and lower portions are connected to four connecting plates 14 respectively, and are sandwiched between the upper and lower connecting plates 14. Projection 2 of connecting plates 14, 14a, 14b
If 0 and 21 are engaged with the through-holes 19 of the tubular body, the plurality of tubular bodies 12 are inevitably formed in a square, and are arranged with high accuracy at regular predetermined pitches in the vertical and horizontal directions and the vertical direction. Positioned. Thereby, a large number of cylindrical bodies 12
Is fixed firmly while maintaining the square shape,
Will constitute a tough skeletal structure with little wobble. Since the entire filling member 1 is integrated, the downward load applied to the upper portion of the filling member 1 can be dispersed, and large rigidity and earthquake resistance are exhibited.
【0034】(第2の実施形態)図9ないし図13は第
2の実施形態を示す図で、図9は筒状体12aの平面
図、図10は筒状体12aの施工方法を示す正面図、図
11は充填部材1を設置している状態を示す平面図、図
12は図11の正面図、図13は第2の実施形態の変形
例で、連結板14,14a,14bを使用した場合を示
す図11相当図である。なお、以下の各実施形態におい
て、他の実施形態と同一または相当部分には同一符号を
付してその説明を省略し、異なる部分のみ説明する。(Second Embodiment) FIGS. 9 to 13 show a second embodiment. FIG. 9 is a plan view of a tubular body 12a, and FIG. 10 is a front view showing a method of applying the tubular body 12a. Fig. 11 is a plan view showing a state where the filling member 1 is installed, Fig. 12 is a front view of Fig. 11, and Fig. 13 is a modification of the second embodiment, using connecting plates 14, 14a and 14b. FIG. 12 is a diagram corresponding to FIG. In the following embodiments, the same or corresponding parts as those of the other embodiments are denoted by the same reference numerals, and description thereof will be omitted. Only different parts will be described.
【0035】図9ないし図12に示すように、本実施形
態では、水平方向連結手段15と垂直方向連結手段16
により、筒状体12aどうしを水平,垂直の両方向に関
して直接連結している。筒状体12aは、四枚のパネル
10aをヒンジ部11で接合して折りたたみ可能にする
とともにパネル10aが垂直方向に配置されるようにな
っている。連結板40,40a,40bは、複数の筒状
体12aがブロック状に配設された時、最上段の筒状体
12aの上端面13aに配設されて、複数の筒状体12
aどうしを水平方向に関して連結している。As shown in FIGS. 9 to 12, in the present embodiment, the horizontal connecting means 15 and the vertical connecting means 16
As a result, the cylindrical members 12a are directly connected to each other in both the horizontal and vertical directions. The cylindrical body 12a is configured such that the four panels 10a are joined at the hinges 11 so as to be foldable, and the panels 10a are arranged vertically. When the plurality of cylindrical bodies 12a are arranged in a block shape, the connecting plates 40, 40a, 40b are arranged on the upper end surface 13a of the uppermost cylindrical body 12a, and are connected to the plurality of cylindrical bodies 12a.
a are connected in the horizontal direction.
【0036】水平方向に並んで隣り合う筒状体12aど
うしは水平方向連結手段15により直接連結され、垂直
方向に段積みされ上下隣り合う筒状体12aどうしは垂
直方向連結手段16を介して垂直方向に関して直接連結
されている。水平方向連結手段15は、突出片45に形
成された水平方向連結用の係合部43と、突出片46に
形成された水平方向連結用の被係合部44により構成さ
れている。突出片45,46は、筒状体12aの上端部
41および下端部42の少なくとも一方(本実施形態で
は、下端部42)から、それぞれ水平方向外方に突出し
ている。The cylindrical bodies 12a adjacent to each other in the horizontal direction are directly connected by the horizontal connecting means 15, and the cylindrical bodies 12a vertically stacked and vertically adjacent to each other are vertically connected through the vertical connecting means 16. Directly linked in direction. The horizontal connecting means 15 includes an engaging portion 43 for horizontal connection formed on the protruding piece 45 and an engaged portion 44 for horizontal connection formed on the protruding piece 46. The protruding pieces 45 and 46 respectively protrude outward in the horizontal direction from at least one of the upper end 41 and the lower end 42 (the lower end 42 in the present embodiment) of the tubular body 12a.
