JP4695461B2 - Filling material and filling structure of underground water tank - Google Patents

Filling material and filling structure of underground water tank Download PDF

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JP4695461B2
JP4695461B2 JP2005245435A JP2005245435A JP4695461B2 JP 4695461 B2 JP4695461 B2 JP 4695461B2 JP 2005245435 A JP2005245435 A JP 2005245435A JP 2005245435 A JP2005245435 A JP 2005245435A JP 4695461 B2 JP4695461 B2 JP 4695461B2
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diameter
annular groove
cylindrical column
quarter
end fitting
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JP2007056611A (en
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健 鶴本
好美 島田
秀治 岩崎
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Takiron Co Ltd
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    • 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

Description

本発明は、駐車場、公園、宅地などの地下に設けられる地下水槽の充填材及び充填構造に関し、特に、数m〜十数m程度の比較的小さな容積の地下水槽に好ましく使用される充填材及び充填構造に関する。 The present invention relates to a filling material and a filling structure for a underground water tank provided in a basement such as a parking lot, a park, and a residential land, and is particularly preferably used for a ground water tank having a relatively small volume of about several m 3 to several tens of m 3. The present invention relates to a filler and a filling structure.

未舗装の道路や空き地が殆どない都市化の進んだ地域では、雨水が地中に浸透することなく道路の側溝などを通じて河川へ流れ込むため、雨期には短時間で河川の容量を超えて所謂、都市型洪水を引き起こす恐れがある。一方、乾期にはダムや湖の水位が低下して水不足となるため、各地で水道水の給水制限が行われ、庭の植物に充分量の水を与えることも難しくなっている。   In urbanized areas where there are almost no unpaved roads or vacant land, rainwater flows into the river through the side ditches of the road without penetrating into the ground, so it exceeds the capacity of the river in a short time in the rainy season, so-called May cause urban flooding. On the other hand, during the dry season, the water level of dams and lakes falls, resulting in water shortages, so water supply restrictions are imposed in various places, making it difficult to provide sufficient amounts of water to garden plants.

このような事情から、地下水槽を設けて雨水を一時貯溜したのち河川等へ徐々に放流するか、地下へ徐々に浸透させることによって、都市型洪水を防止したり、地下水槽に貯溜した雨水を汲み上げて植物に与えるなどの有効利用が行われるようになってきた。   For these reasons, a groundwater tank is provided to temporarily store rainwater and then gradually discharge it into rivers, etc., or gradually infiltrate it underground to prevent urban flooding, or to store rainwater stored in the groundwater tank. Effective use such as pumping and giving to plants has come to be performed.

このような地下水槽に充填される充填材として、例えば、10〜15個程度の孔状連結部を連結桟で連結した連結用枠の該孔状連結部に、中空の支柱をそれぞれ嵌合固定し、これを前後左右に並べて隣接する連結用枠同士をH型の連結駒で連結しながら積み上げるものが知られている(特許文献1)。   As a filler to be filled in such a groundwater tank, for example, hollow struts are fitted and fixed to the hole-like connecting portions of the connecting frame in which about 10 to 15 hole-like connecting portions are connected by connecting bars. In addition, there is known a technique in which these are arranged side by side in the front-rear and left-right directions and stacked while connecting adjacent connecting frames with an H-shaped connecting piece (Patent Document 1).

しかしながら、上記の充填材のようにH型の連結駒で連結用枠同士を連結するものは、部品数が多く接続作業が面倒であることに加えて、連結用枠同士の連結強度が弱くタイトに連結し難いため、積み上げたときの安定性が不十分であり、大きい外力を受けると、一部の連結駒が破損したり連結がルーズになって、積上げた充填材の変形や崩壊を招く恐れがあった。また、支柱の本数が多く支柱相互の間隔が小さいため、側方から太い流入管や流出管を挿入できないという問題があり、更に、連結用枠に点検口を後加工により設けて上方から点検、保守を行うことが難しいという問題もあった。
特開2000−192516号公報
However, in the case of connecting the connecting frames with the H-shaped connecting piece like the above-mentioned filler, the number of parts is large and the connecting work is troublesome, and the connecting strength between the connecting frames is weak and tight. Since it is difficult to connect to each other, the stability when stacked is insufficient, and if a large external force is applied, some connecting pieces may be damaged or the connection may become loose, causing deformation or collapse of the stacked filler There was a fear. In addition, since the number of columns is large and the distance between columns is small, there is a problem that thick inflow pipes and outflow pipes cannot be inserted from the side. There was also a problem that it was difficult to perform maintenance.
JP 2000-192516 A

本発明は上記の問題に鑑みなされたもので、連結用枠に該当する梁体同士を強固に連結でき、大きい外力が作用しても積上げた充填材の変形や崩壊が生じ難く、施工性が良好で連結駒が一切不要であり、太い流入管等を側方から挿入したり上方から点検などを行うこともできる、地下水槽の充填材と充填構造を提供することを解決課題としている。   The present invention has been made in view of the above problems, and can firmly connect the beam bodies corresponding to the connection frame, and even if a large external force is applied, deformation and collapse of the accumulated filler are difficult to occur, and workability is improved. An object of the present invention is to provide a filling material and a filling structure for an underground water tank that are good and do not require any connecting piece, and that can be inserted from the side or inspected from above.

上記課題を解決するため、本発明に係る地下水槽の充填材は、大径の下端嵌合口と小径の上端嵌合口を備えた合成樹脂製の筒状柱と、この筒状柱を左右に二等分した形状の合成樹脂製の半筒状柱と、上記の筒状柱を前後左右に四等分した形状の合成樹脂製の四半筒状柱と、合成樹脂製の方形の梁体とを有する充填材であって、上記梁体の4つの隅角部を除く上面には、上記筒状柱の下端嵌合口を嵌合させる大径環状溝が形成され、上記梁体の4つの隅角部の上面には、この大径環状溝を四等分した大径の四半環状溝が形成され、上記梁体の4つの隅角部を除く下面には、上記筒状柱の上端嵌合口を嵌合させる小径環状溝が大径環状溝と同心的に形成され、上記梁体の4つの隅角部の下面には、この小径環状溝を四等分した小径の四半環状溝が大径の四半周溝と同心的に形成され、上記梁体の側枠部には円弧状の凹欠部が形成されていることを特徴とするものである。 In order to solve the above-described problems, a filling material for a groundwater tank according to the present invention includes a cylindrical column made of a synthetic resin having a large-diameter lower end fitting port and a small-diameter upper end fitting port, a semi-cylindrical column made of a synthetic resin equal shape, and made of synthetic resin quarter cylindrical pillar having a shape divided into four equal parts to and fro the tubular posts, made of a synthetic resin and a rectangular beam body A large-diameter annular groove for fitting a lower end fitting port of the cylindrical column is formed on the upper surface excluding the four corner portions of the beam body, and has four corner angles of the beam body. A large-diameter quarter-annular groove formed by dividing the large-diameter annular groove into four equal parts is formed on the upper surface of the part, and the upper end fitting opening of the cylindrical column is formed on the lower surface except for the four corners of the beam body. A small-diameter annular groove to be fitted is formed concentrically with the large-diameter annular groove, and a small-diameter quarter-annular groove obtained by dividing the small-diameter annular groove into four equal parts is formed on the lower surface of the four corners of the beam body. Tetra- half grooves concentrically formed in diameter, on the side frame portion of the beam body is characterized in that the concave portion of circular arc shape is formed.

