JP5006090B2 - Structural member for water storage tank - Google Patents

Structural member for water storage tank Download PDF

Info

Publication number
JP5006090B2
JP5006090B2 JP2007095033A JP2007095033A JP5006090B2 JP 5006090 B2 JP5006090 B2 JP 5006090B2 JP 2007095033 A JP2007095033 A JP 2007095033A JP 2007095033 A JP2007095033 A JP 2007095033A JP 5006090 B2 JP5006090 B2 JP 5006090B2
Authority
JP
Japan
Prior art keywords
base
structural member
connecting portion
block
water storage
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.)
Active
Application number
JP2007095033A
Other languages
Japanese (ja)
Other versions
JP2008248667A (en
Inventor
健二 鈴木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gifu Plastic Industry Co Ltd
Original Assignee
Gifu Plastic Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Gifu Plastic Industry Co Ltd filed Critical Gifu Plastic Industry Co Ltd
Priority to JP2007095033A priority Critical patent/JP5006090B2/en
Publication of JP2008248667A publication Critical patent/JP2008248667A/en
Application granted granted Critical
Publication of JP5006090B2 publication Critical patent/JP5006090B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

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

Landscapes

  • Sewage (AREA)

Description

本発明は、水平方向に並置しつつ、上下方向に積層した状態にすることによって水貯留槽の貯留空間を確保する並置積層構造体を構成する水貯留槽用の構造部材に関する。   The present invention relates to a structural member for a water storage tank that constitutes a side-by-side stacked structure that secures a storage space of a water storage tank by being stacked in a vertical direction while being juxtaposed in a horizontal direction.

人口が集中している地域では、建造物、アスファルト舗装等によって地面が覆われることにより、雨水等の地下への浸透が阻害されている。このような状況下では、集中豪雨の発生等によって水害が発生し易いが、こうした水害を防止する対策の一つとして、水貯留槽の設置が有効である。水貯留槽は、その槽内に雨水等を流入させることで、地中に多量の雨水等を一時的に貯留したり、貯留した雨水等を土壌へ浸透させたりする設備である。そうした水貯留槽の貯留空間は、複数の構造部材によって確保されている(例えば特許文献1参照。)。特許文献1の構造部材11は、図7(a)に示すように、基台12と同基台12の裏面に立設された複数の脚部13とを備え、地面を採掘して形成した穴の底面に複数の構造部材11を水平方向に並置しつつ、上下方向に積層した状態にすることによって貯留空間を確保するように構成されている。具体的には、基台12の表面に凹設された係合部12aに脚部13を係合させるようにして積み上げることにより並置積層構造体を構築する。
特許第3867960号公報
In areas where the population is concentrated, the ground is covered with buildings, asphalt pavement, etc., and the penetration of rainwater and the like into the basement is hindered. Under such circumstances, water damage is likely to occur due to the occurrence of torrential rain, etc., but as one of the measures to prevent such water damage, the installation of a water storage tank is effective. The water storage tank is a facility that temporarily stores a large amount of rainwater or the like in the ground or allows the stored rainwater or the like to permeate into the soil by flowing rainwater or the like into the tank. The storage space of such a water storage tank is secured by a plurality of structural members (see, for example, Patent Document 1). As shown in FIG. 7A, the structural member 11 of Patent Document 1 includes a base 12 and a plurality of leg portions 13 standing on the back surface of the base 12, and is formed by mining the ground. A plurality of structural members 11 are juxtaposed in the horizontal direction on the bottom surface of the hole and stacked in the vertical direction to secure a storage space. Specifically, the juxtaposed laminated structure is constructed by stacking the leg portions 13 so as to engage with the engaging portions 12 a provided in the surface of the base 12.
Japanese Patent No. 3867960

ところで、上記地面を採掘して形成した穴の底面、すなわち、並置積層構造体の設置面Tを完全に平らに形成することは困難であり、上記設置面Tには多少の凹凸が存在する。このような凹凸が過度になると、安定した並置積層構造体を構築することが困難になるとともに、構築された並置積層構造体の耐荷重性の低下を招く。たとえば、図7(b)に示すように、設置面Tに存在する凹部上に構造部材11の脚部13が位置した場合、設置面に対して一方の脚部13が浮く状態(図7(b)の実線部分)、或いは脚部13がともに片当りする状態(図7(b)の鎖線部分)となる。そのため、設置面Tと脚部13との接地面積が大幅に減少されて構造部材11の設置状態が不安定になる。とくに、上記一方の脚部13が浮く状態は、構造部材11に作用する荷重の偏りを招く。これらの点は、脚部13が凸部上に位置する場合にも同様である。このような状態のまま、更に上段に構造部材11を積み上げていくと、局所的に過大な荷重が作用することとなり、構造部材11の歪みや並置積層構造体のずれを招いて並置積層構造体の耐荷重性を低下させる。また、凹凸面上に脚部13が位置する構造部材11には、上記一方の脚部13が浮いた状態と上記両脚部13がともに片当りする状態との間を変移するようなぐらつきが生じる。このぐらつきは、その上段に積み上げられる構造部材11にも伝達されていくため、並置積層構造体全体の安定性を著しく低下させる。   By the way, it is difficult to form the bottom surface of the hole formed by mining the ground, that is, the installation surface T of the juxtaposed laminated structure completely flat, and the installation surface T has some unevenness. When such unevenness becomes excessive, it becomes difficult to construct a stable juxtaposed laminated structure, and the load resistance of the constructed juxtaposed laminated structure is reduced. For example, as shown in FIG. 7B, when the leg portion 13 of the structural member 11 is positioned on the concave portion present on the installation surface T, the one leg portion 13 floats with respect to the installation surface (FIG. 7 ( a solid line part in b), or a state in which the legs 13 are in a single contact (a chain line part in FIG. 7B). Therefore, the ground contact area between the installation surface T and the leg portion 13 is greatly reduced, and the installation state of the structural member 11 becomes unstable. In particular, the state in which the one leg portion 13 floats causes a bias in the load acting on the structural member 11. These points are the same when the leg portion 13 is located on the convex portion. If the structural members 11 are further stacked in the upper stage in such a state, an excessively large load is applied locally, causing distortion of the structural members 11 and displacement of the juxtaposed laminated structures. Reduces the load resistance. Further, the structural member 11 in which the leg portion 13 is located on the uneven surface is wobbled so as to change between the state in which the one leg portion 13 is lifted and the state in which both the leg portions 13 are in contact with each other. . Since this wobble is transmitted to the structural member 11 stacked on the upper stage, the stability of the entire juxtaposed laminated structure is significantly reduced.

この発明は、こうした従来の実情に鑑みてなされたものであり、その目的は、凹凸が存在する設置面T上に設置する場合においても、設置面Tと構造部材11との接地面積の減少を抑制することにより耐荷重性及び安定性のある並置積層構造体を構築することが可能な水貯留槽用の構造部材を提供することにある。   The present invention has been made in view of such a conventional situation, and the purpose thereof is to reduce the ground contact area between the installation surface T and the structural member 11 even when the installation is performed on the installation surface T where there is unevenness. It is providing the structural member for water storage tanks which can construct | assemble the juxtaposed laminated structure with load resistance and stability by suppressing.