【0037】本実施形態では、隣り合う二つのパネル1
0aの突出片45に、係合部としての連結用突起43を
複数個(一つのパネルにつき、三個)形成している。ま
た、前記二つのパネル10aに対向配置された隣り合う
他の二つのパネル10aの突出片46には、被係合部と
しての連結用孔44を複数個(一つのパネル10aにつ
き、三個)形成している。水平方向に並んで隣り合う一
方の筒状体12aの連結用突起43を、他方の筒状体1
2aの連結用孔44に係合させることにより、複数の筒
状体12aどうしを水平方向に関して直接連結してい
る。In this embodiment, two adjacent panels 1
A plurality of (three per panel) connection projections 43 as engagement portions are formed on the protruding piece 45 of Oa. In addition, a plurality of connection holes 44 as engagement portions (three per one panel 10a) are formed in the protruding pieces 46 of the other two adjacent panels 10a which are arranged opposite to the two panels 10a. Has formed. The connecting projection 43 of one of the cylindrical bodies 12a adjacent to each other in the horizontal direction is connected to the other cylindrical body 1a.
The plurality of cylindrical bodies 12a are directly connected to each other in the horizontal direction by engaging with the connection holes 44 of 2a.
【0038】垂直方向連結手段16は、筒状体12aの
上端面13aおよび下端面47にそれぞれ形成された垂
直方向連結用の係合部48および被係合部49により構
成されている。本実施形態では、上端面13aの係合部
48は上方に突出した突起部48であり、下端面47の
被係合部49は、突起部48が係合可能な連結用孔49
の場合を示している。そして、垂直方向に段積みされた
上下隣り合う筒状体12aのうち、下方の筒状体12a
の上端面13aに形成された突起部48を、上方の筒状
体12aの下端面47に形成された連結用孔49に係合
させることにより、上下隣り合う筒状体12aどうしを
垂直方向に関して直接連結している。The vertical connecting means 16 comprises an engaging portion 48 and an engaged portion 49 for vertical connection formed on the upper end surface 13a and the lower end surface 47 of the cylindrical body 12a, respectively. In the present embodiment, the engaging portion 48 of the upper end surface 13a is a protruding portion 48 protruding upward, and the engaged portion 49 of the lower end surface 47 is a connecting hole 49 with which the protruding portion 48 can engage.
Is shown. The lower cylindrical body 12a of the vertically adjacent cylindrical bodies 12a stacked vertically is
By engaging the protrusion 48 formed on the upper end surface 13a of the upper cylindrical member 12 with the connection hole 49 formed on the lower end surface 47 of the upper cylindrical body 12a, the vertically adjacent cylindrical bodies 12a can be vertically connected to each other. Directly connected.
【0039】標準的な連結板40は正方形であり、周辺
部用の連結板40a,40bは、それぞれ連結板40の
半分,四分の一の矩形状である。連結板40,40a,
40bは、中央に空間部のない板状をなしているので、
作業者が連結板の上部を歩くのに都合がよく、また、遮
断用シート5を連結板の上面に良好に被覆することがで
きる。連結板40,40a,40bには、突起部48と
係合可能な垂直方向連結用被係合部としての連結用孔5
0が形成されている。筒状体12aの上端面13aに
は、連結板40,40a,40bから下方に突出形成さ
れている外枠51,内方のリブ52にそれぞれ係合可能
なスリット30,31が形成されている。なお、連結板
40,40a,40bに代えて、第1の実施形態の連結
板14,14a,14bを最上段の筒状体12aの上端
面13aに配設して、複数の筒状体12aどうしを水平
方向に関して連結してもよい(図13参照)。The standard connecting plate 40 has a square shape, and the connecting plates 40a and 40b for the peripheral portion have a rectangular shape which is a half and a quarter of the connecting plate 40, respectively. Connecting plates 40, 40a,
Since 40b has a plate shape with no space in the center,
It is convenient for an operator to walk on the upper part of the connection plate, and the upper surface of the connection plate can be covered with the blocking sheet 5 well. The connection plates 40, 40 a, and 40 b have connection holes 5 as engagement portions for vertical connection that can be engaged with the protrusions 48.