本発明の充填材においては、梁体が正方形の平面形状を有し、その中央部の上面と下面に大径環状溝と小径環状溝が形成されていることが好ましく、また、梁体の小径環状溝の内側に開口部が形成されていることも好ましい。そして、梁体の四辺に、側板の係合突起を係合させる切欠部が形成されていることも好ましい。   In the filler of the present invention, the beam body preferably has a square planar shape, and a large-diameter annular groove and a small-diameter annular groove are preferably formed on the upper surface and the lower surface of the central portion thereof. It is also preferable that an opening is formed inside the annular groove. And it is also preferable that the notch part which engages the engagement protrusion of a side plate is formed in the four sides of a beam body.

本発明に係る地下水槽の充填構造は、上記の充填材を用いて、筒状柱と半筒状柱と四半筒状柱を地下水槽の底板の上に配置し、その上に梁体を前後左右に並べ、各梁体の小径環状溝と、「田」の字状に隣接する4つの梁体の隅角部の小径の四半環状溝が合体して形成される小径の環状溝に、筒状柱の上端嵌合口を下方から嵌合させ、前後左右に並べた梁体の集合体のコーナー部に位置する小径の四半環状溝に、四半筒状柱の上端嵌合口を下方から嵌合させ、梁体の集合体の四辺に沿って互いに隣接する2つの梁体の隅角部の小径の四半環状溝が合体して形成される小径の半環状溝に、半筒状柱の上端嵌合口を下方から嵌合させ、更に梁体の集合体の上に筒状柱と半筒状柱と四半筒状柱を配置し、各梁体の大径環状溝と、「田」の字状に隣接する4つの梁体の隅角部の大径の四半環状溝が合体して形成される大径の環状溝に、筒状柱の下端嵌合口を上方から嵌合させ、梁体の集合体のコーナー部に位置する大径の四半環状溝に四半筒状柱の下端嵌合口を上方から嵌合させ、梁体の集合体の四辺に沿って互いに隣接する2つの梁体の隅角部の大径の四半環状溝が合体して形成される大径の半環状溝に、半筒状柱の下端嵌合口を上方から嵌合させ、このようにして各柱と梁体の集合体とを交互に地下水槽の高さ寸法になるまで積上げた立体構造物の四側面と上面に、側板と天板を取付けたことを特徴とするものである。   The groundwater tank filling structure according to the present invention uses the above-mentioned fillers to dispose a cylindrical column, a semi-cylindrical column, and a quarter-cylindrical column on the bottom plate of the underground water tank, and a beam body on the front and back thereof. In the small-diameter annular groove formed by combining the small-diameter annular grooves of each beam body and the small-diameter quarter-annular grooves at the corners of the four beam bodies adjacent to each other in the shape of a “field”. The upper end fitting port of the cylindrical column is fitted from below, and the upper end fitting port of the quarter cylindrical column is fitted from below into the small-diameter quarter annular groove located at the corner of the aggregate of beams arranged in the front, rear, left and right directions. The upper end fitting opening of the semi-cylindrical column is formed in the small-diameter semi-annular groove formed by combining the small-diameter quarter-annular grooves at the corners of the two beam bodies adjacent to each other along the four sides of the aggregate of the beam bodies. Are fitted from below, and a cylindrical column, a semi-cylindrical column, and a quarter-cylindrical column are arranged on the aggregate of beams, and the large-diameter annular groove of each beam and the shape of a rice field Adjoin The lower end fitting port of the cylindrical column is fitted from above into the large-diameter annular groove formed by combining the large-diameter quarter-annular grooves at the corners of the four beam bodies, and the corner of the aggregate of the beam bodies The lower end fitting port of the quarter cylindrical column is fitted from above into a large-diameter quarter-annular groove located at the top, and the large diameter of the corners of two beam bodies adjacent to each other along the four sides of the aggregate of beam bodies The lower end fitting port of the semi-cylindrical column is fitted from above into a large-diameter semi-annular groove formed by combining the four semi-annular grooves, and each column and aggregate of beam bodies are thus alternately arranged. A side plate and a top plate are attached to the four side surfaces and the upper surface of the three-dimensional structure stacked up to the height of the underground water tank.

本発明の充填構造においては、底板が梁体と実質的に同じ四辺の寸法を有する合成樹脂製の方形の多孔板であって、その4つの隅角部を除く上面に筒状柱の下端嵌合口を嵌合させる大径の環状溝が形成されると共に、4つの隅角部の上面にこの大径の環状溝を四等分した大径の四半環状溝が形成されたものであり、この底板が梁体と同様に前後左右に並べられ、各底板の大径の環状溝と、「田」の字状に隣接する4つの底板の隅角部の四半環状溝が合体して形成される大径の環状溝に、筒状柱の下端嵌合口が上方から嵌合され、前後左右に並べた底板の集合体のコーナー部に位置する大径の四半環状溝に、四半筒状柱の下端嵌合口が上方から嵌合され、底板の集合体の四辺に沿って互いに隣接する2つの底板の隅角部の四半環状溝が合体して形成される大径の半環状溝に、半筒状柱の下端嵌合口が上方から嵌合されていることが好ましい。   In the filling structure of the present invention, the bottom plate is a synthetic resin square perforated plate having substantially the same four side dimensions as the beam body, and the bottom end of the cylindrical column is fitted to the upper surface excluding its four corners. A large-diameter annular groove for fitting the joint is formed, and a large-diameter quarter-annular groove obtained by dividing the large-diameter annular groove into four equal parts is formed on the upper surfaces of the four corners. The bottom plate is arranged side by side in the same manner as the beam body, and is formed by combining the large-diameter annular grooves of each bottom plate and the quarter-annular grooves at the corners of the four bottom plates adjacent to each other in the shape of a “field”. The bottom end of the cylindrical column is fitted into the large-diameter annular groove from above, and the bottom end of the quarter-cylindrical column is inserted into the large-diameter quarter-annular groove located at the corner of the assembly of bottom plates arranged side by side. The fitting port is fitted from above, and the quarter-annular grooves at the corners of the two bottom plates adjacent to each other along the four sides of the bottom plate assembly are combined. The semi-annular groove of a large diameter are made, it is preferable that the lower end of the semi-cylindrical column fitting opening is fitted from above.

そして、底板がその四辺に係合突起を備えたもので、側板として兼用され、各柱と梁体の集合体とを交互に積上げた立体構造物の四側面に露出する梁体の切欠部に上記係合突起を係合させて取付けられていることも好ましい。   And the bottom plate is provided with engagement projections on its four sides, and is also used as a side plate, and it is used as a notch in the beam body exposed on the four sides of the three-dimensional structure in which each column and aggregate of beam bodies are alternately stacked. It is also preferable that the engagement protrusions are engaged and attached.