上記の目的を達成するために請求項1に記載の水貯留槽用の構造部材は、基台と、該基台に立設された脚部とを備え、複数個を並置しつつ積層した状態にすることによって水貯留槽の貯留空間を確保して並置積層構造体を構成する水貯留槽用の構造部材であって、前記基台は、前記脚部を有する平面四角状のブロック台が複数個、連結部を介して連結されるとともに前記ブロック台及び連結部が一体成形されてなるものであり、前記連結部は、前記並置積層構造体における積層方向に自身を屈曲又は湾曲させて、前記ブロック台毎の高さ位置を調節する曲げ手段を備え、前記曲げ手段として、前記連結部の延設方向に沿って並設される複数の貫通孔を備えることを特徴とする。
また、請求項2に記載の水貯留槽用の構造部材は、基台と、該基台に立設された脚部とを備え、複数個を並置しつつ積層した状態にすることによって水貯留槽の貯留空間を確保して並置積層構造体を構成する水貯留槽用の構造部材であって、前記基台は、前記脚部を有する平面四角状のブロック台が複数個、連結部を介して連結されるとともに、前記ブロック台及び連結部が一体成形されてなるものであり、前記連結部は、前記並置積層構造体における積層方向に自身を屈曲又は湾曲可能させて、前記ブロック台毎の高さ位置を調節する曲げ手段を備え、前記基台は、前記ブロック台が縦2×横2となるように配置される部分を有し、当該部分における前記連結部の交点に貫通孔が形成されていることを特徴とする。
In order to achieve the above-mentioned object, the structural member for a water storage tank according to claim 1 includes a base and leg portions erected on the base, and a plurality of them are stacked side by side. A structural member for a water storage tank that secures a storage space of the water storage tank and constitutes a juxtaposed laminated structure, wherein the base is a plurality of planar square block bases having the legs. pieces, while being connected via a connecting portion, wherein are those block base and the connecting portion is formed integrally, wherein the coupling portion is itself allowed to bent or curved in the stacking direction of the juxtaposed stacked structure, A bending means for adjusting the height position of each block base is provided , and the bending means is provided with a plurality of through holes arranged in parallel along the extending direction of the connecting portion .
Moreover, the structural member for the water storage tank according to claim 2 includes a base and a leg portion standing on the base, and stores the water by stacking a plurality of the base members in parallel. A structural member for a water storage tank that secures a storage space of the tank and constitutes a juxtaposed laminated structure, wherein the base is a plurality of planar square block bases having the leg portions via a connecting portion. The block base and the connecting portion are integrally formed, and the connecting portion is capable of bending or bending itself in the stacking direction in the juxtaposed laminated structure, and for each block base. Bending means for adjusting the height position is provided, and the base has a portion in which the block base is arranged in 2 × 2 in the vertical direction, and a through hole is formed at the intersection of the connecting portions in the portion. It is characterized by being.

請求項1及び2に記載の発明によれば、並置積層構造体における積層方向に連結部を屈曲又は湾曲させてブロック台の位置を変更することで、ブロック台毎にその高さ位置を調節することが可能である。これにより、設置面に凹凸が存在していたとしても、その凹凸形状に合わせて接地面積が大きくなるようにブロック台毎の位置を変更することができる。そのため、設置面に対して一部のブロック台(又はそのブロック台に立設される脚部)が浮いた状態、或いは全てのブロック台が片当りする状態になることはなく、設置面と構造部材との接地面積の減少が抑制されるとともに、構造部材に作用する荷重の偏りが最小限に抑制される。よって、凹凸が存在する設置面上に設置する場合であっても、耐荷重性及び安定性のある並置積層構造体の提供に寄与する。
また、請求項1に記載の発明によれば、連結部の曲げ方向を特定の方向に規定することができる。
According to invention of Claim 1 and 2 , the height position is adjusted for every block stand by changing the position of a block stand by bending or curving a connection part in the lamination direction in a juxtaposed laminated structure. It is possible. Thereby, even if unevenness exists on the installation surface, the position of each block base can be changed so that the ground contact area is increased according to the uneven shape. Therefore, there is no state where some block bases (or legs standing on the block base) are floated with respect to the installation surface, or all the block bases are not in a single contact state. The reduction of the contact area with the member is suppressed, and the bias of the load acting on the structural member is suppressed to the minimum. Therefore, even if it is a case where it installs on the installation surface in which an unevenness | corrugation exists, it contributes to provision of the juxtaposed laminated structure with load-bearing property and stability.
Moreover, according to invention of Claim 1, the bending direction of a connection part can be prescribed | regulated to a specific direction.

本発明の水貯留槽用の構造部材によれば、凹凸が存在する設置面上に設置する場合においても、設置面と構造部材11との接地面積の減少を抑制し、耐荷重性及び安定性のある積層構造体を形成することが可能である。   According to the structural member for a water storage tank of the present invention, even when it is installed on an installation surface where unevenness exists, the reduction of the ground contact area between the installation surface and the structural member 11 is suppressed, and the load resistance and stability are reduced. It is possible to form a laminated structure with

以下、本実施形態を具体化した一実施形態について図1〜3に基づいて詳細に説明する。図1及び図2に示すように、水貯留槽用の構造部材11は、平面四角状の基台12と、その基台12の裏面に立設された脚部13とが樹脂材料により一体に成形されたものである。この構造部材11は、地中において並置積層構造体を構築するために用いられる。具体的には、地面を掘削して形成した穴の底面に構造部材11の表面を合わせるように並置した後に、基台12の裏面同士と表面同士とを合わせるようにして構造部材11を順次積層することで並置積層構造体が構築される。このように形成された並置積層構造体は、水貯留槽の貯留空間を確保するとともに貯留空間上における地面を支持する機能を果たす。   Hereinafter, an embodiment embodying the present embodiment will be described in detail with reference to FIGS. As shown in FIGS. 1 and 2, the structural member 11 for the water storage tank has a planar square base 12 and a leg portion 13 erected on the back surface of the base 12 integrally formed of a resin material. It is molded. This structural member 11 is used to construct a juxtaposed laminated structure in the ground. Specifically, after juxtaposing so that the surface of the structural member 11 is aligned with the bottom surface of the hole formed by excavating the ground, the structural members 11 are sequentially stacked so that the back surface and the surface of the base 12 are aligned. By doing so, a juxtaposed laminated structure is constructed. The juxtaposed laminated structure thus formed fulfills the function of securing the storage space of the water storage tank and supporting the ground on the storage space.

図1及び図2に示すように、基台12は、略正方形状をなす4つのブロック台15A〜Dを備えるとともに、各ブロック台15は連結部30によって一体に連結されている。ブロック台15A〜Dは、それぞれ同一形状をなすものであるため、ここではブロック台15Aについてのみ説明する。ブロック台15Aは四角枠状の基板20を備えている。図1に示すように、この基板20は、枠体21と、枠体21の内部において縦横に延びる縦リブ22、横リブ23とから形成されている。   As shown in FIGS. 1 and 2, the base 12 includes four block bases 15 </ b> A to 15 </ b> D having a substantially square shape, and the block bases 15 are integrally connected by a connecting portion 30. Since the block bases 15A to 15D have the same shape, only the block base 15A will be described here. The block base 15 </ b> A includes a square frame-shaped substrate 20. As shown in FIG. 1, the substrate 20 includes a frame body 21, and vertical ribs 22 and horizontal ribs 23 that extend vertically and horizontally inside the frame body 21.