0 is formed. Slits 30 and 31 are formed on the upper end surface 13a of the tubular body 12a so as to be engageable with an outer frame 51 and an inner rib 52 formed to project downward from the connecting plates 40, 40a and 40b. . Note that, instead of the connecting plates 40, 40a, and 40b, the connecting plates 14, 14a, and 14b of the first embodiment are disposed on the upper end surface 13a of the uppermost tubular body 12a, and a plurality of tubular bodies 12a are provided. They may be connected in the horizontal direction (see FIG. 13).
【0040】(第3の実施形態)図14ないし図16は
第3の実施形態を示す図で、図14は筒状体12bの平
面図、図15は筒状体12bを折りたたんだ状態を示す
平面図、図16は筒状体12bを他の形状に折りたたん
だ状態を示す平面図である。図14に示すように、筒状
体12bは、二枚のパネル60と四枚のパネル61をヒ
ンジ部62で接合して折りたたみ可能にするとともに、
パネル60,61が垂直方向に配置されるようになって
いる。(Third Embodiment) FIGS. 14 to 16 show a third embodiment. FIG. 14 is a plan view of a tubular body 12b, and FIG. 15 shows a state where the tubular body 12b is folded. FIG. 16 is a plan view showing a state where the tubular body 12b is folded into another shape. As shown in FIG. 14, the tubular body 12 b joins two panels 60 and four panels 61 with a hinge 62 so as to be foldable,
Panels 60 and 61 are arranged vertically.
【0041】ヒンジ部62は、ポリプロピレン等を薄肉
状に成形することによるヒンジ効果で曲げ延ばし可能に
したものなので、ヒンジ部の構成が簡単である。筒状体
12bを折りたたむ場合には、ヒンジ部62を曲げるこ
とにより、図15または図16に示す形状に折りたたむ
ことができる。折りたたまれた状態のパネル60,61
を広げれば、ヒンジ部62が変形して、隣り合う所定の
パネル60,61にそれぞれ形成された当接部63,6
4どうしが当接するので、筒状体12bは、所定の形状
たとえば上下方向から見て正方形の筒状をなす。Since the hinge portion 62 can be bent and extended by a hinge effect by forming a thin portion of polypropylene or the like, the structure of the hinge portion is simple. When the tubular body 12b is folded, the hinge portion 62 can be bent to have the shape shown in FIG. 15 or FIG. Panels 60 and 61 in a folded state
Is expanded, the hinge portion 62 is deformed, and the contact portions 63, 6 formed on the adjacent predetermined panels 60, 61, respectively.
Since the four members are in contact with each other, the cylindrical body 12b has a predetermined shape, for example, a square cylindrical shape when viewed from above and below.
【0042】(第4の実施形態)図17ないし図19は
第4の実施形態を示す図で、図17はパネル10cの斜
視図、図18は筒状体12cの斜視図、図19は筒状体
12cを折りたたんだ状態を示す平面図である。図17
および図18に示すように、筒状体12cを構成するパ
ネル10cの外面25c側は、凹凸の少ないほぼ平面状
をなしている。これ以外の構成は、第1の実施形態の筒
状体12とほぼ同一である。(Fourth Embodiment) FIGS. 17 to 19 show a fourth embodiment. FIG. 17 is a perspective view of a panel 10c, FIG. 18 is a perspective view of a tubular body 12c, and FIG. It is a top view showing the state where state body 12c was folded. FIG.
As shown in FIG. 18, the outer surface 25c side of the panel 10c constituting the cylindrical body 12c has a substantially flat shape with little unevenness. Other configurations are substantially the same as those of the tubular body 12 of the first embodiment.