本発明の充填材は、本発明の充填構造の通りに積上げられるものであるから、「田」の字状に隣接する4つの梁体は、その隅角部の上面側の大径の四半環状溝が合体して形成される大径の環状溝に上方から嵌合された筒状柱の下端嵌合口と、その隅角部の下面側の小径の四半環状溝が合体して形成される小径の環状溝に下方から嵌合された筒状柱の上端嵌合口とによって、4つの隅角部同士が強固に二重連結されて支持され、また、前後左右に並べた梁体の集合体の四辺に沿って隣接する2つの梁体は、その隅角部の上面側の大径の四半環状溝が合体して形成される大径の半環状溝に上方から嵌合された半筒状柱の下端嵌合口と、その隅角部の下面側の小径の四半環状溝が合体して形成される小径の半環状溝に下方から嵌合された半筒状柱の上端嵌合口とによって、2つの隅角部同士が強固に二重連結されて支持される。そして、各梁体は、その上面中央の大径の環状溝と下面中央の小径の環状溝に下端嵌合口と上端嵌合口が嵌合された筒状柱によって支持され、また、梁体の集合体のコーナー部に位置する梁体の隅角部は、四半筒状柱によって支持される。   Since the filler of the present invention is stacked according to the filling structure of the present invention, the four beam bodies adjacent to the shape of the “field” are large-diameter quarter-annular on the upper surface side of the corners. A small diameter formed by combining a lower end fitting port of a cylindrical column fitted from above into a large-diameter annular groove formed by combining the grooves and a small-diameter quarter-annular groove on the lower surface side of the corner portion. The four corners are strongly double-connected and supported by the upper end fitting opening of the cylindrical column fitted into the annular groove from below, and the aggregate of the beam bodies arranged in the front-rear and left-right directions Two beam bodies adjacent along the four sides are semi-cylindrical columns fitted from above into large-diameter semiannular grooves formed by combining large-diameter quarter-annular grooves on the upper surface side of the corners. Of a semi-cylindrical column fitted from below into a small-diameter semi-annular groove formed by combining a lower-end fitting port of the small-diameter and a small-diameter quarter-annular groove on the lower surface side of the corner portion thereof By the end fitting opening, the two corner portions is supported by being rigidly doubly linked. Each beam body is supported by a cylindrical column in which a lower end fitting port and an upper end fitting port are fitted into a large-diameter annular groove at the center of the upper surface and a small-diameter annular groove at the center of the lower surface. The corners of the beam located at the corners of the body are supported by the quarter cylinder.

このように、本発明の充填材を用いた充填構造は、梁体同士が筒状柱と半筒状柱によって強固に二重連結され、各梁体の中央と隅角部が筒状柱と半筒状柱と四半筒状柱によって均等に支持されながら積み上げられるため、強度と積上げの安定性に優れており、上方や側方から大きい外力が作用しても、積上げた立体構造物が変形したり崩壊する心配は殆どなく、従来の連結駒も一切不要となる。しかも、梁体の集合体の四辺から柱が外側に出ないように、集合体の四辺に沿って半筒状柱を配置すると共に、集合体のコーナー部に四半筒状柱を配置して積上げているため、立体構造物の四側面が突起物のない平坦面となり、側板の取付けが容易になる。また、本発明の充填材を用いた充填構造は、梁体に対する各柱の本数が少なく、積上げた立体構造物の側面における半筒状柱相互の間隔や半筒状柱と四半筒状柱との間隔が広いことに加えて、梁体の側枠部に円弧状の凹欠部が形成されているため、側方から太い流入管や流出管を挿入することができる。そして、梁体の小径環状溝の内側に開口部が形成されているので、積上げた筒状柱が該開口部によって上下に連通することになり、この上下に連通した筒状柱を利用して上方から点検等を行うこともできる。 Thus, in the filling structure using the filler of the present invention, the beam bodies are strongly double-connected by the cylindrical column and the semi-cylindrical column, and the center and corners of each beam unit are the cylindrical column. order to be stacked while being uniformly supported by the semi-cylindrical pillars and quarter cylindrical pillars, is excellent in the stability of stacking strength, also act large external force from the top and the side, three-dimensional structure raised product is There is almost no fear of deformation or collapse, and no conventional connecting piece is required. In addition, a semi-cylindrical column is arranged along the four sides of the aggregate so that the columns do not protrude outward from the four sides of the aggregate of beams, and a quarter-cylindrical column is arranged at the corner of the aggregate and stacked. Therefore, the four side surfaces of the three-dimensional structure become flat surfaces without protrusions, and the side plates can be easily attached. The filling structure using the filler of the present invention, the number of the column with respect to the beam body is rather small, semi-cylindrical pillar mutual spacing and the semi-cylindrical pillars and quarter cylindrical on the side of the three-dimensional structure raised product In addition to the wide space between the pillars, the side frame portion of the beam body has an arcuate recess, so that a thick inflow pipe or outflow pipe can be inserted from the side. Since the opening is formed inside the small-diameter annular groove of the beam body, the stacked cylindrical pillars communicate with each other up and down by the openings, and the cylindrical pillars communicated with the top and bottom are utilized. Inspection etc. can also be performed from above.

また、底板が前記のような大径の環状溝と大径の四半環状溝を形成した方形の多孔板であると、この底板を前後左右に並べて、前記のように筒状柱、半筒状柱、四半筒状柱のそれぞれの下端嵌合口を、各底板の環状溝、四半環状溝が合体して形成される環状溝及び半環状溝、コーナー部の四半周溝に嵌合させることによって、これらの柱を位置決めしながら簡単に配置することができると共に、筒状柱や半筒状柱によって各底板を連結することができるため、施工性が大幅に向上する。そして、底板の四辺に係合突起を形成したものは、前記のように側板として兼用し、充填材を積上げた立体構造物の四側面に露出する梁体の切欠部に係合突起を係合させることによって、立体構造物の四側面に簡単に取付けることができる。   Also, if the bottom plate is a square perforated plate formed with a large-diameter annular groove and a large-diameter quarter-annular groove as described above, the bottom plate is arranged in the front-rear and left-right directions, and the cylindrical column, semi-cylindrical shape as described above By fitting the lower end fitting opening of each of the pillar and the quarter cylindrical pillar into the annular groove of each bottom plate, the annular groove and the semi-annular groove formed by combining the quarter annular grooves, the quarter circumferential groove of the corner part, Since these columns can be easily arranged while positioning, and each bottom plate can be connected by a cylindrical column or a semi-cylindrical column, the workability is greatly improved. And the ones with engaging projections formed on the four sides of the bottom plate are also used as side plates as described above, and the engaging projections are engaged with the notches of the beam exposed on the four sides of the three-dimensional structure piled up with the filler. By doing so, it can be easily attached to the four side surfaces of the three-dimensional structure.

以下、図面を参照して本発明の具体的な実施形態を詳述する。   Hereinafter, specific embodiments of the present invention will be described in detail with reference to the drawings.

図1は本発明に係る地下水槽の充填材の構成部材である梁体の斜視図、図2は裏返しにした同梁体の斜視図、図3は同充填材の構成部材である筒状柱の斜視図、図4は同充填材の構成部材である半筒状柱の斜視図、図5は同充填材の構成部材である四半筒状柱の斜視図、図6は本発明に係る地下水槽の充填構造に用いる底板の斜視図、図7の(a)は側板を梁体に取付ける前の状態を示す拡大部分斜視図、図7の(b)は側板を梁体に取付けた後の状態を示す拡大部分斜視図、図8は前後左右に並べた底板に筒状柱、半筒状柱、四半筒状柱を配置したところを示す斜視図、図9は本発明に係る充填材を用いた充填構造の組立て方を説明する斜視図、図10は本発明に係る地下水槽の充填構造を示す概略全体図である。 FIG. 1 is a perspective view of a beam body that is a constituent member of a filling material for a groundwater tank according to the present invention, FIG. 2 is a perspective view of the inverted beam body, and FIG. 3 is a cylindrical column that is a constituent member of the filler material. FIG. 4 is a perspective view of a semi-cylindrical column that is a constituent member of the filler, FIG. 5 is a perspective view of a quarter-cylindrical column that is a constituent member of the filler, and FIG. 6 is an underground according to the present invention. FIG. 7A is an enlarged partial perspective view showing the state before the side plate is attached to the beam body, and FIG. 7B is a view after the side plate is attached to the beam body. enlarged partial perspective view showing a state, FIG. 8 is a tubular column at the bottom plate side by side before and after semi-cylindrical columns, perspective view of a place of arranging the quarter cylindrical pillar, a filling material according to Figure 9 invention perspective view for explaining the assembling direction of the filling structure using, FIG. 10 is a schematic overall view showing a packing structure of the underground water tank according to the present invention.