図3(b)に示すように、枠体21は、内立枠21a、外立枠21b、及び内立枠21aと外立枠21bの表面側の端部間を結ぶ中枠21cとから形成されている。図1に示すように、縦リブ22は、第1縦リブ22a及び第2縦リブ22bからなり、その両端部は内立枠21aに接続されている。同様に、横リブ23は、第1横リブ23a及び第2横リブ23bからなり、その両端部は内立枠21aに接続されている。これら縦リブ22及び横リブ23の表面側の端面は、枠体21の表面に対して面一となるように形成されている。そして、基板20の内部は、縦リブ22及び横リブ23によって縦横に9つの領域に分割されている。   As shown in FIG. 3 (b), the frame body 21 is formed from an inner frame 21a, an outer frame 21b, and a middle frame 21c that connects the inner frame 21a and the end portion on the surface side of the outer frame 21b. Has been. As shown in FIG. 1, the vertical rib 22 includes a first vertical rib 22a and a second vertical rib 22b, and both ends thereof are connected to the standing frame 21a. Similarly, the lateral rib 23 includes a first lateral rib 23a and a second lateral rib 23b, and both ends thereof are connected to the standing frame 21a. The end faces on the surface side of the vertical ribs 22 and the horizontal ribs 23 are formed so as to be flush with the surface of the frame body 21. The inside of the substrate 20 is divided into nine regions vertically and horizontally by vertical ribs 22 and horizontal ribs 23.

図1及び図2に示すように、この分割された基板20内の領域のうち、四隅に位置する領域には、裏面方向に脚部13がそれぞれ立設されている。脚部13は、基台12の表面に開口する四角筒状をなすとともに、その基端から先端に向かうにしたがって縮径する四角錐台状に形成されている(図3(a)参照。)。この脚部13は、その基端において基板20と一体に連続形成されるものである。また、脚部13の先端には凹凸状をなす嵌合部14が形成されている。この嵌合部14は、基台12の裏面と別の基台12の裏面とを合わせるようにして構造部材11を積層する際に、別の構造部材11に形成される嵌合部14と嵌合される。こうした嵌合により、積み上げを終えた構造部材11がずれるという不具合が抑制される。   As shown in FIG. 1 and FIG. 2, legs 13 are erected in the back surface direction in the regions located at the four corners among the divided regions in the substrate 20. The leg portion 13 has a square cylindrical shape that opens on the surface of the base 12 and is formed in a quadrangular pyramid shape that decreases in diameter from the base end toward the tip (see FIG. 3A). . The leg 13 is continuously formed integrally with the substrate 20 at the base end. Further, a fitting portion 14 having an uneven shape is formed at the tip of the leg portion 13. When the structural member 11 is laminated so that the back surface of the base 12 and the back surface of another base 12 are aligned, the fitting portion 14 is fitted with the fitting portion 14 formed on the other structural member 11. Combined. Such a fitting suppresses the problem that the structural member 11 that has finished being stacked is displaced.

基板20において、脚部13間に位置する領域のうち、縦リブ22と内立枠21aとが対向する領域は、区画縦リブ22cによって横方向に2分割されるとともに、その外側領域はさらに区画横リブ23cによって縦方向に2分割されている。その一方の領域には、表面方向に嵌合凸部25が立設されるとともに、他方の領域には、裏面方向に嵌合凹部26が凹設されている(図3(a)参照。)。こうした嵌合凸部25及び嵌合凹部26は、基台12の表面と別の基台12の表面とを合わせるようにして構造部材11を積層する際に嵌合される。こうした嵌合により、積み上げを終えた構造部材11がずれるという不具合が抑制される。   In the substrate 20, among the regions located between the leg portions 13, the region where the vertical ribs 22 and the standing frame 21a face each other is divided into two by the partitioning vertical ribs 22c, and the outer region is further partitioned. The horizontal rib 23c is divided into two in the vertical direction. In one of the regions, a fitting convex portion 25 is erected in the front surface direction, and in the other region, a fitting concave portion 26 is recessed in the rear surface direction (see FIG. 3A). . The fitting convex part 25 and the fitting concave part 26 are fitted when the structural member 11 is laminated so that the surface of the base 12 and the surface of another base 12 are matched. Such a fitting suppresses the problem that the structural member 11 that has finished being stacked is displaced.

なお、図2に示すように、基台12の裏面側は、その全面に渡って被覆されているが、その被覆面は、基板20及び脚部13と一体に形成されるものである。また、上記被覆面には表裏に開口する貫通孔24が複数貫設され、これら貫通孔24は水の流路及び空気抜きとして機能する。   As shown in FIG. 2, the back surface side of the base 12 is covered over the entire surface, but the covered surface is formed integrally with the substrate 20 and the legs 13. Further, a plurality of through holes 24 opened on the front and back sides are provided in the covering surface, and these through holes 24 function as a water flow path and an air vent.

次に、連結部30について説明する。上述したとおり、連結部30は、ブロック台15間を連結する部位であり、本実施形態においては、基台12の略中央に4つの連結部30が十字状となるように配設される(図1参照。)。連結部30は略長方形状の板状部材であり、図3(b)に示すように、その長辺側の側面において隣接するブロック台15が有する外立枠21bと接合されている。本実施形態では、連結部30は、その厚みが外立枠21bと等しくなるように形成されている。なお、この連結部30は、外立枠21bと一体に形成されるものである。   Next, the connecting part 30 will be described. As described above, the connecting portion 30 is a portion that connects the block bases 15, and in the present embodiment, the four connecting portions 30 are arranged in a cross shape substantially at the center of the base 12 ( (See FIG. 1). The connecting portion 30 is a substantially rectangular plate-like member, and as shown in FIG. 3B, is joined to an upright frame 21b of the adjacent block base 15 on the side surface on the long side. In this embodiment, the connection part 30 is formed so that the thickness may become equal to the standing frame 21b. In addition, this connection part 30 is integrally formed with the standing frame 21b.

連結部30は、その延設方向に沿って延びる屈曲線L(又は屈曲線M)を軸として二等分されるように形成されるとともに、並置積層構造体10における積層方向に屈曲可能に形成されている。具体的には、図1に示すように、連結部30における屈曲線L(又は屈曲線M)上には、連結部30を表裏に貫通する複数の貫通孔31が並設されるとともに、断面略三角形状のスリット32が連結部30の表裏面の屈曲線L(又は屈曲線M)に沿ってそれぞれ形成されている。これにより、連結部30の屈曲線L(又は屈曲線M)上における剛性が局所的に低下されて、屈曲線L(又は屈曲線M)を軸とした連結部30の屈曲を可能としている。なお、屈曲線L及び屈曲線Mが交差する部位においては、屈曲線L及び屈曲線Mの交点を中心とした貫通孔31が形成されている。本実施形態においては、貫通孔31とスリット32とにより連結部30を屈曲可能とするための曲げ手段を構成している。   The connecting portion 30 is formed so as to be divided into two equal parts with a bend line L (or bend line M) extending along the extending direction as an axis, and is formed to be bendable in the stacking direction in the juxtaposed laminated structure 10. Has been. Specifically, as shown in FIG. 1, a plurality of through-holes 31 penetrating the connecting part 30 on the front and back sides are arranged in parallel on the bending line L (or the bending line M) in the connecting part 30, and the cross section The substantially triangular slits 32 are formed along the bending lines L (or bending lines M) on the front and back surfaces of the connecting portion 30. Thereby, the rigidity on the bending line L (or bending line M) of the connecting part 30 is locally reduced, and the connecting part 30 can be bent with the bending line L (or bending line M) as an axis. Note that, at a portion where the bending line L and the bending line M intersect, a through hole 31 is formed around the intersection of the bending line L and the bending line M. In the present embodiment, the through hole 31 and the slit 32 constitute a bending means for making the connecting portion 30 bendable.