【0043】筒状体12cは、図18に示すような上下
方向からみて正方形の筒状で充填され、搬送時、保管時
などには、筒状体12cを図19に示すように折りたた
むことができる。パネル10cの外面25c側がほぼ平
面状なので、この筒状体12cをブロック状にした充填
部材1の場合に、充填部材1の外周面全体が凹凸のほと
んどないほぼ平面状になる。したがって、充填部材1の
外周面の凹部に発泡ポリスチレン樹脂の成形体等を充填
しなくても、遮断用シート5は、破れたりすることなく
充填部材1の平面状外周面を良好に被覆することができ
る。なお、第2,第3の実施形態におけるパネル10
a,60,61においても、その外面側を凹凸の少ない
ほぼ平面状に形成すれば、第4の実施形態と同様の作用
効果を奏する。また、第2ないし第4の実施形態におい
ても、第1の実施形態と同様の作用効果を奏する。The tubular body 12c is filled in a square tubular shape as viewed from the vertical direction as shown in FIG. 18, and the tubular body 12c can be folded as shown in FIG. it can. Since the outer surface 25c side of the panel 10c is substantially flat, in the case of the filling member 1 in which the tubular body 12c is formed in a block shape, the entire outer peripheral surface of the filling member 1 becomes substantially flat with almost no irregularities. Therefore, even if the recessed portion on the outer peripheral surface of the filling member 1 is not filled with a molded article of expanded polystyrene resin or the like, the blocking sheet 5 can cover the flat outer peripheral surface of the filling member 1 well without being torn. Can be. In addition, the panel 10 in the second and third embodiments.
Also in a, 60 and 61, if the outer surface side is formed in a substantially flat shape with little unevenness, the same operation and effect as in the fourth embodiment can be obtained. Further, the second to fourth embodiments also have the same operation and effect as the first embodiment.
【0044】上述のように、本発明では、筒状体は、折
りたたみ可能になってるので輸送時や保管時には折りた
たんでコンパクトにすることができ、取扱いが簡単であ
る。また、筒状体は、折りたたんだ状態からワンタッチ
の簡単な操作で所定形状の筒状に広げることができるの
で、多数の筒状体をブロック状に配設する設置工事の作
業が簡単であり、作業時間も短くてすむ。水平,垂直方
向にブロック状に配設された筒状体のパネルは垂直な方
向に配置されているので、充填部材は、上部からの荷重
に耐えるだけの十分な座屈強度を有する。したがって、
地下貯水槽を都市の公園,広場,歩道等の地下に設置し
ても、筒状体が座屈変形することなく長期間使用するこ
とができるので、地盤沈下の恐れがない。As described above, in the present invention, the tubular body is foldable, so that it can be folded and compact during transportation or storage, and is easy to handle. In addition, since the cylindrical body can be expanded into a predetermined shape by a simple operation of one touch from the folded state, the work of installation work of arranging a large number of cylindrical bodies in a block shape is easy, Work time is short. Since the tubular panels arranged in blocks in the horizontal and vertical directions are arranged in the vertical direction, the filling member has sufficient buckling strength to withstand a load from above. Therefore,
Even if the underground water storage tank is installed underground in a park, a plaza, a sidewalk, or the like in a city, the cylindrical body can be used for a long time without buckling deformation, and there is no danger of land subsidence.
【0045】水平方向連結手段と垂直方向連結手段によ
り、筒状体どうしを、水平,垂直の両方向に関して三次
元的に連結しかつ高精度に位置決めすることができる。
特に、垂直方向連結手段により上下の筒状体どうしを連
結したので、筒状体が横ずれを起こす恐れがない。一種
類または二種類のパネルを組み合わせて筒状体にしてお
り、パネルも薄い形状なので、射出成形用の金型は小型
のものですみ、製造コストが安価である。なお、筒状体
が、四枚のパネルまたは図14ないし図16のように六
枚のパネルを有して上下方向からみて正方形をなす場合
を示したが、五枚以上のパネルからなる五角形以上の多
角形でもよく、または円筒形,楕円形等であってもよ
い。なお、各図中同一符号は同一または相当部分を示
す。By the horizontal connecting means and the vertical connecting means, the cylindrical bodies can be connected three-dimensionally in both the horizontal and vertical directions and positioned with high precision.
In particular, since the upper and lower tubular members are connected to each other by the vertical connecting means, there is no possibility that the tubular members may be shifted laterally. One or two types of panels are combined to form a cylindrical body, and since the panels are also thin, the injection molding die can be small and the manufacturing cost is low. In addition, the case where the cylindrical body has four panels or six panels as shown in FIGS. 14 to 16 and forms a square when viewed from above and below is shown, but a pentagon or more composed of five or more panels Polygon, or a cylinder, an ellipse, or the like. In the drawings, the same reference numerals indicate the same or corresponding parts.