本発明に係る地下水槽の充填材は、図1、図2に示す合成樹脂製の梁体1と、図3、図4、図5にそれぞれ示す合成樹脂製の筒状柱2、半筒状柱3、四半筒状柱4とからなる。   The filling material of the underground water tank according to the present invention includes a synthetic resin beam 1 shown in FIGS. 1 and 2, a synthetic resin cylindrical column 2 and a semi-cylindrical shape shown in FIGS. 3, 4, and 5, respectively. It consists of a pillar 3 and a quarter cylindrical pillar 4.

筒状柱2は、図3に示すように、大径の下端嵌合口2aと小径の上端嵌合口2bを備えたテーパー付きの異径円筒状の柱である。その大きさや肉厚は特に制限されないが、強度、運搬性、取扱性等を考慮すると、高さを250〜500mm程度、下端嵌合口2aの口径を200mm程度、上端嵌合口2bの口径を150mm程度、肉厚を1〜5mm程度に設定することが好ましい。   As shown in FIG. 3, the cylindrical column 2 is a tapered cylindrical column with a tapered diameter having a large-diameter lower end fitting port 2 a and a small-diameter upper end fitting port 2 b. The size and thickness are not particularly limited, but considering the strength, transportability, handling, etc., the height is about 250 to 500 mm, the lower end fitting port 2 a is about 200 mm, and the upper end fitting port 2 b is about 150 mm. The wall thickness is preferably set to about 1 to 5 mm.

半筒状柱3は、図4に示すように、前記の筒状柱2を左右に二等分した形状を有するもので、前記の下端嵌合口2aを二等分した形状の下端嵌合口3aと、前記の上端嵌合口2bを二等分した形状の上端嵌合口3bを備えたテーパー付きの異径半円筒状の柱である。また、四半筒状柱4は、図5に示すように、前記の筒状柱2を前後左右に四等分した形状を有するもので、前記の下端嵌合口2aを四等分した形状の下端嵌合口4aと、前記の上端嵌合口2bを四等分した形状の上端嵌合口4bを備えたテーパー付きの異径四半円筒状の柱である。   As shown in FIG. 4, the semi-cylindrical column 3 has a shape obtained by dividing the cylindrical column 2 into left and right parts, and a lower end fitting port 3a having a shape obtained by dividing the lower end fitting port 2a into two equal parts. And a tapered semi-cylindrical column with a tapered end provided with an upper end fitting port 3b having a shape obtained by dividing the upper end fitting port 2b into two equal parts. Further, as shown in FIG. 5, the quarter cylindrical column 4 has a shape obtained by dividing the cylindrical column 2 into four parts in the front, rear, left and right directions, and has a lower end formed by dividing the lower end fitting port 2 a into four equal parts. This is a tapered quadrangular cylindrical column having a tapered shape and having a fitting port 4a and an upper end fitting port 4b having a shape obtained by dividing the upper end fitting port 2b into four equal parts.

一方、梁体1は、図1に示すように正方形の平面形状を有するもので、その中央部の上面には、前記筒状柱2の大径の下端嵌合口2aを嵌合させる大径環状溝1aが形成されており、この大径環状溝1aを四等分した大径の四半環状溝1bが、梁体1の4つの隅角部の上面にそれぞれ形成されている。そして、図2に示すように、この梁体1の中央部の下面には、前記筒状柱2の小径の上端嵌合口2bを嵌合させる小径環状溝1cが形成されており、この小径環状溝1cを四等分した小径の四半環状溝1dが、梁体1の4つの隅角部の下面にそれぞれ形成されている。   On the other hand, the beam body 1 has a square planar shape as shown in FIG. 1, and has a large-diameter annular shape for fitting a large-diameter lower end fitting port 2a of the cylindrical column 2 on the upper surface of the center portion thereof. Grooves 1a are formed, and large-diameter quarter-annular grooves 1b obtained by equally dividing the large-diameter annular groove 1a are formed on the upper surfaces of the four corners of the beam body 1, respectively. As shown in FIG. 2, a small-diameter annular groove 1c for fitting the small-diameter upper end fitting port 2b of the cylindrical column 2 is formed on the lower surface of the central portion of the beam body 1. Small-diameter quarter-annular grooves 1d obtained by dividing the groove 1c into four equal parts are formed on the lower surfaces of the four corner portions of the beam body 1, respectively.

図1に示すように、この梁体1は、四辺の側枠部1eと、その内側の環状内枠部1fと、大径環状溝1aの外周壁と、大径の四半環状溝1bの湾曲外壁とが、前後・左右・斜め方向に延びる多数の連結片1gによって連結一体化された構造を有しており、下面の小径環状溝1cの内周壁の内側は円形の開口部1hとなっている。そして、四辺の側枠部1eには、後述する側板の係合突起を係合させる切欠部1iが二箇所ずつ形成されており、また、図2に示すように、各側枠部1eの中央部下端と環状内枠部1fの前後左右の下端には、円弧状の凹欠部1jが形成されている。この凹欠部1jは、本発明の充填材を積上げたときに、側方から、より太い流入管や流出管を挿入可能とするために形成されたものである。   As shown in FIG. 1, the beam body 1 includes a side frame portion 1e having four sides, an annular inner frame portion 1f on the inside thereof, an outer peripheral wall of a large-diameter annular groove 1a, and a curve of a large-diameter quarter-annular groove 1b. The outer wall has a structure integrated and connected by a large number of connecting pieces 1g extending in the front-rear, left-right, and diagonal directions, and the inside of the inner peripheral wall of the small-diameter annular groove 1c on the lower surface is a circular opening 1h. Yes. The four side frame portions 1e are provided with two notches 1i for engaging side plate engagement projections, which will be described later, and as shown in FIG. 2, the center of each side frame portion 1e. Arc-shaped concave notches 1j are formed at the front and rear, left and right lower ends of the lower end of the portion and the annular inner frame portion 1f. The recess 1j is formed so that a thicker inflow pipe or outflow pipe can be inserted from the side when the filler of the present invention is stacked.

梁体1の大きさは特に限定されないが、前記筒状柱2等とのバランス、強度、運搬性、取扱性などを考慮すると、一辺の長さを500mm程度、高さ(上下厚み)を50mm程度に設定することが好ましい。なお、大径環状溝1aの直径が前記筒状柱2の下端嵌合口2aの口径と同一に設定され、小径環状溝1cの直径が前記筒状柱2の上端嵌合口2bの口径と同一に設定され、これらの環状溝1a,1cの溝幅が前記筒状柱2の肉厚よりも少し広く設定されることは言うまでもない。   The size of the beam body 1 is not particularly limited, but considering the balance with the cylindrical column 2 and the like, strength, transportability, handleability, etc., the length of one side is about 500 mm and the height (vertical thickness) is 50 mm. It is preferable to set the degree. The diameter of the large-diameter annular groove 1a is set to be the same as the diameter of the lower end fitting port 2a of the cylindrical column 2, and the diameter of the small-diameter annular groove 1c is the same as the diameter of the upper end fitting port 2b of the cylindrical column 2. Needless to say, the groove widths of the annular grooves 1a and 1c are set slightly wider than the thickness of the cylindrical column 2.