図1及び図2に示すように、本実施形態の基台12は、ブロック台15A〜Dを四隅に配置するとともに、その間に4つの連結部30が全体として十字状をなすように配置されている。ブロック台15A〜Dは、縦リブ22及び横リブ23の延設方向がすべて同一の方向となるように配置されている。   As shown in FIG.1 and FIG.2, the base 12 of this embodiment arrange | positions block bases 15A-D in four corners, and arrange | positions so that the four connection parts 30 may make a cross shape as a whole between them. Yes. The block bases 15A to 15D are arranged so that the extending directions of the vertical ribs 22 and the horizontal ribs 23 are all the same direction.

また、基台12は、ブロック台15A〜Dと連結部30とを一体成形して形成されるものであり、上記連結部30の屈曲動作は、基台12全体の屈曲動作となる。図4(a)及び(b)に示すように、屈曲線Lを軸として連結部30を並置積層構造体10における積層方向の上方向、すなわち連結部30の裏面同士を接近させるように屈曲させると、基台12は、屈曲線Lを軸としてブロック台15Aに立設される脚部13とブロック台15Bに立設される脚部13の先端同士を接近させるように屈曲する(図4(a)及び(b)の二点鎖線部分)。また、屈曲線Lを軸として連結部30を並置積層構造体10における積層方向の下方向、すなわち連結部30の裏面同士を離間させるように屈曲させると、基台12は、屈曲線Lを軸としてブロック台15Aに立設される脚部13とブロック台15Bに立設される脚部13の先端同士を離間させるように屈曲する(図4(a)及び(b)の一点鎖線部分)。このような、基台12の屈曲作用は、ブロック台15A−B間に限られるものではなく、隣接するブロック台15A〜D間の全てにおいて同様の屈曲作用を有する。   The base 12 is formed by integrally molding the block bases 15A to 15D and the connecting portion 30, and the bending operation of the connecting portion 30 is the bending operation of the entire base 12. As shown in FIGS. 4A and 4B, the connecting portion 30 is bent upward in the stacking direction in the juxtaposed laminated structure 10, that is, the back surfaces of the connecting portions 30 are brought close to each other with the bending line L as an axis. Then, the base 12 is bent so that the ends of the leg 13 standing on the block base 15A and the leg 13 standing on the block base 15B are brought close to each other with the bending line L as an axis (FIG. 4 ( a two-dot chain line portion of a) and (b)). When the connecting portion 30 is bent downward in the stacking direction in the juxtaposed laminated structure 10, that is, the back surfaces of the connecting portions 30 are separated from each other with the bending line L as an axis, the base 12 has the bending line L as an axis. As shown in FIG. 4A and FIG. 4B are bent so as to be spaced apart from each other. Such a bending action of the base 12 is not limited to the block bases 15A-B, and has the same bending action in all of the adjacent block bases 15A to 15D.

次に、本実施形態の構造部材11の積層状態について説明する。本実施形態では、設置面Tに対して構造部材11の表面を合わせるように構造部材11を水平方向に並置した後に、基台12の裏面同士と表面同士とを合わせるようにして構造部材11を順次積み上げることで、並置積層構造体が構築される。具体的には、基台12の表面同士を重ね合わせるようにして嵌合凸部25と嵌合凹部26とを嵌合させるとともに、脚部13の先端同士をつき合わせるようにして嵌合部14同士を嵌合させる。このとき、積層された構造部材11がずれるという不具合は、嵌合凸部25と嵌合凹部26との嵌合、及び嵌合部14同士の嵌合によって抑制される。   Next, the laminated state of the structural member 11 of this embodiment will be described. In the present embodiment, after the structural members 11 are juxtaposed in the horizontal direction so that the surface of the structural member 11 is aligned with the installation surface T, the structural members 11 are aligned with the back surfaces of the base 12 and the surfaces thereof. A juxtaposed laminated structure is constructed by sequentially stacking. Specifically, the fitting convex portion 25 and the fitting concave portion 26 are fitted together so that the surfaces of the base 12 are overlapped with each other, and the fitting portions 14 are fitted so that the tips of the leg portions 13 are brought into contact with each other. Fit them together. At this time, the problem that the stacked structural members 11 are displaced is suppressed by the fitting between the fitting convex portion 25 and the fitting concave portion 26 and the fitting between the fitting portions 14.

上述したように、構造部材11を並置する設置面Tが平らに形成されず、設置面T上に凹凸が存在することがある。たとえば、図5に示すように、設置面Tに存在する凹部上に構造部材11を設置すると、従来の構成ではブロック台15Aは、設置面Tに対して浮いた状態となる(図5の鎖線部分)。これに対して、本実施形態の構造部材11では、この状態から、屈曲線Lを軸としてブロック台15Aに立設される脚部13とブロック台15Bに立設される脚部13の先端同士を離間させるように連結部30を屈曲させて、ブロック台15Aを下方に位置変更させることで、ブロック台15Aは設置面Tと当接する(図5の実線部分)。このとき、ブロック台15Aの位置変更に伴って、隣接するブロック台15Bの位置が変更されることはなく、設置面Tとブロック台15Bの基板20全体との設置状態は正常のまま維持される。   As described above, the installation surface T on which the structural members 11 are juxtaposed is not formed flat, and irregularities may exist on the installation surface T. For example, as shown in FIG. 5, when the structural member 11 is installed on the concave portion existing on the installation surface T, the block base 15 </ b> A is in a floating state with respect to the installation surface T in the conventional configuration (the chain line in FIG. 5). portion). On the other hand, in the structural member 11 of the present embodiment, from this state, the ends of the leg portion 13 erected on the block base 15A and the leg portion 13 erected on the block base 15B with the bend line L as an axis. By bending the connecting portion 30 so as to separate the block table 15A and changing the position of the block table 15A downward, the block table 15A comes into contact with the installation surface T (the solid line portion in FIG. 5). At this time, the position of the adjacent block table 15B is not changed with the position change of the block table 15A, and the installation state of the installation surface T and the entire substrate 20 of the block table 15B is maintained as normal. .

一方、図6に示すように、設置面Tに存在する凸部上に構造部材11を設置すると、従来の構成ではブロック台15A、15Bともに設置面Tに対して片当たり状態となる(図6の鎖線部分)。これに対して、本実施形態の構造部材11では、この状態から屈曲線Lを軸としてブロック台15Aに立設される脚部13とブロック台15Bに立設される脚部13の先端同士を接近させるように連結部30を屈曲させて、連結部30の周辺を下方に位置変更させることで、ブロック台15Bと設置面Tとの間には正常な設置状態が形成される(図6の実線部分)。   On the other hand, as shown in FIG. 6, when the structural member 11 is installed on the convex portion existing on the installation surface T, in the conventional configuration, both the block bases 15A and 15B are in a single-contact state with respect to the installation surface T (FIG. The chain line part). On the other hand, in the structural member 11 of the present embodiment, the tips of the leg portion 13 standing on the block base 15A and the leg portion 13 standing on the block base 15B with the bend line L as an axis from this state. The connecting portion 30 is bent so as to be close, and the position of the periphery of the connecting portion 30 is changed downward, so that a normal installation state is formed between the block base 15B and the installation surface T (FIG. 6). Solid line part).

このとき、設置面Tの形状に合わせた連結部30の屈曲に伴って、各ブロック台15に立設される脚部13の高さ位置も変更されることになる。つまり、図5に示す場合には、ブロック台15Aの脚部13が、その先端がブロック台15Bの脚部13の先端に対して離間する方向に傾斜しつつ、下方に位置変更される。また、図6に示す場合には、とくに、ブロック台15Aの脚部13及びブロック台15Bの連結部30側の脚部13が、その先端同士が接近する方向に傾斜しつつ下方に位置変更される。しかし、図5及び図6に示すように、その上段に積層される構造部材11の連結部30を上述と同様に屈曲させることで、脚部13に形成される嵌合部14同士の間に当接関係が形成される。この点は、基台12の表面同士を合わせるように積層する場合に限られるものではなく、基台12の裏面同士を合わせるように積層する場合においても同様であり、上下段の構造部材11の嵌合凸部25及び嵌合凹部26の間に当接関係が形成される。   At this time, the height position of the leg portion 13 erected on each block base 15 is also changed as the connecting portion 30 is bent in accordance with the shape of the installation surface T. That is, in the case shown in FIG. 5, the leg portion 13 of the block base 15 </ b> A is repositioned downward while the tip thereof is inclined in a direction away from the tip of the leg portion 13 of the block base 15 </ b> B. Further, in the case shown in FIG. 6, in particular, the leg portion 13 of the block base 15A and the leg portion 13 on the connecting portion 30 side of the block base 15B are repositioned downward while being inclined in the direction in which their tips approach each other. The However, as shown in FIG. 5 and FIG. 6, the connecting portion 30 of the structural member 11 stacked on the upper stage is bent in the same manner as described above, so that the fitting portion 14 formed between the leg portions 13 is interposed between the fitting portions 14. A contact relationship is formed. This point is not limited to the case of stacking so that the surfaces of the bases 12 are aligned with each other, and the same applies to the case of stacking so that the back surfaces of the bases 12 are aligned with each other. A contact relationship is formed between the fitting convex portion 25 and the fitting concave portion 26.

このようにして構造部材11上に新たな構造部材11を積層するとともに、構造部材11を水平方向に並置する作業が繰り返されることで、並置積層構造体が構築される。そして、並置積層構造体を設置した水貯留槽上の整地等が行われることで、水貯留槽の設置が完了する。   In this way, a new structure member 11 is laminated on the structure member 11 and the operation of juxtaposing the structure member 11 in the horizontal direction is repeated, whereby a juxtaposed laminated structure is constructed. And the installation of a water storage tank is completed by performing leveling etc. on the water storage tank which installed the juxtaposed laminated structure.

次に本実施形態における作用効果について、以下に記載する。
(1)本実施形態では、脚部13を有する4つのブロック台15と、各ブロック台15を連結する連結部30とを一体成形することで基台12を形成している。また、連結部30に曲げ手段である貫通孔31及びスリット32を設けることで、並置積層構造体10における積層方向、すなわち隣接するブロック台15に立設される脚部13の先端同士を接近又は離間させる方向に連結部30を屈曲可能としている。これにより、連結部30を屈曲させてブロック台15の位置を変更することで、ブロック台15毎にその高さ位置を調節することが可能となる。これにより、設置面Tに凹凸が存在していたとしても、その凹凸形状に合わせて接地面積が大きくなるようにブロック台15毎の位置を変更することができる。そのため、設置面Tに対して一部のブロック台15が浮いた状態、或いは全てのブロック台15が片当りする状態になることはなく、設置面Tと構造部材11との接地面積の減少が抑制される。よって、構造部材11に作用する荷重の偏りが最小限に抑えられるとともに、設置面Tの凹凸部に起因するぐらつきの発生が抑制される。
Next, operational effects in the present embodiment will be described below.
(1) In this embodiment, the base 12 is formed by integrally molding the four block bases 15 having the leg portions 13 and the connecting portions 30 for connecting the block bases 15. Further, by providing the connecting portion 30 with the through hole 31 and the slit 32 which are bending means, the stacking direction in the juxtaposed laminated structure 10, that is, the ends of the leg portions 13 standing on the adjacent block base 15 are brought close to each other or The connecting portion 30 can be bent in the direction of separation. Accordingly, the height position of each block base 15 can be adjusted by bending the connecting portion 30 to change the position of the block base 15. Thereby, even if unevenness exists on the installation surface T, the position of each block base 15 can be changed so that the ground contact area is increased in accordance with the uneven shape. Therefore, a part of the block bases 15 is not lifted with respect to the installation surface T, or all the block bases 15 are not in a single contact state, and the ground contact area between the installation surface T and the structural member 11 is reduced. It is suppressed. Therefore, the bias of the load acting on the structural member 11 is suppressed to the minimum, and the occurrence of wobble due to the uneven portion of the installation surface T is suppressed.

また、設置面Tの形状に合わせて最下層の構造部材11が屈曲変形されることに伴って、その構造部材11に設けられる嵌合部14の高さ位置も変更されることになるが、その上段に積層する構造部材11を同様に屈曲変形させることにより上下段の構造部材11間に当接関係が形成される。そのため、設置面Tの形状に合わせて最下層の構造部材11を屈曲変形させたとしても、上段に積層される構造部材11との間において嵌合不良が発生することが抑制される。   Further, as the lowermost structural member 11 is bent and deformed according to the shape of the installation surface T, the height position of the fitting portion 14 provided in the structural member 11 is also changed. The structural member 11 stacked on the upper stage is similarly bent and deformed to form a contact relationship between the upper and lower structural members 11. Therefore, even if the lowermost structural member 11 is bent and deformed in accordance with the shape of the installation surface T, occurrence of poor fitting with the structural member 11 stacked in the upper stage is suppressed.

したがって、本実施形態の構造部材11によれば、凹凸が存在する設置面T上に設置する場合であっても、耐荷重性及び安定性ある並置積層構造体を構築することができる。
(2)本実施形態では、連結部30における屈曲線L(又は屈曲線M)上には、曲げ手段としてスリット32が形成されており、連結部30における屈曲線L(又は屈曲線M)上は、連結部30の他の部位よりもその厚みが薄肉に形成される。これにより、連結部30の屈曲線L(又は屈曲線M)上における部位の剛性が局所的に小さくなり、屈曲線L(又は屈曲線M)を軸として連結部30を屈曲させることが容易となる。また、スリット32は、連結部30の表面及び裏面のそれぞれに形成されているため、連結部30の表面同士を接近させる方向及び離間させる方向の両方向に屈曲させることが容易である。
Therefore, according to the structural member 11 of the present embodiment, it is possible to construct a juxtaposed laminated structure having load resistance and stability even when it is installed on the installation surface T where there is unevenness.
(2) In this embodiment, a slit 32 is formed as a bending means on the bending line L (or bending line M) in the connecting portion 30, and the bending line L (or bending line M) in the connecting portion 30 is on. Is formed thinner than other portions of the connecting portion 30. Thereby, the rigidity of the site | part on the bending line L (or bending line M) of the connection part 30 becomes small locally, and it becomes easy to bend the connection part 30 on the bending line L (or bending line M). Become. Moreover, since the slit 32 is formed in each of the surface and the back surface of the connection part 30, it is easy to bend in both directions of the direction which makes the surfaces of the connection part 30 approach, and the direction which separates.

(3)本実施形態では、連結部30における屈曲線L(又は屈曲線M)上には、曲げ手段として連結部30を表裏に貫通する複数の貫通孔31が並設されている。これにより、連結部30の屈曲線L(又は屈曲線M)上における部位の剛性が局所的に小さくなり、屈曲線L(又は屈曲線M)を軸として連結部30を屈曲させることが容易となる。また、貫通孔31は、連結部30を表裏に貫通しているため、水の流路及び空気抜きとしても機能させることができる。   (3) In this embodiment, on the bending line L (or bending line M) in the connection part 30, the some through-hole 31 which penetrates the connection part 30 to the front and back as a bending means is arranged in parallel. Thereby, the rigidity of the site | part on the bending line L (or bending line M) of the connection part 30 becomes small locally, and it becomes easy to bend the connection part 30 on the bending line L (or bending line M). Become. Moreover, since the through-hole 31 has penetrated the connection part 30 in the front and back, it can be functioned also as a flow path and air vent of water.

なお、本実施形態は、次のように変更して具体化することも可能である。
・ 本実施形態では、連結部30は、並置積層構造体における積層方向に屈曲可能に形成されていたが、連結部30は、同積層方向に湾曲可能に形成されていてもよい。このように形成した場合においても、本実施形態の構造部材11と同様の作用効果を奏する。
In addition, this embodiment can also be changed and embodied as follows.
-In this embodiment, although the connection part 30 was formed so that bending was possible in the lamination direction in the juxtaposed laminated structure, the connection part 30 may be formed so that it can be bent in the same lamination direction. Even when formed in this way, the same effects as the structural member 11 of the present embodiment can be obtained.

・ 本実施形態の構造部材11は、基台12の裏面同士と表面同士とを合わせるようにして積層する構成を採用したが、基台12の表面側と裏面側とを合わせるようにして積層する構成であってもよい。たとえば、基台12の表面に、脚部13に形成される嵌合部14と嵌合可能な被嵌合部を設け、その被嵌合部と嵌合部14とを嵌合させるようにして構造部材11を積層する構成としてもよい。   -Although the structure member 11 of this embodiment employ | adopted the structure laminated | stacked so that the back surfaces and surfaces of the base 12 may match, it laminates | stacks so that the surface side and back surface side of the base 12 may match. It may be a configuration. For example, a fitting portion that can be fitted to the fitting portion 14 formed on the leg portion 13 is provided on the surface of the base 12, and the fitting portion and the fitting portion 14 are fitted. It is good also as a structure which laminates | stacks the structural member 11. FIG.

・ 本実施形態では、基台12は、4つのブロック台15A〜Dを備えていたが、ブロック台15の数はこれに限られるものではなく、2つ以上であればいくつ備えていてもよい。   In the present embodiment, the base 12 includes the four block bases 15A to 15D. However, the number of the block bases 15 is not limited to this, and any number of the block bases 15 may be provided as long as it is two or more. .

・ 本実施形態では、略正方形状のブロック台15を採用したが、ブロック台15の形状はこれに限定されるものではない。たとえば、長方形状のブロック台15を採用してもよいし、三角形状のブロック台15を採用してもよい。また、本実施形態では、ブロック台15を縦2×横2となるように配置していたが、ブロック台15の配置構成はこれに限られるものではない。たとえば、一列に配置してもよいし、縦2×横4となるように配置してもよい。三角形状等のブロック台15を採用した場合には、斜め方向にブロック台15を配置することも可能である。   -In this embodiment, although the substantially square block stand 15 was employ | adopted, the shape of the block stand 15 is not limited to this. For example, a rectangular block base 15 may be employed, or a triangular block base 15 may be employed. In the present embodiment, the block base 15 is arranged to be 2 × 2 in the vertical direction, but the arrangement configuration of the block base 15 is not limited to this. For example, they may be arranged in a row, or may be arranged so as to be 2 × 4 in length. When the block base 15 having a triangular shape or the like is employed, the block base 15 can be arranged in an oblique direction.

・ 本実施形態では、基板20を形成するブロック台15A〜Dは全て同一形状となっていたが、異なる形状のブロック台15を組み合わせて基台12を形成してもよい。
・ 本実施形態では、基板20は、枠体21と、枠体21の内部において縦横に延びる縦リブ22、横リブ23とから形成されていたが、基板20の構成はこれに限られるものではなく、たとえば、1枚の板状部材により形成してもよい。
In the present embodiment, the block bases 15A to 15D forming the substrate 20 all have the same shape, but the base 12 may be formed by combining the block bases 15 having different shapes.
In the present embodiment, the substrate 20 is formed of the frame body 21 and the vertical ribs 22 and the horizontal ribs 23 that extend vertically and horizontally inside the frame body 21, but the configuration of the substrate 20 is not limited to this. For example, you may form by one plate-shaped member.

・ 本実施形態では、一つのブロック台15に対して4本の脚部13が立設されていたが、脚部13の数はこれに限られるものではなく、何本であってもよい。また、脚部13は、ブロック台15の四隅に立設されていたが、ブロック台15の裏面側のどの位置に立設されていてもよい。   -In this embodiment, although the four leg parts 13 were standingly arranged with respect to the one block stand 15, the number of the leg parts 13 is not restricted to this, Any number may be sufficient. Further, although the leg portions 13 are erected at the four corners of the block table 15, they may be erected at any position on the back side of the block table 15.

・ 本実施形態では、脚部13は、四角筒状をなすとともに、その基端部から先端部に向かうにしたがって縮径する四角錐台状に形成されていたが、脚部13の形状はこれ限られるものではなく、円筒状であってもよいし、円錐台状であってもよい。また、ブロック台15の対向する端部間にわたって脚部13を設けてもよい。   In the present embodiment, the leg portion 13 has a quadrangular cylindrical shape and is formed in a quadrangular frustum shape whose diameter decreases from the base end portion toward the tip end portion. The shape is not limited, and may be a cylindrical shape or a truncated cone shape. Moreover, you may provide the leg part 13 between the edge parts which the block stand 15 opposes.

・ 嵌合凸部25及び嵌合凹部26の構成は、本実施形態の構成に限られるものではなく、基台12の表面同士を連結させることが可能であればどのように構成されていてもよい。   -The structure of the fitting convex part 25 and the fitting recessed part 26 is not restricted to the structure of this embodiment, What is comprised if the surface of the base 12 can be connected. Good.

・ 本実施形態では、連結部30は、基板20の外立枠21bに接合されていたが、連結部30の接合位置はこれに限られるものではない。たとえば、内立枠21aのみによって枠体21を形成し、連結部30を内立枠21aに接合させてもよい。   -In this embodiment, although the connection part 30 was joined to the standing frame 21b of the board | substrate 20, the joining position of the connection part 30 is not restricted to this. For example, the frame body 21 may be formed only by the standing frame 21a, and the connecting portion 30 may be joined to the standing frame 21a.

・ 本実施形態では、連結部30は、その厚みが外立枠21bの幅と等しくなるように形成されていたが、外立枠21bの幅よりも薄くなるように形成してもよい。この場合、連結部30は、上下方向において外立枠21bのどの位置に接合されていてもよい。また、外立枠21bの幅を変更してもよい。この場合、連結部30の曲げ動作の妨げとならないように、その幅を縦リブ22及び横リブ23の幅よりも小さくすることが望ましい。   -In this embodiment, although the connection part 30 was formed so that the thickness might become equal to the width | variety of the standing frame 21b, you may form so that it may become thinner than the width of the standing frame 21b. In this case, the connection part 30 may be joined to any position of the upright frame 21b in the vertical direction. Further, the width of the upright frame 21b may be changed. In this case, it is desirable to make the width smaller than the width of the vertical rib 22 and the horizontal rib 23 so as not to hinder the bending operation of the connecting portion 30.

・ 本実施形態では、連結部30は、略長方形状の板状部材であったが、連結部30の形状はこれに限定されるものではない。たとえば、連結部30を複数の棒状部材としてもよく、この場合には、連結部30はブロック台15間に間隔を空けて平行に配置される。   -In this embodiment, although the connection part 30 was a substantially rectangular plate-shaped member, the shape of the connection part 30 is not limited to this. For example, the connecting part 30 may be a plurality of rod-shaped members. In this case, the connecting part 30 is arranged in parallel with a space between the block bases 15.

・ 本実施形態では、連結部30は、一本の屈曲線L(又は屈曲線M)に沿って曲げ手段を設けていたが、複数の屈曲線のそれぞれに沿って曲げ手段を設け、複数箇所で屈曲可能としてもよい。たとえば、連結部30の中央を逆V字状に突出させ、その頂部及び裾部にそれぞれ曲げ手段を平行に設ける。このように構成した場合、連結部30は、隣接するブロック台15方向に伸縮可能となるため、隣接するブロック台間の距離を調節することができる。これにより連結部30を屈曲させた際に、ブロック台15の水平状態を維持したまま、ブロック台15の高さ位置を調節することができる。そのため、構造部材11を屈曲状態にしたとしても、その脚部13が上下に配置される構造部材11の脚部13に対して片当り状態で当接することが抑制されるとともに正常な嵌合関係が形成され易くなる。   -In this embodiment, although the connection part 30 provided the bending means along the one bending line L (or bending line M), it provided the bending means along each of several bending lines, and several places It may be bendable. For example, the center of the connecting portion 30 is projected in an inverted V shape, and bending means are provided in parallel at the top and the bottom. When comprised in this way, since the connection part 30 can be expanded-contracted in the adjacent block stand 15 direction, the distance between adjacent block stands can be adjusted. Thus, when the connecting portion 30 is bent, the height position of the block base 15 can be adjusted while maintaining the horizontal state of the block base 15. For this reason, even when the structural member 11 is bent, the leg 13 is prevented from coming into contact with the leg 13 of the structural member 11 disposed above and below in a single-contact state and is in a normal fitting relationship. Is easily formed.

・ 本実施形態では、連結部30に貫通孔31を複数個設けたが、貫通孔31は一つでもよい。
・ 本実施形態では、連結部30に断面略三角形状のスリット32を設けたが、スリット32の形状はこれに限られるものではない。たとえば、略四角形状にしてもよいし、半円状のスリット32としてもよい。
In the present embodiment, a plurality of through holes 31 are provided in the connecting portion 30, but one through hole 31 may be provided.
In the present embodiment, the slits 32 having a substantially triangular cross section are provided in the connecting portion 30, but the shape of the slits 32 is not limited to this. For example, a substantially square shape or a semicircular slit 32 may be used.

・ 本実施形態では、曲げ手段として連結部30に貫通孔31及びスリット32を設けたが、いずれか一方のみを備える構成であってもよい。また、スリット32は連結部30の表裏面に設けたが、いずれか一方のみを備える構成であってもよい。また、曲げ手段は、貫通孔31及びスリット32に限られるものではなく、連結部30の剛性を局所的に小さくすることのできる構成であれば他の構成を採用してもよい。   -In this embodiment, although the through-hole 31 and the slit 32 were provided in the connection part 30 as a bending means, the structure provided only with either one may be sufficient. Moreover, although the slit 32 was provided in the front and back of the connection part 30, the structure provided only with either one may be sufficient. Further, the bending means is not limited to the through hole 31 and the slit 32, and any other configuration may be adopted as long as the configuration can reduce the rigidity of the connecting portion 30 locally.

・ 前記構造部材11は、水貯留槽内の水を水貯留槽の壁から土壌へ浸透させる機能を有する水貯留槽に適用してもよい。すなわち、水貯留槽とは、少なくとも水を貯留する機能を有する槽であることを示し、水を貯留する機能に加えて水を土壌に浸透させる機能を有する水貯留槽を含む。こうした水貯留槽の場合、積層構造体と土壌との間に水浸透シートを配置させることで、その水浸透シートを通じた水は土壌に浸透される。   -You may apply the said structural member 11 to the water storage tank which has the function to osmose | permeate the water in a water storage tank from the wall of a water storage tank to soil. That is, the water storage tank indicates a tank having at least a function of storing water, and includes a water storage tank having a function of causing water to permeate into soil in addition to a function of storing water. In the case of such a water storage tank, the water through the water-permeable sheet is infiltrated into the soil by arranging the water-permeable sheet between the laminated structure and the soil.

・ 前記構造部材11は、雨水を貯留して水害を防止する水貯留槽に限らずに、農業用水の水貯留槽、防火用水用の水貯留槽、噴水用の水を貯留する水貯留槽等に適用することもできる。   The structural member 11 is not limited to a water storage tank that stores rainwater to prevent flooding, but a water storage tank for agricultural water, a water storage tank for fire prevention water, a water storage tank that stores fountain water, and the like It can also be applied to.

次に、上記実施形態及び別例から把握できる技術的思想について記載する。
・ 前記曲げ手段は、前記連結部を貫通する貫通孔であることを特徴とする水貯留槽用の構造部材。上記構成によれば、貫通孔が形成されることで、連結部の剛性が局所的に小さくなり、連結部を屈曲させ易くなる。また、同貫通孔は、連結部を貫通するように形成されているため、構造部材内に流入した水の流路、及び空気抜きとしても機能する。
Next, a technical idea that can be grasped from the above embodiment and another example will be described.
-The structural member for a water storage tank, wherein the bending means is a through-hole penetrating the connecting portion. According to the said structure, the rigidity of a connection part becomes small locally by forming a through-hole, and it becomes easy to bend a connection part. Moreover, since the through-hole is formed so as to penetrate the connecting portion, it also functions as a flow path for water that has flowed into the structural member and an air vent.

・ 前記連結部には、複数の曲げ手段が平行に配置されていることを特徴とする水貯留槽用の構造部材。
・ 前記連結部は断面波形状に形成されており、前記連結部の屈曲時に前記連結部は伸縮可能であることを特徴とする水貯留槽用の構造部材。
A structural member for a water storage tank, wherein a plurality of bending means are arranged in parallel at the connecting portion.
The structural member for a water storage tank, wherein the connecting portion is formed in a cross-sectional wave shape, and the connecting portion can be expanded and contracted when the connecting portion is bent.

・ 前記連結部は前記ブロック台間において伸縮可能であることを特徴とする水貯留槽用の構造部材。   A structural member for a water storage tank, wherein the connecting portion is extendable between the block bases.

本実施形態の構造部材を示す斜視図。The perspective view which shows the structural member of this embodiment. 本実施形態の構造部材を示す斜視図。The perspective view which shows the structural member of this embodiment. (a)は、図2におけるX−X線断面図。(b)は、図3(a)の連結部を示す拡大図。(A) is the XX sectional view taken on the line in FIG. FIG. 4B is an enlarged view showing the connecting portion of FIG. (a)は、図2におけるY−Y線断面図。(b)は、図4(a)の連結部を示す拡大図。(A) is the YY sectional view taken on the line in FIG. FIG. 5B is an enlarged view showing the connecting portion of FIG. 本実施形態の構造部材を設置面に設置した状態を示す側面図。The side view which shows the state which installed the structural member of this embodiment in the installation surface. 本実施形態の構造部材を設置面に設置した状態を示す側面図。The side view which shows the state which installed the structural member of this embodiment in the installation surface. (a)は、従来の構造部材を積層した状態を示す斜視図。(b)は、従来の構造部材を設置面に設置した状態を示す側面図。(A) is a perspective view which shows the state which laminated | stacked the conventional structural member. (B) is a side view which shows the state which installed the conventional structural member in the installation surface.

符号の説明Explanation of symbols

T…設置面、10…並置積層構造体、11…構造部材、12…基台、13…脚部、15,15A,15B,15C,15D…ブロック台、30…連結部、31…貫通孔。 T ... installation surface, 10 ... juxtaposed laminated structure, 11 ... structural member, 12 ... base, 13 ... leg part, 15, 15A, 15B, 15C, 15D ... block base, 30 ... coupling part, 31 ... through-hole.

Claims (2)

基台と、該基台に立設された脚部とを備え、複数個を並置しつつ積層した状態にすることによって水貯留槽の貯留空間を確保して並置積層構造体を構成する水貯留槽用の構造部材であって、
前記基台は、前記脚部を有する平面四角状のブロック台が複数個、連結部を介して連結されるとともに前記ブロック台及び連結部が一体成形されてなるものであり、前記連結部は、前記並置積層構造体における積層方向に自身を屈曲又は湾曲させて、前記ブロック台毎の高さ位置を調節する曲げ手段を備え
前記曲げ手段として、前記連結部の延設方向に沿って並設される複数の貫通孔を備えることを特徴とする水貯留槽用の構造部材。
The water storage which comprises a base and the leg part erected on the base, and which secures the storage space of the water storage tank by stacking a plurality of the bases in parallel and constitutes the side-by-side stacked structure A structural member for a tank,
The base is flat rectangular shaped block table a plurality with said legs, while being connected via a connecting portion, the block base and the connecting portion is made of integrally molded, the connecting portion And bending means for bending or curving itself in the stacking direction in the juxtaposed laminated structure to adjust the height position of each block base ,
A structural member for a water storage tank , comprising a plurality of through holes arranged in parallel along the extending direction of the connecting portion as the bending means .
基台と、該基台に立設された脚部とを備え、複数個を並置しつつ積層した状態にすることによって水貯留槽の貯留空間を確保して並置積層構造体を構成する水貯留槽用の構造部材であって、
前記基台は、前記脚部を有する平面四角状のブロック台が複数個、連結部を介して連結されるとともに前記ブロック台及び連結部が一体成形されてなるものであり、前記連結部は、前記並置積層構造体における積層方向に自身を屈曲又は湾曲可能させて、前記ブロック台毎の高さ位置を調節する曲げ手段を備え
前記基台は、前記ブロック台が縦2×横2となるように配置される部分を有し、当該部分における前記連結部の交点に貫通孔が形成されていることを特徴とする水貯留槽用の構造部材。
The water storage which comprises a base and the leg part erected on the base, and which secures the storage space of the water storage tank by stacking a plurality of the bases in parallel and constitutes the side-by-side stacked structure A structural member for a tank,
The base is flat rectangular shaped block table a plurality with said legs, while being connected via a connecting portion, the block base and the connecting portion is made of integrally molded, the connecting portion A bending means for adjusting the height position of each of the block bases by allowing itself to bend or bend in the stacking direction in the juxtaposed stacked structure ,
The base has a portion arranged so that the block base is 2 × 2 in length, and a through hole is formed at an intersection of the connecting portions in the portion. Structural member for use.
JP2007095033A 2007-03-30 2007-03-30 Structural member for water storage tank Active JP5006090B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007095033A JP5006090B2 (en) 2007-03-30 2007-03-30 Structural member for water storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007095033A JP5006090B2 (en) 2007-03-30 2007-03-30 Structural member for water storage tank

Publications (2)

Publication Number Publication Date
JP2008248667A JP2008248667A (en) 2008-10-16
JP5006090B2 true JP5006090B2 (en) 2012-08-22

Family

ID=39973927

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007095033A Active JP5006090B2 (en) 2007-03-30 2007-03-30 Structural member for water storage tank

Country Status (1)

Country Link
JP (1) JP5006090B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103946465A (en) * 2012-03-14 2014-07-23 积水技术成型株式会社 Structural member used in rainwater storage laminated structure

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5992710B2 (en) * 2012-03-29 2016-09-14 タキロン株式会社 Filling material for underground water tank
JP5946678B2 (en) * 2012-03-30 2016-07-06 株式会社Ihiインフラシステム Water storage space forming block
CN107893470B (en) * 2017-12-14 2023-08-15 重庆金山洋生管道有限公司 Anti-sedimentation plastic pipeline intelligent monitoring system

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003155762A (en) * 2001-11-20 2003-05-30 Sekisui Chem Co Ltd Storing and/or permeation facilities for rainwater or the like
JP3867960B2 (en) * 2002-02-12 2007-01-17 東急建設株式会社 Sediment invasion prevention plate to be attached to storage for rainwater, etc. and filler for infiltration facilities
US7080480B2 (en) * 2004-01-15 2006-07-25 Urban Root L.L.C. Integrated tree root and storm water system
JP2007077574A (en) * 2005-09-09 2007-03-29 Ebata Kk Rainwater storage structure
JP4410746B2 (en) * 2005-09-21 2010-02-03 東急建設株式会社 Rainwater storage and infiltration tank filler

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103946465A (en) * 2012-03-14 2014-07-23 积水技术成型株式会社 Structural member used in rainwater storage laminated structure
CN103946465B (en) * 2012-03-14 2016-03-16 积水技术成型株式会社 For the structure member of rainwater storage laminate structure

Also Published As

Publication number Publication date
JP2008248667A (en) 2008-10-16

Similar Documents

Publication Publication Date Title
JP5006090B2 (en) Structural member for water storage tank
JP2012528961A (en) Structure
KR101974240B1 (en) Structural member used in rainwater storage laminated structure
KR100839566B1 (en) Upper panel for landscaping or waterproofing, and structure of double floor and structure of roof using the same
JP5496121B2 (en) Water storage space forming block
JP5153238B2 (en) Structural member for water storage tank
JP4840998B2 (en) Structural member used for laminated structure and laminated structure using the same
JP5661392B2 (en) Water storage facility construction method and water storage unit
JP5027546B2 (en) Side plate for structure
CN104220679B (en) For the structure member of rainwater storage layers lamination structural body
JP6507122B2 (en) Roof structure of building and construction method of roof structure of building
KR20070066397A (en) Cell type perforated steel structure of retaining wall
JP6091933B2 (en) Water tank wall unit
KR101894576B1 (en) Rainwater Storage Tank
JP5765734B2 (en) Lightweight embankment sidewall
JP4661185B2 (en) Underwater structure with water gradient
JP2008231681A (en) Structural member for water storage tank
KR102673565B1 (en) Mounted concrete retaining wall
JP6075341B2 (en) Wooden frame building
JP6889655B2 (en) Storage tank
KR102287339B1 (en) Multipurpose block
JP6882749B1 (en) A waterproof masonry skeleton that is covered with a tarpaulin to stop water.
KR100799910B1 (en) Panel
JP6883996B2 (en) Storage and drainage block and storage and drainage structure
JP6876420B2 (en) Green wall structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100224

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20111014

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20111025

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111221

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: 20120508

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120524

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

Free format text: PAYMENT UNTIL: 20150601

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5006090

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250