【0046】[0046]
【発明の効果】本発明は上述のように構成したので、搬
送時,保管時には筒状体を折りたたんでコンパクトにで
き、施工現場では、これをワンタッチで筒状にし複数の
筒状体どうしを水平,垂直の両方向に関して連結してブ
ロック状に配設することができる。Since the present invention is constructed as described above, the cylindrical body can be folded down during transportation and storage so that it can be compacted. , Can be arranged in a block shape by being connected in both vertical directions.
【図1】本発明の充填部材を充填する施工工事の途中の
状態を示す概略縦断面図である。FIG. 1 is a schematic vertical sectional view showing a state in the middle of construction work for filling a filling member of the present invention.
【図2】施工工事が完了した地下貯水槽の概略縦断面図
である。FIG. 2 is a schematic longitudinal sectional view of an underground water storage tank in which construction work has been completed.
【図3】図3ないし図8は第1の実施形態を示す図で、
図3はパネルの斜視図である。FIG. 3 to FIG. 8 are diagrams showing a first embodiment,
FIG. 3 is a perspective view of the panel.
【図4】筒状体の斜視図である。FIG. 4 is a perspective view of a tubular body.
【図5】筒状体を折りたたんだ状態を示す斜視図であ
る。FIG. 5 is a perspective view showing a state where a tubular body is folded.
【図6】連結板の平面図であり、図6(A)は標準的な
連結板の平面図、図6(B)は図6(A)のB−B線断
面図、図6(C)は周辺部用の連結板の平面図、図6
(D)は周辺部用の他の連結板の平面図である。6A is a plan view of a connecting plate, FIG. 6A is a plan view of a standard connecting plate, FIG. 6B is a sectional view taken along line BB of FIG. 6A, and FIG. 6) is a plan view of a connecting plate for a peripheral portion, and FIG.
(D) is a plan view of another connecting plate for the peripheral portion.
【図7】充填部材を設置する場合の設置方法を示す斜視
図である。FIG. 7 is a perspective view showing an installation method when installing a filling member.
【図8】充填部材を設置している状態を示す平面図であ
る。FIG. 8 is a plan view showing a state where a filling member is installed.
【図9】図9ないし図13は第2の実施形態を示す図
で、図9は筒状体の平面図である。9 to 13 are views showing a second embodiment, and FIG. 9 is a plan view of a cylindrical body.
【図10】筒状体の施工方法を示す正面図である。FIG. 10 is a front view showing a method of constructing a tubular body.
【図11】充填部材を設置している状態を示す平面図で
ある。FIG. 11 is a plan view showing a state where a filling member is installed.
【図12】図11の正面図である。FIG. 12 is a front view of FIG. 11;
【図13】第2の実施形態の変形例を示す平面図であ
る。FIG. 13 is a plan view showing a modification of the second embodiment.
【図14】図14ないし図16は第3の実施形態を示す
図で、図14は筒状体の平面図である。14 to 16 are views showing a third embodiment, and FIG. 14 is a plan view of a cylindrical body.
【図15】筒状体を折りたたんだ状態を示す平面図であ
る。FIG. 15 is a plan view showing a state where the tubular body is folded.
【図16】筒状体を他の形状に折りたたんだ状態を示す
平面図である。FIG. 16 is a plan view showing a state where the tubular body is folded into another shape.
【図17】図17ないし図19は第4の実施形態を示す
図で、図17はパネルの斜視図である。17 to 19 show a fourth embodiment, and FIG. 17 is a perspective view of a panel.
【図18】筒状体の斜視図である。FIG. 18 is a perspective view of a tubular body.
【図19】筒状体を折りたたんだ状態を示す平面図であ
る。FIG. 19 is a plan view showing a state where the tubular body is folded.