本発明に係る地下水槽の充填構造は、図10に示すように、既述した枠体1と筒状柱2と半筒状柱3と四半筒状柱4とを有する充填材を用いて、地下水槽の底板5の上に後述する要領で組立てた立体構造物の四側面と上面に側板6と天板7を取付けたものである。 As shown in FIG. 10, the filling structure of the underground water tank according to the present invention uses the filler having the frame body 1, the cylindrical column 2, the semi-cylindrical column 3, and the quarter-cylindrical column 4 described above. The side plate 6 and the top plate 7 are attached to the four side surfaces and the upper surface of the three-dimensional structure assembled in the manner described later on the bottom plate 5 of the underground water tank .

この充填構造に用いる底板5は、図6に示すように、前記梁体1と実質的に同じ四辺の寸法を有する合成樹脂製の正方形の多孔板(但し、図6では孔が図示されていない)であって、この底板5の中央部の上面には、前記筒状柱2の下端嵌合口2aを嵌合させる大径の環状溝5aが形成されており、4つの隅角部の上面には、上記の環状溝5aを四等分した大径の四半環状溝5bが形成されている。そして、前後・左右・斜めに延びるリブ5cと環状のリブ溝5dが形成されて底板5の強度や剛性が高められており、また、底板5の四辺には前記梁体1の切欠部1iに係合させる係合突起5eが二つずつ形成されている。この係合突起5eは、底板5を側板6として兼用する場合に必要なものであり、兼用しない場合はなくてもよい。   As shown in FIG. 6, the bottom plate 5 used in this filling structure is a synthetic resin square perforated plate having substantially the same four side dimensions as the beam body 1 (however, no holes are shown in FIG. 6). And a large-diameter annular groove 5a for fitting the lower end fitting opening 2a of the cylindrical column 2 is formed on the upper surface of the central portion of the bottom plate 5, and the upper surfaces of the four corner portions are formed. Is formed with a large-diameter quarter-annular groove 5b obtained by dividing the annular groove 5a into four equal parts. Further, ribs 5c that extend in the front-rear, left-right, and diagonal directions and an annular rib groove 5d are formed to increase the strength and rigidity of the bottom plate 5, and the four sides of the bottom plate 5 are provided with cutout portions 1i of the beam body 1. Two engaging protrusions 5e to be engaged are formed. The engaging protrusion 5e is necessary when the bottom plate 5 is also used as the side plate 6, and may not be used when the bottom plate 5 is not used as the side plate 6.

本発明の充填構造を組立てる場合は、先ず、図8に示すように底板5を地下水槽の底に前後左右に並べて、その上に筒状柱2、半筒状柱3、四半筒状柱4を配置し、各底板5の中央の環状溝5aと、「田」の字状に隣接する4つの底板5の隅角部の四半環状溝5bが合体して形成される環状溝に、筒状柱2の下端嵌合口2aを上方から嵌合させ、前後左右に並べた底板5の集合体のコーナー部に位置する四半環状溝5bに、四半筒状柱4の下端嵌合口4aを上方から嵌合させ、底板5の集合体の四辺に沿って互いに隣接する2つの底板5の隅角部の四半環状溝5bが合体して形成される半環状溝に、半筒状柱3の下端嵌合口3aを上方から嵌合させる。このようにすると、「田」の字状に隣接する4つの底板5は、その隅角部の四半環状溝5bが合体して形成される環状溝に嵌合された筒状柱2の下端嵌合口2aによって4つの隅角部同士が強固に連結され、底板の集合体の四辺に沿って隣接する2つの底板5は、その隅角部の四半環状溝5bが合体して形成される半環状溝に嵌合された半筒状柱3の下端嵌合口3aによって2つの隅角部同士が強固に連結される。   When assembling the filling structure of the present invention, first, as shown in FIG. 8, the bottom plate 5 is arranged on the bottom of the underground water tank in the front-rear and left-right directions, and the cylindrical column 2, the semi-cylindrical column 3, and the quarter-cylindrical column 4 are placed thereon. In the annular groove formed by combining the annular groove 5a at the center of each bottom plate 5 and the quarter-annular grooves 5b at the corners of the four bottom plates 5 adjacent to each other in the shape of a "field". The lower end fitting opening 2a of the column 2 is fitted from above, and the lower end fitting opening 4a of the quarter cylindrical pillar 4 is fitted from above into the quarter annular groove 5b located at the corner of the aggregate of the bottom plates 5 arranged in the front, rear, left and right directions. And a lower end fitting opening of the semi-cylindrical column 3 in a semi-annular groove formed by combining the four semi-annular grooves 5b at the corners of two bottom plates 5 adjacent to each other along the four sides of the aggregate of the bottom plates 5 3a is fitted from above. In this way, the four bottom plates 5 adjacent to each other in the shape of the “field” are fitted at the lower ends of the cylindrical pillars 2 fitted into the annular grooves formed by combining the quarter annular grooves 5b at the corners. The four corners are firmly connected to each other by the joint 2a, and the two bottom plates 5 adjacent to each other along the four sides of the aggregate of the bottom plates are formed in a semicircular shape formed by combining the four semi-annular grooves 5b at the corners. The two corner portions are firmly connected to each other by the lower end fitting port 3a of the semi-cylindrical column 3 fitted in the groove.

次いで、図9に示すように、梁体1を上記の柱2,3,4の上に前後左右に並べ、各梁体1の下面中央の小径環状溝1cと、「田」の字状に隣接する4つの梁体1の隅角部下面の小径の四半環状溝1dが合体して形成される小径の環状溝に、筒状柱2の上端嵌合口2bを下方から嵌合させ、前後左右に並べた梁体1の集合体のコーナー部に位置する小径の四半環状溝1dに、四半筒状柱4の上端嵌合口4bを下方から嵌合させ、梁体の集合体の四辺に沿って互いに隣接する2つの梁体1の隅角部下面の小径の四半環状溝1dが合体して形成される小径の半環状溝に、半筒状柱3の上端嵌合口3bを下方から嵌合させる。そして、この梁体1の集合体の上に筒状柱2と半筒状柱3と四半筒状柱4を配置し、各梁体1の上面の大径環状溝1aと、「田」の字状に隣接する4つの梁体1の隅角部上面の大径の四半環状溝1bが合体して形成される大径の環状溝に、筒状柱2の下端嵌合口2aを上方から嵌合させ、梁体1の集合体のコーナー部に位置する大径の四半環状溝1bに四半筒状柱4の下端嵌合口4aを上方から嵌合させ、梁体の集合体の四辺に沿って互いに隣接する2つの梁体1の隅角部上面の大径の四半環状溝1bが合体して形成される大径の半環状溝に、半筒状柱3の下端嵌合口3aを上方から嵌合させる。   Next, as shown in FIG. 9, the beam bodies 1 are arranged on the pillars 2, 3 and 4 in the front-rear and left-right directions, and the small-diameter annular groove 1 c at the center of the lower surface of each beam body 1 The upper end fitting port 2b of the cylindrical pillar 2 is fitted from below into a small-diameter annular groove formed by combining small-diameter quarter-annular grooves 1d on the lower surface of the corners of the adjacent four beam bodies 1, and the front, rear, left, right The upper end fitting opening 4b of the quarter cylindrical column 4 is fitted from below into the small-diameter quarter-annular groove 1d located at the corner of the aggregate of the beam bodies 1 arranged in a row, along the four sides of the aggregate of the beam bodies. The upper end fitting port 3b of the semi-cylindrical column 3 is fitted from below into the small-diameter semi-annular groove formed by combining the small-diameter quarter-annular grooves 1d on the lower surface of the corners of the two beam bodies 1 adjacent to each other. . And the cylindrical column 2, the semi-cylindrical column 3, and the quarter-cylindrical column 4 are arranged on the aggregate of the beam bodies 1, the large-diameter annular groove 1a on the upper surface of each beam body 1, and the "field" The lower end fitting port 2a of the cylindrical column 2 is fitted from above into the large-diameter annular groove formed by combining the large-diameter quarter-annular grooves 1b on the upper surfaces of the corners of the four beam bodies 1 adjacent to each other in a letter shape. The lower end fitting opening 4a of the quarter cylindrical column 4 is fitted from above into a large-diameter quarter annular groove 1b located at the corner of the aggregate of the beam bodies 1 along the four sides of the aggregate of beam bodies. The lower end fitting port 3a of the semi-cylindrical column 3 is fitted from above into a large-diameter semi-annular groove formed by combining large-diameter quarter-annular grooves 1b on the upper surface of the corners of two adjacent beam bodies 1. Combine.

上記の要領で、本発明の充填材の構成部材である各柱2,3,4と梁体1の集合体とを交互に地下水槽の高さ寸法になるまで積上げ、図10に示すように、この積上げた立体構造物の四側面と上面に側板6と天板7を取付ける。この実施形態の充填構造では、側板6として前記の底板5を兼用し、図7の(a)(b)に示すように、側板6として兼用した底板5の係合突起5eを、積上げた立体構造物の四側面に露出する梁体1の切欠部1iに係合させることによって、図10に示すように梁体二段に対して側板一枚の割合で取付けている。そして、底板5を裏返しにして天板7として兼用し、この底板5を最上段のそれぞれの梁体1の上に載置すると共に、係合突起5eが邪魔にならないように梁体1の切欠部1iに係合突起5eを挿入している。   In the above-described manner, the pillars 2, 3, 4 and the assembly of the beam bodies 1 which are constituent members of the filler of the present invention are alternately stacked until the height of the underground water tank is reached, as shown in FIG. The side plate 6 and the top plate 7 are attached to the four side surfaces and the upper surface of the stacked three-dimensional structure. In the filling structure of this embodiment, the above-mentioned bottom plate 5 is also used as the side plate 6, and the engagement projections 5e of the bottom plate 5 also used as the side plate 6 are stacked as shown in FIGS. 7 (a) and 7 (b). By engaging with the notches 1i of the beam body 1 exposed on the four side surfaces of the structure, as shown in FIG. 10, the side plate is attached to the two stages of the beam body. Then, the bottom plate 5 is turned upside down to be used as the top plate 7, and the bottom plate 5 is placed on the respective uppermost beam bodies 1 and the notches of the beam body 1 are cut out so that the engaging projections 5e do not get in the way. The engaging protrusion 5e is inserted into the part 1i.

このような充填構造の地下水槽では、図10に示すように、必要に応じて底板5の下側及び側板6の外側に透水性又は遮水性のシート8が設けられ、天板7の上側には透水性のシート9が設けられる。そして、側板6とシート8に開口が形成され、この開口を通して流入管10や流出管11が充填材を積み上げた立体構造物の側面に挿入される。その場合、梁体1や各柱2,3,4が既述した寸法であると、管径が200mm程度の太い流入管10や流出管11を挿入することができる。   In the groundwater tank having such a filling structure, as shown in FIG. 10, a water-permeable or water-impervious sheet 8 is provided on the lower side of the bottom plate 5 and the outside of the side plate 6 as necessary, and on the upper side of the top plate 7. Is provided with a water-permeable sheet 9. And the opening is formed in the side plate 6 and the sheet | seat 8, and the inflow tube 10 and the outflow tube 11 are inserted in the side surface of the solid structure which piled up the filler through this opening. In that case, if the beam body 1 and the columns 2, 3 and 4 have the dimensions described above, a thick inflow pipe 10 and outflow pipe 11 having a pipe diameter of about 200 mm can be inserted.

また、図10に示すように、必要に応じて天板7とその上の透水性シート9に開口が形成され、この開口を通して点検口となる蓋付きの縦管12が挿入されて最上段の梁体1の大径環状溝1aに嵌着される。このように蓋付きの縦管12を設けると、その下方のそれぞれの筒状柱2が既述したように連通しているため、この縦管12の蓋を外して地上から地下水槽の内部点検等をすることができる。   Further, as shown in FIG. 10, an opening is formed in the top plate 7 and the water permeable sheet 9 thereover as necessary, and a vertical tube 12 with a lid serving as an inspection port is inserted through this opening, and the uppermost stage is inserted. The large-diameter annular groove 1a of the beam body 1 is fitted. When the vertical tube 12 with a lid is provided in this way, the respective cylindrical pillars 2 below it communicate with each other as described above. Therefore, the lid of the vertical tube 12 is removed and an internal inspection of the underground water tank is performed from the ground. Etc.