1 充填部材 3 水溜め空間 4 地下貯水槽 10,10a,10c,60,61 パネル 11,62 ヒンジ部 12,12a,12b,12c 筒状体 13,13a 筒状体の上端面 14,14a,14b 連結板 15 水平方向連結手段 16 垂直方向連結手段 17,63,64 当接部 18,47 筒状体の下端面 19 貫通孔(連結用の係合部) 20 上面側突起部(連結用の上面側被係合部) 21 下面側突起部(連結用の下面側被係合部) 25,25c 外面 40,40a,40b 連結板 41 筒状体の上端部 42 筒状体の下端部 43 連結用突起(水平方向連結用係合部) 44 連結用孔(水平方向連結用被係合部) 45,46 突出片 47 筒状体の下端面 48 突起部(垂直方向連結用係合部) 49 連結用孔(垂直方向連結用被係合部) 50 連結用孔(垂直方向連結用被係合部) DESCRIPTION OF SYMBOLS 1 Filling member 3 Water storage space 4 Underground water tank 10, 10a, 10c, 60, 61 Panel 11, 62 Hinge part 12, 12a, 12b, 12c Tubular body 13, 13a Upper end surface of a tubular body 14, 14a, 14b Connection plate 15 Horizontal connection means 16 Vertical connection means 17, 63, 64 Abutment part 18, 47 Lower end face of tubular body 19 Through hole (engagement part for connection) 20 Top surface side protrusion (top surface for connection) 21) Lower surface side protrusion (lower surface side engaged portion for connection) 25, 25c Outer surface 40, 40a, 40b Connecting plate 41 Upper end of tubular body 42 Lower end of tubular body 43 For connection Projection (engagement part for horizontal connection) 44 Connection hole (engaged part for horizontal connection) 45, 46 Projection piece 47 Lower end surface of tubular body 48 Projection part (engagement part for vertical connection) 49 Connection Hole (engaged part for vertical connection) 50 Connection Hole (Vertical Connection Engaged Part)
Claims (5)
平,垂直の両方向にブロック状に配設して充填すること
により地下貯水槽を形成するための充填部材であって、 少なくとも四枚のパネルをヒンジ部で接合して折りたた
み可能にするとともに前記パネルが垂直方向に配置され
る前記筒状体と、 複数のこの筒状体がブロック状に配設されたとき少なく
とも最上段のこの筒状体の上端面に配設されてこの複数
の筒状体どうしを水平方向に関して連結する連結板とを
備え、 水平方向に並んで隣り合う前記筒状体どうしは水平方向
連結手段により連結され、 垂直方向に段積みされ上下隣り合う前記筒状体どうしは
垂直方向連結手段により連結されていることを特徴とす
る地下貯水槽用の充填部材。1. A filling member for forming an underground water storage tank by arranging and filling a plurality of cylindrical bodies in a block shape in both horizontal and vertical directions into a water storage space under the ground. The four panels are joined together at a hinge part to enable folding, and the tubular body in which the panels are arranged in a vertical direction, and at least the uppermost stage when a plurality of these tubular bodies are arranged in a block shape. A connecting plate disposed on an upper end surface of the cylindrical body and connecting the plurality of cylindrical bodies in a horizontal direction, wherein the adjacent cylindrical bodies arranged in a horizontal direction are connected by horizontal connecting means. A filling member for an underground water storage tank, wherein the cylindrical bodies vertically stacked and connected vertically above and below are connected by a vertical connecting means.
数の前記パネルを前記ヒンジ部を介して広げると、隣り
合う前記パネルにそれぞれ形成された当接部どうしが当
接して所定の筒状をなすことを特徴とする請求項1に記
載の地下貯水槽用の充填部材。2. When the plurality of panels in a folded state are spread through the hinge portions, the cylindrical body is brought into contact with abutting portions formed on adjacent panels so that a predetermined cylinder is formed. The filling member for an underground water storage tank according to claim 1, wherein the filling member has a shape.
向連結手段は、 前記連結板と、前記筒状体の前記上端面および下端面に
それぞれ形成された連結用の係合部とにより構成され、 前記連結板の上面側に形成された連結用の上面側被係合
部と前記筒状体の前記下端面側の前記係合部とを係合さ
せ、前記連結板の下面側に形成された連結用の下面側被
係合部と前記筒状体の前記上端面側の前記係合部とを係
合させることにより、前記連結板を介して前記複数の筒
状体どうしを水平方向に関して連結するとともに、垂直
方向に段積みされ上下隣り合う前記筒状体どうしを前記
連結板を介して垂直方向に関して連結することを特徴と
する請求項1または2に記載の地下貯水槽用の充填部
材。3. The horizontal connecting means and the vertical connecting means are constituted by the connecting plate, and connecting engaging portions formed on the upper end face and the lower end face of the tubular body, respectively. The upper surface side engaged portion for connection formed on the upper surface side of the connection plate is engaged with the engagement portion on the lower end surface side of the tubular body, and is formed on the lower surface side of the connection plate. The plurality of cylindrical bodies are connected to each other in the horizontal direction via the connecting plate by engaging the lower surface side engaged portion for connection and the engaging portion on the upper end surface side of the cylindrical body. The filling member for an underground water storage tank according to claim 1 or 2, wherein the tubular bodies that are vertically stacked and vertically adjacent to each other are connected in the vertical direction via the connecting plate.