以上のように本発明の充填材を用いて組立てた充填構造によれば、「田」の字状に隣接する4つの梁体1は、その隅角部の上面側の大径の四半環状溝1bが合体して形成される大径の環状溝に上方から嵌合された筒状柱2の下端嵌合口2aと、その隅角部の下面側の小径の四半環状溝1dが合体して形成される小径の環状溝に下方から嵌合された筒状柱2の上端嵌合口2bとによって、4つの隅角部同士が強固に二重連結されて支持され、また、前後左右に並べた梁体の集合体の四辺に沿って隣接する2つの梁体1は、その隅角部の上面側の大径の四半環状溝1bが合体して形成される大径の半環状溝に上方から嵌合された半筒状柱3の下端嵌合口3aと、その隅角部の下面側の小径の四半環状溝1dが合体して形成される小径の半環状溝に下方から嵌合された半筒状柱3の上端嵌合口3bとによって、2つの隅角部同士が強固に二重連結されて支持される。そして、各梁体1は、その上面中央の大径の環状溝1aと下面中央の小径の環状溝1cにそれぞれ下端嵌合口2aと上端嵌合口2aが嵌合された筒状柱2によって支持され、また、梁体の集合体のコーナー部に位置する梁体1の隅角部は、四半筒状柱4によって支持される。このように、本発明の充填材を用いて組立てた充填構造は、梁体1同士が筒状柱2と半筒状柱3によって強固に二重連結され、各梁体1の中央と隅角部が筒状柱2と半筒状柱3と四半筒状柱4によって均等に支持されながら積み上げられるため、強度と積上げの安定性に優れており、上方や側方から大きい外力が作用しても、この充填材を用いて組立てた立体構造物が変形したり崩壊する心配は殆どなく、また、従来の連結駒を一切使用しないで充填材の積上げ作業を簡単に行えるので施工性が良好である。しかも、梁体1の集合体の四辺から柱が外側に出ないように、集合体の四辺に沿って半筒状柱3を配置すると共に、集合体のコーナー部に四半筒状柱4を配置して積上げているため、積上げた立体構造物の四側面が突起物のない平坦面となって側板6(5)の取付け容易であり、更に、梁体1の側枠部1eに円弧状の凹欠部1jを形成しているため、側方から、より太い流入管や流出管を挿入することが可能である。 As described above, according to the filling structure assembled by using the filler of the present invention, the four beam bodies 1 adjacent to each other in the shape of the “field” are large-diameter quarter-annular grooves on the upper surface side of the corners. The lower end fitting port 2a of the cylindrical column 2 fitted from above to the large-diameter annular groove formed by combining 1b and the small-diameter quarter-annular groove 1d on the lower surface side of the corner portion are formed by combining. The four corners are strongly double-coupled and supported by the upper end fitting opening 2b of the cylindrical column 2 fitted from below into the small-diameter annular groove formed, and the beams arranged in the front, rear, left and right directions Two beam bodies 1 adjacent to each other along the four sides of the body assembly are fitted from above into a large-diameter semi-annular groove formed by combining large-diameter quarter-annular grooves 1b on the upper surface side of the corners. A small-diameter semi-annular groove formed by combining the lower end fitting port 3a of the combined semi-cylindrical column 3 and the small-diameter quarter-annular groove 1d on the lower surface side of the corner portion thereof. The mated upper end fitting opening 3b of the semi-cylindrical pillar 3 from the side, the two corner portions is supported by being rigidly doubly linked. Each beam body 1 is supported by a cylindrical column 2 in which a lower end fitting port 2a and an upper end fitting port 2a are fitted into a large-diameter annular groove 1a at the center of the upper surface and a small-diameter annular groove 1c at the center of the lower surface, respectively. Further, the corner portion of the beam body 1 positioned at the corner portion of the aggregate of the beam bodies is supported by the quarter cylindrical column 4. Thus, in the filling structure assembled using the filler according to the present invention, the beam bodies 1 are strongly double-connected by the cylindrical column 2 and the semi-cylindrical column 3, and the center and corner angle of each beam body 1 are combined. Since the parts are stacked while being evenly supported by the cylindrical column 2, the semi-cylindrical column 3 and the quarter-cylindrical column 4, the strength and stability of the stacking are excellent, and a large external force acts from above or from the side. However, there is almost no fear that the three-dimensional structure assembled with this filler will be deformed or collapsed, and the workability is good because the filler can be easily stacked without using any conventional connecting piece. is there. In addition, the semi-cylindrical columns 3 are arranged along the four sides of the aggregate so that the columns do not protrude from the four sides of the aggregate of the beam bodies 1, and the quarter-cylindrical columns 4 are arranged at the corners of the aggregate. since the stacked and, mounting facilitates der four sides is a flat surface without protrusions plate 6 (5) of the stacked three-dimensional structure is, furthermore, a circle on the side frame portion 1e of Haritai 1 since forming the arcuate concave portion 1j, from the side, Ru can der to insert thicker inlet pipe and outlet pipe.

本発明に係る地下水槽の充填材の構成部材である梁体の斜視図である。It is a perspective view of the beam which is a structural member of the filling material of the underground water tank which concerns on this invention. 裏返しにした同梁体の斜視図である。It is a perspective view of the same beam body turned upside down. 同充填材の構成部材である筒状柱の斜視図である。It is a perspective view of the cylindrical pillar which is a structural member of the filler. 同充填材の構成部材である半筒状柱の斜視図である。It is a perspective view of the semi-cylindrical pillar which is a structural member of the filler. 同充填材の構成部材である四半筒状柱の斜視図である。It is a perspective view of the quarter cylinder column which is a constituent member of the filler. 本発明に係る地下水槽の充填構造に用いる底板の斜視図である。It is a perspective view of the baseplate used for the filling structure of the underground water tank which concerns on this invention. (a)は側板を梁体に取付ける前の状態を示す拡大部分斜視図であり、(b)は側板を梁体に取付けた後の状態を示す拡大部分斜視図である。(A) is an expanded partial perspective view which shows the state before attaching a side plate to a beam body, (b) is an enlarged partial perspective view which shows the state after attaching a side plate to a beam body. 前後左右に並べた底板に筒状柱、半筒状柱、四半筒状柱を配置したところを示す斜視図である。It is a perspective view which shows the place which has arrange | positioned the cylindrical pillar, the semi-cylindrical pillar, and the quarter-cylindrical pillar to the baseplate arranged in the front and rear, right and left. 本発明に係る充填材を用いた充填構造の組立て方を説明する斜視図である。It is a perspective view explaining how to assemble a filling structure using the filler according to the present invention. 本発明に係る地下水槽の充填構造を示す概略全体図である。It is a schematic whole figure which shows the filling structure of the underground water tank which concerns on this invention.

符号の説明Explanation of symbols

1 梁体
1a 大径環状溝
1b 大径の四半環状溝
1c 小径環状溝
1d 小径の四半環状溝
1h 開口部
1i 切欠部
2 筒状柱
2a 筒状柱の下端嵌合口
2b 筒状柱の上端嵌合口
3 半筒状柱
3a 半筒状柱の下端嵌合口
3b 半筒状柱の上端嵌合口
4 四半筒状柱
4a 四半筒状柱の下端嵌合口
4b 四半筒状柱の上端嵌合口
5 底板
5a 底板の大径の環状溝
5b 底板の大径の四半環状溝
5e 係合突起
6 側板
7 天板
10 流入管
11 流出管
12 点検口となる蓋付きの縦管
DESCRIPTION OF SYMBOLS 1 Beam body 1a Large-diameter annular groove 1b Large-diameter quarter-annular groove 1c Small-diameter annular groove 1d Small-diameter quarter-annular groove 1h Opening 1i Notch 2 Cylindrical column 2a Lower end fitting port of cylindrical column 2b Upper end fitting of cylindrical column Joint port 3 Semi-cylindrical column 3a Lower end fitting port of semi-cylindrical column 3b Upper end fitting port of semi-cylindrical column 4 Quarter tubular column 4a Lower end fitting port of quarter cylindrical column 4b Upper end fitting port of quarter cylindrical column 5 Bottom plate 5a Large-diameter annular groove 5b in the bottom plate 5b Semi-circular groove in the large-diameter bottom plate 5e Engaging projection 6 Side plate 7 Top plate 10 Inflow pipe 11 Outflow pipe 12 Vertical pipe with a lid as an inspection port

Claims (7)

大径の下端嵌合口と小径の上端嵌合口を備えた合成樹脂製の筒状柱と、この筒状柱を左右に二等分した形状の合成樹脂製の半筒状柱と、上記の筒状柱を前後左右に四等分した形状の合成樹脂製の四半筒状柱と、合成樹脂製の方形の梁体とを有する充填材であって、上記梁体の4つの隅角部を除く上面には、上記筒状柱の下端嵌合口を嵌合させる大径環状溝が形成され、上記梁体の4つの隅角部の上面には、この大径環状溝を四等分した大径の四半環状溝が形成され、上記梁体の4つの隅角部を除く下面には、上記筒状柱の上端嵌合口を嵌合させる小径環状溝が大径環状溝と同心的に形成され、上記梁体の4つの隅角部の下面には、この小径環状溝を四等分した小径の四半環状溝が大径の四半環状溝と同心的に形成され、上記梁体の側枠部には円弧状の凹欠部が形成されていることを特徴とする地下水槽の充填材。 A synthetic resin cylindrical column having a large-diameter lower end fitting port and a small-diameter upper end fitting port, a synthetic resin semi-cylindrical column having a shape obtained by dividing the cylindrical column into left and right parts, and the above cylinder A filling material having a synthetic resin quarter-cylindrical column that is formed by dividing a cylindrical column into front, rear, left and right, and a synthetic resin rectangular beam, excluding the four corners of the beam A large-diameter annular groove for fitting the lower end fitting opening of the cylindrical column is formed on the upper surface, and a large diameter obtained by dividing the large-diameter annular groove into four equal parts on the upper surface of the four corners of the beam body. A small-diameter annular groove for fitting the upper end fitting port of the cylindrical column is formed concentrically with the large-diameter annular groove on the lower surface excluding the four corners of the beam body, On the lower surface of the four corners of the beam body, a small-diameter quarter-annular groove formed by equally dividing the small-diameter annular groove is formed concentrically with the large-diameter quarter-annular groove, and is formed on the side frame of the beam body. Is Fillers underground water tank, wherein a concave portion of the arcuate is formed. 上記梁体が正方形の平面形状を有し、その中央部の上面と下面に大径環状溝と小径環状溝が形成されている請求項1に記載の地下水槽の充填材。   The filler for a groundwater tank according to claim 1, wherein the beam body has a square planar shape, and a large-diameter annular groove and a small-diameter annular groove are formed on an upper surface and a lower surface of a central portion thereof. 上記梁体の小径環状溝の内側に開口部が形成されている請求項1又は請求項2に記載の地下水槽の充填材。   The filling material for a groundwater tank according to claim 1 or 2, wherein an opening is formed inside the small-diameter annular groove of the beam body. 上記梁体の四辺に、側板の係合突起を係合させる切欠部が形成されている請求項1ないし請求項3のいずれかに記載の地下水槽の充填材。   The filling material for a groundwater tank according to any one of claims 1 to 3, wherein a notch for engaging an engagement protrusion of a side plate is formed on four sides of the beam body. 請求項1ないし請求項4のいずれかに記載の地下水槽の充填材を用いて、その筒状柱と半筒状柱と四半筒状柱を地下水槽の底板の上に配置し、その上に梁体を前後左右に並べ、各梁体の小径環状溝と、「田」の字状に隣接する4つの梁体の隅角部の小径の四半環状溝が合体して形成される小径の環状溝に、筒状柱の上端嵌合口を下方から嵌合させ、前後左右に並べた梁体の集合体のコーナー部に位置する小径の四半環状溝に、四半筒状柱の上端嵌合口を下方から嵌合させ、梁体の集合体の四辺に沿って互いに隣接する2つの梁体の隅角部の小径の四半環状溝が合体して形成される小径の半環状溝に、半筒状柱の上端嵌合口を下方から嵌合させ、更に梁体の集合体の上に筒状柱と半筒状柱と四半筒状柱を配置し、各梁体の大径環状溝と、「田」の字状に隣接する4つの梁体の隅角部の大径の四半環状溝が合体して形成される大径の環状溝に、筒状柱の下端嵌合口を上方から嵌合させ、梁体の集合体のコーナー部に位置する大径の四半環状溝に四半筒状柱の下端嵌合口を上方から嵌合させ、梁体の集合体の四辺に沿って互いに隣接する2つの梁体の隅角部の大径の四半環状溝が合体して形成される大径の半環状溝に、半筒状柱の下端嵌合口を上方から嵌合させ、このようにして各柱と梁体の集合体とを交互に地下水槽の高さ寸法になるまで積上げた立体構造物の四側面と上面に、側板と天板を取付けたことを特徴とする地下水槽の充填構造。   Using the groundwater tank filler according to any one of claims 1 to 4, the cylindrical column, the semicylindrical column, and the quarter cylindrical column are arranged on the bottom plate of the underground water tank, A small-diameter ring formed by merging beam bodies in the front-rear and left-right directions, and combining the small-diameter annular grooves of each beam body and the small-diameter quarter-annular grooves at the corners of the four beams adjacent to the shape of the "field". Fit the upper end fitting port of the cylindrical column into the groove from below, and move the upper end fitting port of the quarter cylindrical column downward into the small-diameter quarter annular groove located at the corner of the aggregate of beams arranged side by side A semi-cylindrical column in a small-diameter semi-annular groove formed by combining small-diameter quarter-annular grooves at the corners of two beam bodies adjacent to each other along the four sides of the aggregate of beam bodies The upper end fitting port of the beam body is fitted from below, and the cylindrical column, the semi-cylindrical column, and the quarter-cylindrical column are arranged on the aggregate of the beam bodies, and the large-diameter annular groove of each beam body, The lower end fitting opening of the cylindrical column is fitted from above into a large-diameter annular groove formed by combining large-diameter quarter-annular grooves at the corners of four beam bodies adjacent to each other in a letter shape. The lower end fitting opening of the quarter cylindrical column is fitted from above into a large-diameter quarter-annular groove located at the corner of the aggregate of the two, and the corners of two beam bodies adjacent to each other along the four sides of the aggregate of beam bodies The lower end fitting opening of the semi-cylindrical column is fitted from above into the large-diameter semi-annular groove formed by combining the large-diameter quarter-annular grooves at the corners. A structure for filling a groundwater tank, characterized in that side plates and a top plate are attached to the four side surfaces and the top surface of a three-dimensional structure in which the body is alternately stacked up to the height of the groundwater tank. 底板が梁体と実質的に同じ四辺の寸法を有する合成樹脂製の方形の多孔板であって、その4つの隅角部を除く上面に筒状柱の下端嵌合口を嵌合させる大径の環状溝が形成されると共に、4つの隅角部の上面にこの大径の環状溝を四等分した大径の四半環状溝が形成されたものであり、この底板が梁体と同様に前後左右に並べられ、各底板の大径の環状溝と、「田」の字状に隣接する4つの底板の隅角部の四半環状溝が合体して形成される大径の環状溝に、筒状柱の下端嵌合口が上方から嵌合され、前後左右に並べた底板の集合体のコーナー部に位置する大径の四半環状溝に、四半筒状柱の下端嵌合口が上方から嵌合され、底板の集合体の四辺に沿って互いに隣接する2つの底板の隅角部の四半環状溝が合体して形成される大径の半環状溝に、半筒状柱の下端嵌合口が上方から嵌合されている請求項5に記載の地下水槽の充填構造。   The bottom plate is a rectangular porous plate made of synthetic resin having dimensions substantially equal to the four sides of the beam body, and has a large diameter for fitting the lower end fitting opening of the cylindrical column to the upper surface excluding its four corners. An annular groove is formed, and a large-diameter quarter-annular groove is formed by dividing the large-diameter annular groove into four equal parts on the upper surface of the four corners. A large-diameter annular groove formed by combining the large-diameter annular grooves of each bottom plate and the quarter-annular grooves at the corners of the four bottom plates adjacent to each other in the shape of a “field”. The lower end fitting port of the cylindrical column is fitted from above, and the lower end fitting port of the quarter cylindrical column is fitted from above into the large-diameter quarter annular groove located at the corner of the aggregate of the bottom plates arranged side by side. A large-diameter semi-annular groove formed by combining the quarter-annular grooves at the corners of two bottom plates adjacent to each other along the four sides of the aggregate of the bottom plates, Filling structure underground water tank according to claim 5, the lower end fitting opening of the cylindrical column is fitted from above. 底板がその四辺に係合突起を備えたもので、側板として兼用され、各柱と梁体の集合体とを交互に積上げた立体構造物の四側面に露出する梁体の切欠部に上記係合突起を係合させて取付けられている請求項6に記載の地下水槽の充填構造。
The bottom plate is provided with engaging projections on its four sides, and is also used as a side plate. The filling structure of the underground water tank according to claim 6, which is attached by engaging the mating protrusion.
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