上端部および下端部の少なくとも一方の端部から水平方
向外方に突出した突出片に形成された水平方向連結用の
係合部および被係合部により構成され、水平方向に並ん
で隣り合う一方の前記筒状体の前記水平方向連結用係合
部と他方の前記筒状体の前記水平方向連結用被係合部と
を係合させることにより、前記複数の筒状体どうしを水
平方向に関して直接連結し、 前記垂直方向連結手段は、前記筒状体の前記上端面およ
び下端面にそれぞれ形成された垂直方向連結用の係合部
および被係合部により構成され、垂直方向に段積みされ
上下隣り合う前記筒状体のうち下方の前記筒状体の前記
上端面に形成された前記垂直方向連結用係合部と、上方
の前記筒状体の前記下端面に形成された前記垂直方向連
結用被係合部とを係合させることにより、上下隣り合う
前記筒状体どうしを垂直方向に関して直接連結すること
を特徴とする請求項1または2に記載の地下貯水槽用の
充填部材。4. The horizontal connecting means is formed on a projecting piece protruding outward in the horizontal direction from at least one of an upper end and a lower end of the cylindrical body. And the engaged portion, the horizontal connecting engaging portion of one of the tubular bodies adjacent to each other in the horizontal direction and the horizontal connecting engaged portion of the other tubular body By engaging, the plurality of cylindrical bodies are directly connected to each other in the horizontal direction, and the vertical connecting means is provided with vertical connecting members formed on the upper end surface and the lower end surface of the cylindrical body, respectively. The vertical direction connecting engagement portion formed by the joining portion and the engaged portion, and formed on the upper end surface of the lower cylindrical body of the cylindrical bodies vertically stacked and vertically adjacent to each other, The lower end surface of the upper cylindrical body The filling for underground water storage tanks according to claim 1 or 2, wherein the vertically adjacent tubular bodies are directly connected in the vertical direction by engaging the engaged parts for direct connection. Element.
平面状をなしていることを特徴とする請求項1ないし4
のいずれかの項に記載の地下貯水槽用の充填部材。5. The panel according to claim 1, wherein an outer surface side of the panel has a substantially flat shape with little unevenness.
The filling member for an underground water storage tank according to any one of the above items.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26099998A JP3795681B2 (en) | 1998-08-31 | 1998-08-31 | Filling material for underground water tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26099998A JP3795681B2 (en) | 1998-08-31 | 1998-08-31 | Filling material for underground water tank |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000073418A true JP2000073418A (en) | 2000-03-07 |
JP3795681B2 JP3795681B2 (en) | 2006-07-12 |
Family
ID=17355664
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26099998A Expired - Lifetime JP3795681B2 (en) | 1998-08-31 | 1998-08-31 | Filling material for underground water tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3795681B2 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002070091A (en) * | 2000-08-31 | 2002-03-08 | Shinichiro Hayashi | Water reservoir apparatus and method for constructing the same |
JP2007002419A (en) * | 2005-06-21 | 2007-01-11 | Shinichiro Hayashi | Table-like unit member |
JP2007520651A (en) * | 2004-01-15 | 2007-07-26 | ディープ ルート パートナーズ エルピー | Integrated system for tree roots and storm water |
JP2008057282A (en) * | 2006-09-01 | 2008-03-13 | Ebata Kk | Structural member for facility for storage and infiltration of rainwater, structure for facility for storage and infiltration of rainwater, and facility for storage and infiltration of rainwater using them |
JP2008248479A (en) * | 2007-03-29 | 2008-10-16 | Hiroshi Sudo | Rainwater storage permeating facility |
JP2009275341A (en) * | 2008-05-12 | 2009-11-26 | Eng Kobo:Kk | Rainwater storage equipment and formation method therefor |
US10285339B2 (en) | 2015-04-10 | 2019-05-14 | Deeproot Green Infrastructure, Llc | More efficient structural cell for facilitating tree root growth |
-
1998
- 1998-08-31 JP JP26099998A patent/JP3795681B2/en not_active Expired - Lifetime
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002070091A (en) * | 2000-08-31 | 2002-03-08 | Shinichiro Hayashi | Water reservoir apparatus and method for constructing the same |
JP2007520651A (en) * | 2004-01-15 | 2007-07-26 | ディープ ルート パートナーズ エルピー | Integrated system for tree roots and storm water |
US9085887B2 (en) | 2004-01-15 | 2015-07-21 | DeepRoot Green Infrastucture, LLC | Integrated tree root and storm water system |
US9085886B2 (en) | 2004-01-15 | 2015-07-21 | Deeproot Green Infrastructure, Llc | Integrated tree root and storm water system |
JP2007002419A (en) * | 2005-06-21 | 2007-01-11 | Shinichiro Hayashi | Table-like unit member |
JP2008057282A (en) * | 2006-09-01 | 2008-03-13 | Ebata Kk | Structural member for facility for storage and infiltration of rainwater, structure for facility for storage and infiltration of rainwater, and facility for storage and infiltration of rainwater using them |
JP2008248479A (en) * | 2007-03-29 | 2008-10-16 | Hiroshi Sudo | Rainwater storage permeating facility |
JP2009275341A (en) * | 2008-05-12 | 2009-11-26 | Eng Kobo:Kk | Rainwater storage equipment and formation method therefor |
US10285339B2 (en) | 2015-04-10 | 2019-05-14 | Deeproot Green Infrastructure, Llc | More efficient structural cell for facilitating tree root growth |
US11369065B2 (en) | 2015-04-10 | 2022-06-28 | Deeproot Green Infrastructure, Llc | More efficient structural cell for facilitating tree root growth |
Also Published As
Publication number | Publication date |
---|---|
JP3795681B2 (en) | 2006-07-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3311634B2 (en) | Packing for rainwater storage and infiltration facilities | |
JP3208379B2 (en) | Filling material for rainwater storage and infiltration facilities | |
JP3198479B2 (en) | Filling material used for underground water tanks, etc. | |
KR102095581B1 (en) | Rainwater storage block, rainwater storage structure using the block and its construction method | |
JP3795681B2 (en) | Filling material for underground water tank | |
JP2002070091A (en) | Water reservoir apparatus and method for constructing the same | |
JP2015096680A (en) | Basket structure, water storage unit and water storage tank | |
JP5552432B2 (en) | Structure for rainwater storage and penetration facility and rainwater storage and penetration facility using the same | |
KR101388870B1 (en) | Rainwater storaging facility and method for building the facility | |
KR101495997B1 (en) | Upright type rainwater storaging structure and Rainwater storaging facility having the structure and Method for building the facility | |
JP3793434B2 (en) | Rainwater storage facilities and infiltration facilities | |
JP3999990B2 (en) | Underground water tank | |
KR102571761B1 (en) | Rainwater storage facility with improved structure | |
JP2002115308A (en) | Filling member for underground water storage tank | |
JP2002115278A (en) | Storage device for water | |
JP4933867B2 (en) | Rainwater storage / infiltration facility structural member, rainwater storage / infiltration facility structure, and rainwater storage / infiltration facility using the same | |
CN212688605U (en) | Multi-purpose honeycomb-shaped laying plate | |
JP2002275952A (en) | Intrusion-of-sediment preventing plate mounted on filling body for facility for storage and seepage of rainwater and the like | |
JP3221491B2 (en) | Underground water storage tank and underground infiltration tank | |
JP2002115280A (en) | Water storage device | |
JP2004092334A (en) | Spatial structure | |
JPH0667545U (en) | Retaining wall structure | |
JP6883996B2 (en) | Storage and drainage block and storage and drainage structure | |
JP2002013182A (en) | Stack member for underground water storage tank | |
JP2003155762A (en) | Storing and/or permeation facilities for rainwater or the like |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20060323 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20060411 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20060413 |
|
R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090421 Year of fee payment: 3 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090421 Year of fee payment: 3 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100421 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100421 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110421 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110421 Year of fee payment: 5 |
|
S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120421 Year of fee payment: 6 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120421 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130421 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130421 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140421 Year of fee payment: 8 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |