[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JP2009007769A - Rainwater storage structure member and rainwater storage structure - Google Patents

Rainwater storage structure member and rainwater storage structure Download PDF

Info

Publication number
JP2009007769A
JP2009007769A JP2007167976A JP2007167976A JP2009007769A JP 2009007769 A JP2009007769 A JP 2009007769A JP 2007167976 A JP2007167976 A JP 2007167976A JP 2007167976 A JP2007167976 A JP 2007167976A JP 2009007769 A JP2009007769 A JP 2009007769A
Authority
JP
Japan
Prior art keywords
pipe
rainwater storage
shaped vertical
storage structure
vertical member
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.)
Withdrawn
Application number
JP2007167976A
Other languages
Japanese (ja)
Inventor
Hideki Miyaji
秀樹 宮地
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.)
Toyo Tire Corp
Original Assignee
Toyo Tire and Rubber 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 Toyo Tire and Rubber Co Ltd filed Critical Toyo Tire and Rubber Co Ltd
Priority to JP2007167976A priority Critical patent/JP2009007769A/en
Publication of JP2009007769A publication Critical patent/JP2009007769A/en
Withdrawn legal-status Critical Current

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)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a rainwater storage structure member and a rainwater storage structure having the rainwater storage structure member facilitating connection between members with high working efficiency and making a connection structure firm. <P>SOLUTION: The rainwater storage structure member comprises a plurality of vertical pipe members 3 of predetermined length; lateral members for assembling a 3D structure together with the vertical pipe members 3; and connecting tools connectable to the vertical pipe members 3 and the lateral members to connect the vertical pipe members 3 and the lateral members to each other. The vertical pipe members 3 and the connecting tools, and the lateral members and the connecting tools, are fitted and assembled to form the 3D structure, and space can be formed inside. When the connecting tool is fitted to the vertical pipe member 3, since the outer peripheral surface of an end 3a of the vertical pipe member abutting on the connecting tool is embossed, the inner peripheral surface of the connecting tool abutting on the end 3a of the vertical pipe member is formed in a smooth surface compared with an uneven surface based on embossing performed to the outer peripheral surface of the end 3a of the pipe member. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は雨水貯留構造用部材と雨水貯留構造物に関し、詳しくは、所定長さを有する複数のパイプ状縦部材と、これらパイプ状縦部材と共に三次元構造体を組み立てる横部材と、前記パイプ状縦部材と前記横部材とに接続可能で、かつ前記パイプ状縦部材と横部材とを互いに連結する接続治具とを備え、前記パイプ状縦部材と接続治具および前記横部材と接続治具とを嵌合させて組み立てることにより三次元構造体を形成し、その内部に空間を形成可能にする雨水貯留構造用部材とこれを備えた雨水貯留構造物に関する。   The present invention relates to a member for rainwater storage structure and a rainwater storage structure, and more specifically, a plurality of pipe-shaped vertical members having a predetermined length, a horizontal member for assembling a three-dimensional structure together with these pipe-shaped vertical members, and the pipe-shaped A connecting jig that can be connected to the vertical member and the horizontal member and that connects the pipe-shaped vertical member and the horizontal member to each other, the pipe-shaped vertical member and the connecting jig, and the horizontal member and the connecting jig The present invention relates to a rainwater storage structure member that can form a three-dimensional structure by being assembled with each other and that can form a space therein, and a rainwater storage structure including the same.

近年、特に都市部で異常降雨や出水、あるいはその逆の異常乾燥といった問題が頻繁に生じており、その原因としてヒートアイランド現象が取り上げられている。かかる現象を緩和するため、雨水を利用する施設の構築が提案されており、雨水貯留構造物あるいは雨水貯留用充填材などの開発が進んでいる。   In recent years, particularly in urban areas, problems such as abnormal rainfall and flooding, and vice versa, have frequently occurred, and the cause is the heat island phenomenon. In order to alleviate this phenomenon, the construction of facilities that use rainwater has been proposed, and development of rainwater storage structures or rainwater storage fillers has been progressing.

このような雨水貯留構造物として、例えば、地面にピットを堀り、その外表面に遮水シートを敷設して、その上面に複数の容器状部材を縦横および上下に積み上げ、更に最上部に覆土などを施して被覆し、雨水を貯留する構造物の発明がなされている(例えば特許文献1参照)。   As such a rainwater storage structure, for example, a pit is dug in the ground, a water shielding sheet is laid on the outer surface, a plurality of container-like members are stacked vertically and horizontally, and a top cover is covered with soil. The invention of the structure which covers by applying etc. and stores rainwater is made | formed (for example, refer patent document 1).

あるいは、中空体である複数の着脱自在支柱を、連結部材によって垂直に固定してなる雨水貯留用充填材であって、連結部材が着脱自在の連結桟および縁枠により一体的に連結する等して、運搬中における隅部での支柱の脱落を防止できるようにした発明がなされている(例えば特許文献2参照)。   Alternatively, it is a rainwater storage filler in which a plurality of detachable support columns which are hollow bodies are vertically fixed by a connecting member, and the connecting member is integrally connected by a detachable connecting bar and an edge frame. Thus, an invention has been made that can prevent the column from dropping off at the corner during transportation (see, for example, Patent Document 2).

もっとも、上記構造物や雨水貯留用充填材は雨水を貯留するための大きな空間を内蔵して嵩張るため、搬送量の割に輸送コストが高くかかるという問題があり、しかも、これらの容器状部材や充填材は形状が固定されているため、雨水貯留浸透槽の形状に対して柔軟に対応できないという欠点がある。   However, since the structure and the rainwater storage filler contain a large space for storing rainwater and are bulky, there is a problem that the transportation cost is high for the transport amount, and these container-like members and Since the shape of the filler is fixed, there is a drawback that it cannot flexibly cope with the shape of the rainwater storage and penetration tank.

そのため、本願発明者らは、搬送量の割に輸送コストが少なくて済み、しかも雨水貯留浸透槽の形状に対して柔軟に対応可能な樹脂製雨水貯留構造用部材とこれを備えた雨水貯留構造物の発明をした(例えば特許文献3参照)。   For this reason, the inventors of the present invention can reduce the transportation cost for the transport amount, and can flexibly cope with the shape of the rainwater storage and infiltration tank, and the rainwater storage structure including the resin rainwater storage structure member Invented a product (see, for example, Patent Document 3).

特開昭63−268823号公報JP-A 63-268823 特開2004−19205号公報JP 2004-19205 A 特開2006−104739号公報JP 2006-104739 A

その場合、雨水貯留構造物として組み立てる際に、樹脂製雨水貯留構造用部材の接続構造を強くするため、部材間の接続を一方の部材の表面を有機溶剤で溶かしたり、有機溶剤に溶けにくい部材の場合には、電熱方式により接合面を部分的に溶かして接合したりしていたが、前者の有機溶剤を使用するのは環境上の観点から望ましくなく、電熱方式を行う場合は複雑な治具を用いるなど、手間がかかり作業性が悪く好ましくない。   In that case, when assembling as a rainwater storage structure, in order to strengthen the connection structure of the resin rainwater storage structure member, the surface of one member is melted with an organic solvent, or the member is difficult to dissolve in an organic solvent. In this case, the joint surfaces were partially melted and joined by the electric heating method. However, using the former organic solvent is not desirable from an environmental point of view. It is not preferable because it takes time and labor, such as using tools.

そこで、本発明の目的は、上記従来技術の有する問題点に鑑みて、有機溶剤を使用する必要がないのみならず、電熱方式のような複雑な治具を用いる必要もなく、作業性よく部材間の接続を容易にでき、しかも接続構造を強固にできる雨水貯留構造用部材とこれを備えた雨水貯留構造物を提供することにある。   Therefore, in view of the above-mentioned problems of the prior art, the object of the present invention is not only the use of an organic solvent but also a member with good workability without the need for using a complicated jig such as an electric heating method. It is intended to provide a rainwater storage structure member that can easily connect between them and that can strengthen the connection structure, and a rainwater storage structure including the rainwater storage structure.

上記課題は、各請求項記載の発明により達成される。すなわち、本発明に係る雨水貯留構造用部材の特徴構成は、所定長さを有する複数のパイプ状縦部材と、これらパイプ状縦部材と共に三次元構造体を組み立てる横部材と、前記パイプ状縦部材と前記横部材とに接続可能で、かつ前記パイプ状縦部材と横部材とを互いに連結する接続治具とを備え、前記パイプ状縦部材と接続治具および前記横部材と接続治具とを嵌合させて組み立てることにより三次元構造体を形成し、その内部に空間を形成可能にする雨水貯留構造用部材において、前記パイプ状縦部材と接続治具とを嵌合させる際、この接続治具と接する前記パイプ状縦部材の端部の外周面にしぼ加工が施されていて、前記パイプ状縦部材の端部と接する前記接続治具の内周面が、前記パイプ状縦部材の端部の外周面に施されたしぼに基づく凹凸面より平滑面に形成されていることにある。   The above-mentioned subject is achieved by the invention described in each claim. That is, the characteristic configuration of the rainwater storage structure member according to the present invention includes a plurality of pipe-shaped vertical members having a predetermined length, a horizontal member that assembles a three-dimensional structure together with the pipe-shaped vertical members, and the pipe-shaped vertical member. And a connecting jig that connects the pipe-shaped vertical member and the horizontal member to each other, the pipe-shaped vertical member, the connecting jig, and the horizontal member and the connecting jig. When connecting the pipe-shaped vertical member and the connecting jig in a rainwater storage structure member that forms a three-dimensional structure by fitting and assembling and can form a space in the three-dimensional structure, the connection jig is used. The pipe-shaped vertical member is in contact with the tool and the outer peripheral surface of the end of the pipe-shaped vertical member is buffed, and the inner peripheral surface of the connecting jig in contact with the end of the pipe-shaped vertical member is the end of the pipe-shaped vertical member. Based on the wrinkles on the outer periphery In that it is formed on the smooth surface than the uneven surface.

この構成によれば、パイプ状縦部材と接続治具とを嵌合させる場合、しぼの凸部が弾性変形し、嵌合が容易となると共に嵌合完了した際には、しぼの変形に伴う内部応力が高まると共に、接続治具の内周面との間で密着した嵌合状態が確保できることになって抜け難くなり、接合構造を強固にできる。のみならず、施工現場に搬送した、個々のパイプ状縦部材、横部材、接続治具を施工現場にて、組み立て三次元構造体を形成することができて、各部材の搬送効率が高く、更に、基本的に軽量な3種類の部材から組み立てることができるので、施工が楽であり、施工時間も短くなり、建設コストを低く維持できる。それでいて、強度が確保されているので、安定した施工作業ができると共に、施工後の耐久性にも優れた構造とすることができる。もとより、パイプ縦部材と横部材の長さを適宜変更して、前者の場合には水平方向の圧縮強度を高めたり、後者の場合には垂直方向の圧縮強度を高めたりすることができる。   According to this configuration, when the pipe-like vertical member and the connection jig are fitted, the convex portion of the grain is elastically deformed, and the fitting is facilitated and the fitting is completed when the fitting is completed. As the internal stress increases, it is possible to secure a close fitting state with the inner peripheral surface of the connecting jig, and it becomes difficult to come out, and the joining structure can be strengthened. As well as individual pipe-shaped vertical members, horizontal members, and connecting jigs transported to the construction site, an assembly three-dimensional structure can be formed at the construction site, and the conveyance efficiency of each member is high. Furthermore, since it can be basically assembled from three kinds of lightweight members, the construction is easy, the construction time is shortened, and the construction cost can be kept low. Nevertheless, since the strength is ensured, a stable construction work can be performed and a structure having excellent durability after construction can be obtained. Needless to say, the lengths of the pipe vertical member and the horizontal member can be appropriately changed to increase the horizontal compressive strength in the former case, and to increase the vertical compressive strength in the latter case.

また、こうしたしぼを付してパイプ状縦部材に連続模様を形成することによって、接続治具との嵌合部における気密性あるいは水密性が強化されるという機能も付加することができる。これによって、長期使用時に発生する種々の藻類や浮遊物などが嵌合する部材の内部などへの付着を防止することができ、保守・分解清掃時における作業性の向上を図ることができる。   Moreover, the function that the airtightness or watertightness in a fitting part with a connection jig | tool is strengthened by attaching | subjecting such a warp and forming a continuous pattern in a pipe-shaped vertical member can also be added. As a result, it is possible to prevent the various algae and suspended matters generated during long-term use from adhering to the inside of the member to be fitted, and to improve workability during maintenance and disassembly cleaning.

その結果、有機溶剤を使用する必要がないのみならず、電熱方式のような複雑な治具を用いる必要もなく、作業性よく部材間の接続を容易にでき、しかも接続構造を強固にできる雨水貯留構造用部材を提供することができた。   As a result, it is not necessary to use an organic solvent, it is not necessary to use a complicated jig such as an electric heating method, it is easy to connect between members with good workability, and rainwater can strengthen the connection structure. A storage structure member could be provided.

前記パイプ状縦部材と接続治具とを嵌合させる際、この接続治具と接する前記パイプ状縦部材の端部の外周面が、先端から離間するに従い僅かに拡径されていることが好ましい。   When fitting the pipe-shaped vertical member and the connection jig, it is preferable that the outer peripheral surface of the end of the pipe-shaped vertical member in contact with the connection jig is slightly enlarged in diameter as the distance from the tip is increased. .

この構成によれば、パイプ状縦部材と接続治具とを嵌合させる場合、しぼの凸部が弾性変形し、嵌合が容易となると共に嵌合完了した際には、先端から離間した位置のしぼの変形が元に戻り、一層抜け難くなる。しかも、パイプ状縦部材の先端を受け入れる接続治具の内周面には、通常、金型の抜き勾配が形成されているので、パイプ状縦部材の端部と接続治具の内周面との接触面積が大きくなり、抜け難くなって、この個所の接合構造を強固にできる。   According to this configuration, when the pipe-like vertical member and the connection jig are fitted, the convex portion of the dent is elastically deformed, and when the fitting is easy and the fitting is completed, the position separated from the tip. The deformation of the nodule will return to its original shape, making it more difficult to come off. In addition, since the draft angle of the mold is usually formed on the inner peripheral surface of the connection jig that receives the tip of the pipe-shaped vertical member, the end of the pipe-shaped vertical member and the inner peripheral surface of the connection jig This increases the contact area and makes it difficult to pull out, thereby strengthening the joint structure at this point.

前記パイプ状縦部材の端部の外周面に施されているしぼの凹凸が10〜40μmであり、前記接続治具の内周面の凹凸が1μm以下であることが好ましい。   It is preferable that the unevenness of the grain provided on the outer peripheral surface of the end portion of the pipe-shaped vertical member is 10 to 40 μm, and the unevenness of the inner peripheral surface of the connecting jig is 1 μm or less.

この構成によれば、パイプ状縦部材と接続治具とを嵌合させる場合に嵌合が一層容易となると共に、嵌合完了した際には、両者を一層抜け難くして接合構造を強固にできる。しぼの凹凸が10μm未満では、しぼの変形が少なく、40μmを超えると、パイプ状縦部材と接続治具との嵌合作業がし難くなる。パイプ状縦部材の端部の外周面に施されているしぼの凹凸は、20〜30μmであることがより好ましい。この場合、しぼの凹凸は、しぼの山部と谷部の差異の平均値をいう。   According to this configuration, when the pipe-like vertical member and the connecting jig are fitted, the fitting becomes easier, and when the fitting is completed, the both are made difficult to come out and the joining structure is strengthened. it can. If the unevenness of the grain is less than 10 μm, the deformation of the grain is small, and if it exceeds 40 μm, the fitting work between the pipe-like vertical member and the connecting jig becomes difficult. As for the unevenness | corrugation of the grain given to the outer peripheral surface of the edge part of a pipe-shaped vertical member, it is more preferable that it is 20-30 micrometers. In this case, the unevenness of the grain refers to the average value of the difference between the peak and valley of the grain.

前記パイプ状縦部材の外周面に、上下方向に沿って形成されたリブが設けられていて、前記パイプ状縦部材と接続治具とを嵌合させるに当たり、前記パイプ状縦部材のリブが挿入可能な縦溝が前記接続治具に形成されていることが好ましい。   Ribs formed along the vertical direction are provided on the outer peripheral surface of the pipe-shaped vertical member, and the ribs of the pipe-shaped vertical member are inserted when the pipe-shaped vertical member and the connection jig are fitted. It is preferable that possible vertical grooves are formed in the connecting jig.

この構成によれば、簡単な構成でパイプ状縦部材の強度、特に座屈強度などを顕著に向上させることができると共に、雨水貯留構造用組立物の強度を全体的に向上させることができる。   According to this configuration, the strength of the pipe-shaped vertical member, particularly the buckling strength, can be remarkably improved with a simple configuration, and the strength of the rainwater storage structure assembly can be improved as a whole.

前記横部材と接続治具との接続が、前記横部材の端面と前記接続治具の外周面とが互いに対面してなされると共に、前記横部材の端面が前記接続治具の廻りを回転不能に接続されることが好ましい。   The connection between the horizontal member and the connection jig is made such that the end surface of the horizontal member and the outer peripheral surface of the connection jig face each other, and the end surface of the horizontal member cannot rotate around the connection jig. It is preferable to be connected to.

この構成によれば、施工時に、接続部材に連結された横部材が不用意に回転することを防止でき、作業が安定して行えると共に、接続強度が高まる。   According to this configuration, it is possible to prevent the transverse member coupled to the connection member from being rotated inadvertently during construction, the work can be stably performed, and the connection strength is increased.

又、本発明に係る雨水貯留構造物の特徴構成は、請求項1〜5のいずれか1項記載の雨水貯留構造用部材から組み立てられた三次元構造体を備え、この三次元構造体の上面側に被覆層が設けられることにある。   Moreover, the characteristic structure of the rainwater storage structure which concerns on this invention is equipped with the three-dimensional structure assembled from the member for rainwater storage structures of any one of Claims 1-5, The upper surface of this three-dimensional structure The coating layer is provided on the side.

この構成によれば、有機溶剤を使用する必要がないのみならず、電熱方式のような複雑な治具を用いる必要もなく、作業性よく部材間の接続を容易にでき、しかも接続構造を強固にできる雨水貯留構造物を提供することができる。   According to this configuration, it is not necessary to use an organic solvent, it is not necessary to use a complicated jig such as an electric heating method, the connection between members can be easily performed with good workability, and the connection structure is strong. The rainwater storage structure which can be made can be provided.

本発明に係る実施形態を、図面を参照して詳細に説明する。図1は、本実施形態に係る雨水貯留構造用組立部材として使用する接続治具1と横部材2とパイプ状縦部材3とを組み立てた単位ブロックの斜視図を示す。すなわち、図2はパイプ状縦部材3の上面方向からみた斜視図、図3は、接続治具と横部材との接続状態を示す斜視図である。   Embodiments according to the present invention will be described in detail with reference to the drawings. FIG. 1 shows a perspective view of a unit block in which a connecting jig 1, a transverse member 2, and a pipe-like longitudinal member 3 used as an assembly member for a rainwater storage structure according to this embodiment are assembled. That is, FIG. 2 is a perspective view of the pipe-like vertical member 3 as seen from the top surface direction, and FIG. 3 is a perspective view showing a connection state between the connecting jig and the horizontal member.

接続治具1は樹脂製であり、図1に示すように、縦部材3に外嵌可能な筒状部1aと、外周面の4箇所から突出して横部材2の端部と係合して両者を接続する突出部1bを有していて、突出部1bには、横部材2の端部突起(図示略)を受け入れて係合する貫通孔1cが4箇形成されている。更に、筒状部1a内部にも、やや小径の貫通孔が形成されて重量軽減が図られていると共に、雨水を下方に移動させて貯留させるようになっている。   As shown in FIG. 1, the connecting jig 1 is made of resin. As shown in FIG. The projecting portion 1b that connects the two has four through holes 1c that receive and engage end projections (not shown) of the lateral member 2 in the projecting portion 1b. Furthermore, a slightly smaller diameter through hole is formed inside the cylindrical portion 1a to reduce weight, and rainwater is moved downward to be stored.

接続部材1の各突出部1b間には、張出部1dが4箇所形成されていると共に、上下の筒状部1aに縦溝1eが4箇所形成されており、更に張出部1dの上段側が幾分突出した張出突出部1fを形成している。縦溝1eの底部の両隅が、幾分円弧状に形成されることが好ましい。このようにすると、接続部材1にパイプ状縦部材3が挿入され嵌合された状態で大きな外部応力が作用した場合に、縦溝1eの底部からの亀裂が生じるのを抑制でき、亀裂の進行を抑えることができる。   Between the protruding portions 1b of the connecting member 1, four protruding portions 1d are formed, and four vertical grooves 1e are formed in the upper and lower cylindrical portions 1a. An overhanging protrusion 1f is formed with the side protruding somewhat. It is preferable that both corners of the bottom of the vertical groove 1e are formed in a somewhat arcuate shape. If it does in this way, when big external stress acts in the state where the pipe-shaped vertical member 3 was inserted and fitted to the connection member 1, it can suppress that the crack from the bottom part of the vertical groove 1e arises, and progress of a crack. Can be suppressed.

また、各突出部1b間に張出部1dが4箇所形成されていることから、横部材2を接続した際、横部材2が水平方向に回転するのを防止でき(廻り止め機構)、施工作業を行うに当たり、横部材2が不用意に回転移動しないので、作業がし易くなると共に、施工作業時に横部材の下方へのたわみを抑制する効果を発揮する。   In addition, since four overhang portions 1d are formed between the protruding portions 1b, when the transverse member 2 is connected, the transverse member 2 can be prevented from rotating in the horizontal direction (rotation stop mechanism). In performing the work, the lateral member 2 does not rotate and move carelessly, so that the work is facilitated and the effect of suppressing the downward deflection of the lateral member during the construction work is exhibited.

更に、パイプ状縦部材3の端部と接する接続治具1の筒状部1aの内周面は、凹凸が1μm以下である平滑面に形成されていて、後述するように、接続部材1にパイプ状縦部材3を接続する場合、両者の嵌合・接続状態を強固にする。なお、図番1gは、張出部1dの外周面と略平行に突出する外周面縦リブであり、図示はしないが、横部材2の裏面側に設けられたリブと面接触して係合するようになっていて、接続部材1と横部材2とを接続した際、両者がぐらつかないように一体性を向上させて、水平方向からの過大な負荷に対しても大きな変形抵抗力を発揮し得るようにしている。   Furthermore, the inner peripheral surface of the cylindrical portion 1a of the connecting jig 1 that contacts the end of the pipe-shaped vertical member 3 is formed as a smooth surface with irregularities of 1 μm or less. When connecting the pipe-shaped vertical member 3, the fitting / connecting state of both is strengthened. Reference numeral 1g is an outer peripheral surface vertical rib that protrudes substantially parallel to the outer peripheral surface of the overhanging portion 1d. Although not shown, it engages in surface contact with a rib provided on the back surface side of the lateral member 2. When connecting the connecting member 1 and the transverse member 2, the unity is improved so that they do not wobble, and a large deformation resistance force is exerted against an excessive load from the horizontal direction. I am trying to get it.

接続部材1が、このように構成されていることから、上下の筒状部1aにパイプ状縦部材を嵌合する際に、筒状部1aが適度に拡径変形するので、縦部材の設計自由度が幾分高くなると共に、縦部材の寸法融通性が高くなり、施工作業性が向上する。更に、横部材2との接続に対しても、横部材2に形成されている垂壁2eの端面側の凹み2gと、接続部材1の張出部1dの上段側に形成されている張出突出部1fとが嵌合し、接続部材1と横部材2との接続が一層強固になり、雨水貯留構造用組立部材を組み立てた雨水貯留構造用組立物Aの強度が顕著に向上する。接続部材1と横部材2との接続は、図3の矢印Rに示すように、上方から横部材2を降下させて接続状態とする。なお、接続部材1の最上部位置では、パイプ状縦部材3を接続しないため、上方に向けた筒状部1aは不要となる。そのため、筒状部1aの上部の突出した部分を取り除くと共に、薄い円盤状の頂部を有するキャップ部材(図示略)を嵌着するようにしてもよい。   Since the connecting member 1 is configured in this way, when the pipe-like vertical member is fitted to the upper and lower cylindrical parts 1a, the cylindrical part 1a is appropriately expanded in diameter, so the design of the vertical member While the degree of freedom becomes somewhat higher, the dimensional flexibility of the vertical member becomes higher and the workability of construction is improved. Further, for connection with the horizontal member 2, a recess 2g on the end surface side of the vertical wall 2e formed on the horizontal member 2 and an overhang formed on the upper side of the overhanging portion 1d of the connection member 1 are also shown. The protrusion 1f is fitted, the connection between the connecting member 1 and the transverse member 2 is further strengthened, and the strength of the rainwater storage structure assembly A in which the rainwater storage structure assembly member is assembled is significantly improved. As shown by an arrow R in FIG. 3, the connection between the connecting member 1 and the transverse member 2 is brought into a connected state by lowering the transverse member 2 from above. In addition, in the uppermost position of the connection member 1, since the pipe-shaped vertical member 3 is not connected, the cylindrical part 1a facing upward becomes unnecessary. For this reason, the protruding portion at the top of the cylindrical portion 1a may be removed and a cap member (not shown) having a thin disk-like top may be fitted.

パイプ状縦部材3は樹脂製からなり、所定長さを有する円筒形をしており、接続治具1の筒状部1aに内嵌可能になっている。接続治具1と接するパイプ状縦部材3の端部3aの外周面には、凹凸が10〜40μmであるしぼ加工が施されていると共に、パイプ状縦部材3の端部3aの外周面が、先端から離間するに従い僅かに拡径され、肉厚化されている。   The pipe-like vertical member 3 is made of resin, has a cylindrical shape having a predetermined length, and can be fitted in the cylindrical portion 1 a of the connection jig 1. The outer peripheral surface of the end portion 3a of the pipe-shaped vertical member 3 in contact with the connecting jig 1 is subjected to graining with irregularities of 10 to 40 μm, and the outer peripheral surface of the end portion 3a of the pipe-shaped vertical member 3 is As the distance from the tip increases, the diameter is slightly increased and the thickness is increased.

すなわち、長さ400mmのパイプ状縦部材3の自由端での外径を60mmとすると、自由端から中央部に向けて60mmの位置まで0.5°程度拡径される勾配を有していて、この位置での外径が61mmとなっており、自由端からこの位置までしぼ加工が施されている。一方、パイプ状縦部材3の端部3aが内嵌される、接続部材1の筒状部1aは、底部から開口端に向けて60mmの位置において、内径62mmとなるように金型の抜き勾配が形成されている。そのため、パイプ状縦部材3の端部3aを接続部材1の筒状部1aに挿入して嵌合させると、しぼの凸部が弾性変形し、嵌合が容易となると共に嵌合完了した際には、特に接続部材の筒状部1a底部においては、しぼの変形に伴う内部応力が高まると共に、接続治具1の筒状部1aの内周面との間で密着した嵌合状態が確保できることになって抜け難くなり、接合構造を強固にできる。のみならず、接続治具1の筒状部1aの内周面に抜け勾配が形成されていることから、嵌合完了した際には、先端から離間した位置のしぼの変形は元に戻ると共に、パイプ状縦部材の端部と接続治具の筒状部1aの内周面との接触面積が大きくなり、抜け難くなって、この個所の接合構造を確実に強化できる。パイプ状縦部材3の端部3aに形成される上記勾配は、0.3〜1°程度が好ましい。   That is, assuming that the outer diameter at the free end of the pipe-shaped vertical member 3 having a length of 400 mm is 60 mm, the pipe-shaped vertical member 3 has a gradient that expands by about 0.5 ° from the free end toward the center to a position of 60 mm. The outer diameter at this position is 61 mm, and weaving is performed from the free end to this position. On the other hand, the cylindrical portion 1a of the connecting member 1 into which the end portion 3a of the pipe-shaped vertical member 3 is fitted is a draft angle of the mold so that the inner diameter is 62 mm at a position of 60 mm from the bottom toward the opening end. Is formed. Therefore, when the end portion 3a of the pipe-like vertical member 3 is inserted into the cylindrical portion 1a of the connecting member 1 and fitted, the convex portion of the wrinkle is elastically deformed to facilitate fitting and complete fitting. In particular, at the bottom of the cylindrical portion 1a of the connecting member, the internal stress associated with deformation of the warp increases, and a close fitting state is secured with the inner peripheral surface of the cylindrical portion 1a of the connecting jig 1. As a result, it becomes difficult to come out and the joining structure can be strengthened. Not only that, but the slipping gradient is formed on the inner peripheral surface of the cylindrical portion 1a of the connecting jig 1, so that when the fitting is completed, the deformation of the wrinkles away from the tip is restored. The contact area between the end portion of the pipe-shaped vertical member and the inner peripheral surface of the cylindrical portion 1a of the connecting jig is increased, and it is difficult to come off, so that the joint structure at this point can be reinforced. As for the said gradient formed in the edge part 3a of the pipe-shaped vertical member 3, about 0.3-1 degree is preferable.

また、こうしたしぼ加工を上記のように自由端から所定の位置まで連続的に形成し、パイプ状縦部材3の端部3aを接続部材1の筒状部1aと嵌合させることによって、嵌合部における気密性あるいは水密性を強化することができる。長期使用時に発生するパイプ状縦部材3の端部3aの内部や接続部材1の筒状部1aの内部などへの種々の藻類や浮遊物などの付着を防止することができ、雨水貯留構造用組立部材の保守や分解清掃作業において、作業性の向上を図ることができる。   Further, such a wrought process is continuously formed from the free end to a predetermined position as described above, and the end portion 3a of the pipe-like vertical member 3 is fitted to the cylindrical portion 1a of the connecting member 1, thereby fitting. The air tightness or water tightness in the part can be enhanced. It is possible to prevent various algae and suspended matter from adhering to the inside of the end portion 3a of the pipe-like vertical member 3 and the inside of the cylindrical portion 1a of the connecting member 1 that are generated during long-term use. Workability can be improved in maintenance of assembly members and in disassembly and cleaning work.

パイプ状縦部材3の端部3aの外周面へのしぼ加工は、予め射出成型金型にしぼ模様とは反転する形状を形成しておき、射出成型法を採用するなどによって容易に施すことができる。   The embossing on the outer peripheral surface of the end 3a of the pipe-shaped vertical member 3 can be easily performed by forming a shape reverse to the wrinkle pattern in an injection mold in advance and employing an injection molding method. it can.

パイプ状縦部材3の外周面に上下方向に沿って補強用の縦リブ14を取り付けていることが好ましい。この縦リブ14は、パイプ状縦部材3の上下端部を除く、外周面の中央部分に上下にわたり延設された細幅状をしており、パイプ状縦部材3の外周面に略等間隔に4本取り付けられている。その内、2本には縦リブ14の上下2箇所に水抜き孔14aが形成されている。このように構成すると、簡単な構成でパイプ状縦部材3の強度、特に座屈強度などを顕著に向上させることができる。この縦リブ14は、図1に示すように、パイプ状縦部材3と接続治具1とを嵌合させた場合には、接続治具1に形成されている縦溝1eに挿入されるようになる。縦リブ14の幅、長さ、数などは種々に変更可能であり、材質についてはパイプ状縦部材3と同材質であることが好ましいが、異なる材質であってもよい。また、縦リブ14は、パイプ状縦部材3の内周面側に取り付けられていてもよく、当初よりリブ付きパイプ状縦部材として一体成形されてもよい。   It is preferable that a reinforcing vertical rib 14 is attached to the outer peripheral surface of the pipe-shaped vertical member 3 along the vertical direction. The vertical ribs 14 have a narrow width extending vertically in the center of the outer peripheral surface excluding the upper and lower ends of the pipe-shaped vertical member 3, and are substantially equidistant from the outer peripheral surface of the pipe-shaped vertical member 3. 4 are attached. Two of them are provided with drain holes 14 a at two locations on the vertical rib 14. If comprised in this way, the intensity | strength of the pipe-shaped vertical member 3 by a simple structure, especially buckling intensity | strength etc. can be improved notably. As shown in FIG. 1, the vertical rib 14 is inserted into the vertical groove 1 e formed in the connection jig 1 when the pipe-shaped vertical member 3 and the connection jig 1 are fitted. become. The width, length, number, and the like of the vertical ribs 14 can be variously changed. The material is preferably the same material as that of the pipe-shaped vertical member 3, but may be a different material. Moreover, the vertical rib 14 may be attached to the inner peripheral surface side of the pipe-shaped vertical member 3, or may be integrally formed as a pipe-shaped vertical member with a rib from the beginning.

横部材2も樹脂製であり、図1,3に示すように、接続治具1の貫通孔1cに挿入されて係合する端部突起(図示略)を、裏面側の両端部に下向きに形成していると共に、端部突起間は下方に向けて開口された凹部が形成されている。横部材2の表面側の天面には、図3に示すように、長手方向にわたる浅い凹溝2hが形成されており、その底部に水抜き用貫通孔2fが形成されているが、凹溝2hの形状、数、などは適宜変更でき、水抜き用貫通孔2fの数、径などについても適宜変更できる。もっとも、凹溝の形状を単なる円弧状にする場合に比べて、波状に形成すると、特に水平方向の変形に対する強度が高まる。   The lateral member 2 is also made of resin, and as shown in FIGS. 1 and 3, end projections (not shown) that are inserted into and engaged with the through holes 1c of the connecting jig 1 are directed downward at both end portions on the back surface side. While forming, the recessed part opened toward the downward direction between the edge part protrusions is formed. As shown in FIG. 3, a shallow concave groove 2h extending in the longitudinal direction is formed on the top surface of the lateral member 2, and a drainage through hole 2f is formed at the bottom thereof. The shape, number, and the like of 2h can be changed as appropriate, and the number, diameter, and the like of the drain holes 2f can be changed as appropriate. However, compared with the case where the shape of the concave groove is a simple arc shape, when it is formed in a wave shape, the strength against deformation in the horizontal direction is increased.

そして、立設された各パイプ状縦部材3の上端に接続治具1を嵌合して装着しておき、2本のパイプ状縦部材3に装着された各接続治具1どうしの内、互いに隣接する2個の接続治具1の貫通孔1cの夫々に、横部材2の端部突起を挿入させて係合することにより、パイプ状縦部材3と横部材2とを接続し、これを繰り返えして、ジャングルジム状に三次元構造体を構成する雨水貯留構造用組立物Aを形成する。   Then, the connection jig 1 is fitted and attached to the upper end of each of the pipe-like vertical members 3, and the connection jigs 1 attached to the two pipe-like vertical members 3 are connected to each other. The pipe-like vertical member 3 and the horizontal member 2 are connected to each other by inserting and engaging the end projections of the horizontal member 2 in the through holes 1c of the two connecting jigs 1 adjacent to each other. Is repeated to form a rainwater storage structure assembly A that constitutes a three-dimensional structure in a jungle gym shape.

三次元構造体である雨水貯留構造用組立物Aは、少なくとも108kN/m以上の圧縮強度を有することが好ましい。このようにすれば、最上部に覆土2m程度(負荷:約36kN/m)を施工したとしても、土圧の3倍以上となる十分な強度を有する。具体的には、長さ約40cmのパイプ状縦部材と長さ40cmの横部材を組み合わせる場合には、6.25本/mとなり少なくとも圧縮強度約17.28kN/本を有するパイプ状縦部材を用いる。 The rainwater storage structure assembly A, which is a three-dimensional structure, preferably has a compressive strength of at least 108 kN / m 2 or more. If it does in this way, even if it covers about 2m of covering soil (load: about 36 kN / m < 2 >) in the uppermost part, it has sufficient intensity | strength which becomes 3 times or more of earth pressure. Specifically, when a pipe-shaped vertical member having a length of about 40 cm and a horizontal member having a length of 40 cm are combined, a pipe-shaped vertical member having 6.25 pieces / m 2 and at least a compressive strength of about 17.28 kN / piece is obtained. Is used.

このようにすることにより、一旦雨水を貯留して、庭園などへの散水、洗浄水、非常用水など各種用途に利用したり、大量の雨水を徐々に放流できるような調整機能を備えさせたりすることができる。しかも、コンクリートで構成する場合に比べて、養生期間などが不要であることから、雨水貯留構造物の構築速度を格段に早くすることができる。   In this way, rainwater is temporarily stored and used for various purposes such as watering gardens, washing water, emergency water, etc., and an adjustment function that can gradually discharge a large amount of rainwater is provided. be able to. And since the curing period etc. are unnecessary compared with the case where it comprises with concrete, the construction speed of a rainwater storage structure can be made markedly faster.

<施工例>
つぎに、本実施形態に係る雨水貯留構造用組立部材を組み立てた雨水貯留構造用組立物Aを、雨水貯留構造物に施工する例について、図4を参照して説明する。
<Example of construction>
Next, an example in which the rainwater storage structure assembly A in which the rainwater storage structure assembly members according to this embodiment are assembled is applied to the rainwater storage structure will be described with reference to FIG.

雨水貯留構造物を形成するに当たり、まず地面に1〜5m程度の地面凹部(以下、ピットということがある)を掘削・形成すると共に、ピット周囲に側溝7を形成し、ピットの底面に砕石、砂などを敷設・施工し平準化して基礎Bを形成する。その表面に遮水材である遮水シート4を敷設した後、樹脂製の各縦部材3と接続部材1とから、図1に示す単位ブロックを形成しつつ、更に継ぎ足し拡張して、ピットの内容積に応じジャングルジム状の雨水貯留構造用組立物Aを配置する。ピットの内容積が大きい場合には、ピット内で雨水貯留構造用組立物Aを組み立ててもよいし、雨水貯留構造用組立物Aをピット外で組み立てた後、ピット内に配置するようにしてもよい。このようにして組み立てた雨水貯留構造用組立物Aは、樹脂製あるいは金属製などのベルトで締結固定されることが好ましい。   In forming the rainwater storage structure, first, a ground recess (hereinafter sometimes referred to as a pit) of about 1 to 5 m is excavated and formed in the ground, and a side groove 7 is formed around the pit, and a crushed stone is formed on the bottom surface of the pit. Laying and constructing sand, etc. and leveling it, form foundation B. After laying a water-impervious sheet 4 as a water-impervious material on the surface, the unit blocks shown in FIG. A jungle gym-shaped assembly for rainwater storage structure A is arranged according to the internal volume. When the internal volume of the pit is large, the rainwater storage structure assembly A may be assembled in the pit, or after the rainwater storage structure assembly A is assembled outside the pit, it is arranged in the pit. Also good. The rainwater storage structure assembly A thus assembled is preferably fastened and fixed by a belt made of resin or metal.

ついで、ピット内に配置された雨水貯留構造用組立物Aの側面部は、必要に応じて埋め戻しCを行うと共に、側溝7よりピット内に雨水を流し込み可能に連通する配管8を敷設し、更に、上面に遮水シート5を被覆し、その上から0.5〜1m程度の土砂を被覆して覆土6とする。これら、上面の遮水シート5、覆土6などは、被覆層を形成する。また、これら被覆層6の複数箇所には、点検孔が設けられていてもよい。なお、雨水貯留構造用組立物A上面に遮水シート5を被覆する代わりに、透水性シートを被覆して雨水を浸透させるようにしてもよい。側溝7は、その底部に泥溜9が形成されるように、底部が幾分深くなっている。   Next, the side surface portion of the rainwater storage structure assembly A arranged in the pit is backfilled C as necessary, and a pipe 8 is laid so as to allow rainwater to flow from the side groove 7 into the pit. Furthermore, the water-impervious sheet 5 is covered on the upper surface, and about 0.5 to 1 m of earth and sand is covered from above to form the covered soil 6. These water-impervious sheet 5 and cover soil 6 on the upper surface form a coating layer. In addition, inspection holes may be provided at a plurality of locations of these coating layers 6. Instead of coating the water shielding sheet 5 on the upper surface of the rainwater storage structure assembly A, the rainwater may be permeated by coating a water permeable sheet. The side groove 7 is somewhat deep at the bottom so that a mud pool 9 is formed at the bottom.

図1に示すような長さ方向中央部の外径約60mm(自由端から中央部に向けて60mmの位置まで0.5°程度拡径された端部の外径61mm)、肉厚約4.0mm、長さ約40cmのポリプロピレン製パイプ状縦部材(東洋ゴム工業社製)、長さ約40cmのポリプロピレン製横部材および接続部材を用い、図1にその一部を示すような、高さ約1.6m、縦横約2.4mの雨水貯留構造組立物Aを形成し、深さ約3.5mの所定内容積を有するピット内に配置し、雨水貯留構造物を構築した。このポリプロピレン製パイプ状縦部材は、長さ方向の圧縮強度約140kN/4本(35kN/本)を有しており、1m当たり6.25本を使用すると、圧縮強度約219kN/mが得られ、覆土を2m(負荷:約36kN/m)とした場合でも、約6倍強の圧縮強度が得られるので、十分に実用的であることがわかる。 The outer diameter of the central portion in the length direction as shown in FIG. 1 is about 60 mm (the outer diameter of the end portion expanded by about 0.5 ° from the free end to the position of 60 mm toward the central portion), and the thickness is about 4 mm. A polypropylene pipe-shaped vertical member (manufactured by Toyo Tire & Rubber Co., Ltd.) having a length of about 0.04 mm and a length of about 40 cm, a horizontal member made of polypropylene having a length of about 40 cm, and a connecting member, as shown in FIG. A rainwater storage structure assembly A having a length of about 1.6 m and a length and width of about 2.4 m was formed and placed in a pit having a predetermined internal volume of a depth of about 3.5 m to construct a rainwater storage structure. This polypropylene pipe-shaped longitudinal member has a compressive strength of about 140 kN / 4 (35 kN / piece) in the length direction. When 6.25 are used per 1 m 2 , the compressive strength is about 219 kN / m 2. Thus, even when the covering soil is 2 m (load: about 36 kN / m 2 ), the compressive strength of about 6 times is obtained, and thus it can be seen that it is sufficiently practical.

また、水平方向から10%変形(高さ160cmに対して16cmの変形)を加えた場合でも、横部材と接続部材との間で破壊や外れを生じることがなかった。   Moreover, even when 10% deformation (16 cm deformation with respect to a height of 160 cm) was applied from the horizontal direction, no breakage or disconnection occurred between the horizontal member and the connection member.

実際、0.8m×0.4m×0.4m(1ユニット0.4mピッチのため)の大きさで雨水貯留構造物を構築し、その上から2mの覆土に相当する重錘を載置して1年以上経過したが、使用上問題となる変形その他のトラブルは一切生じなかった。   Actually, a rainwater storage structure is constructed with a size of 0.8m x 0.4m x 0.4m (because one unit has a 0.4m pitch), and a weight corresponding to 2m covering soil is placed on top of it. More than a year has passed, but no deformation or other problems that caused problems in use occurred.

〔別実施の形態〕
(1)雨水貯留構造用組立物Aの組み立て作業をするに際して、角板状のパネルを、パイプ状縦部材3どうしの間に配置すると共に横部材2上に載置するように水平に嵌め込み、組み立て作業性を高めるための平坦性を確保すると共に、雨水貯留構造用組立物Aの強度を高めるようにしてもよい。
[Another embodiment]
(1) When assembling the rainwater storage structure assembly A, a square plate-like panel is horizontally fitted so as to be placed between the pipe-like vertical members 3 and placed on the horizontal member 2; You may make it raise the intensity | strength of the assembly A for rainwater storage structures while ensuring the flatness for improving assembly workability | operativity.

(2)雨水貯留構造用組立物Aの側面外周部に、側面パネルを装着して、雨水貯留構造用組立物Aの強度を向上させることができる。この側面パネルの側部に、図2に示すパイプ状縦部材3の縦リブ14と係合する係止部を設け、両者を係合した接続するようにしてもよい。このような側面パネルを、雨水貯留構造用組立物Aの側面外周部あるいは適宜単位ブロックの側面に装着することにより、地盤変位などに対して大きな抵抗力を発揮し得ることができる。   (2) The strength of the rainwater storage structure assembly A can be improved by attaching a side panel to the outer periphery of the side surface of the rainwater storage structure assembly A. A locking portion that engages with the vertical rib 14 of the pipe-shaped vertical member 3 shown in FIG. 2 may be provided on the side portion of the side panel, and the two may be connected to each other. By attaching such a side panel to the outer peripheral portion of the side surface of the assembly A for rainwater storage structure or the side surface of the unit block as appropriate, it is possible to exert a great resistance against ground displacement or the like.

(3)上記実施形態の雨水貯留構造物において、雨水貯留構造用組立物Aの内部に貯留された雨水を対流させる対流生成機構が、点検孔を介して挿入可能に構成されていてもよい。対流生成機構としては、例えば、軸先端にスクリュー装置が設けられて、これを雨水貯留構造用組立物Aの内部に挿入し、電動機などによりスクリュー装置を駆動させる構成が考えられる。   (3) In the rainwater storage structure of the above-described embodiment, a convection generation mechanism that convects rainwater stored in the rainwater storage structure assembly A may be configured to be insertable through the inspection hole. As the convection generating mechanism, for example, a configuration in which a screw device is provided at the tip of the shaft, inserted into the rainwater storage structure assembly A, and the screw device is driven by an electric motor or the like can be considered.

この対流生成機構により、貯留されている雨水を撹拌・対流させ、雨水貯留構造用組立物Aに付着している土砂などを底部に落下させると共に、これらの土砂および底部に堆積している土砂などを他方側に向けて押しやるようにする。そして、雨水貯留構造用組立物Aの配置されている他方側に予め形成した、ピットの底部より低い凹所に土砂を集めた後、別の点検孔を介して、長尺のホース等を有して凹所に挿入可能なバキューム装置を用いて、土砂を吸引し外部に排出する。このようにすると、雨水貯留構造物に堆積した土砂を効果的に排出して、貯留した雨水を清浄にでき、雨水の利用範囲が拡大する。   By this convection generating mechanism, the stored rainwater is agitated and convected, and the earth and sand adhering to the rainwater storage structure assembly A is dropped to the bottom, and the earth and sand accumulated on the bottom are Push toward the other side. Then, after collecting earth and sand in a recess lower than the bottom of the pit formed in advance on the other side where the assembly A for rainwater storage structure is arranged, a long hose or the like is provided through another inspection hole. Then, using a vacuum device that can be inserted into the recess, the soil is sucked and discharged to the outside. If it does in this way, the earth and sand deposited on the rainwater storage structure can be discharged | emitted effectively, the stored rainwater can be purified, and the utilization range of rainwater will be expanded.

(4)更に、雨水貯留構造用組立物Aの内部に点検孔を介して曝気装置を挿入可能に構成されていてもよい。このようにすると、内部に貯留されている雨水に新鮮空気を取り入れて適宜曝気させ、酸化させることにより、雨水の清浄化を図り、水質の悪化を防止できる。   (4) Furthermore, the aeration apparatus may be configured to be inserted into the rainwater storage structure assembly A through the inspection hole. If it does in this way, fresh air will be taken in the rainwater stored inside, it will be aerated appropriately, and it will oxidize, thereby purifying rainwater and preventing deterioration of water quality.

(5)上記対流生成機構、曝気装置を、それぞれ着脱自在の構成としてもよいし、雨水貯留構造物に固定してもよく、これらに用いる動力源としては、商用電源の他、可搬式の発電装置や、各種一次電池、二次電池などの電池を使用することができ、更には雨水貯留構造物の地上部に太陽電池発電装置や風力発電装置などを設けて、これから得られた電力を使用するようにしてもよい。   (5) The convection generating mechanism and the aeration apparatus may be configured to be detachable or fixed to a rainwater storage structure, and the power source used for these may be a portable power generation in addition to a commercial power source. Devices, batteries such as various primary batteries and secondary batteries can be used, and furthermore, solar cell power generators, wind power generators, etc. are installed on the ground part of rainwater storage structures, and the power obtained from them is used You may make it do.

(6)上記実施形態の場合、樹脂製パイプ状縦部材の構成材料としてポリプロピレン製を例示したが、これに限定されるものではなく、ポリエチレン、ポリ塩化ビニル、PET(ポリエチレンテレフタレート)等を使用してもよいし、必要な強度が得られれば、各種の熱可塑性樹脂を使用することができる。更に、パイプ状縦部材として、樹脂製に代えてステンレス鋼などの金属製パイプとすることもでき、樹脂製パイプ状縦部材の内部にコンクリートを注入したり、あるいは鉄筋コンクリートを挿入したりして補強してもよい。   (6) In the case of the above-described embodiment, polypropylene is exemplified as a constituent material of the resin pipe-like vertical member. However, the material is not limited to this, and polyethylene, polyvinyl chloride, PET (polyethylene terephthalate) or the like is used. Alternatively, various thermoplastic resins can be used as long as the required strength is obtained. Furthermore, as a pipe-like vertical member, it can be replaced by a metal pipe such as stainless steel instead of resin, and is reinforced by injecting concrete into the resin pipe-like vertical member or inserting reinforced concrete. May be.

(7)パイプ状縦部材、横部材、接続治具とは、同じ材質の樹脂製としてもよいが、異なる材質の樹脂製であってもよい。   (7) The pipe-shaped vertical member, the horizontal member, and the connection jig may be made of the same resin material, but may be made of different resin materials.

(8)樹脂製パイプ状縦部材、横部材、接続治具の構成材料に、粉体状の炭酸カルシウム(炭カル)等を混入させるようにしてもよい。このようにすると、構成材料の比重を大きくすることができ、雨水を貯留する際に生じる浮力に抗することができ、浮力対策として特別な施工が不必要となり、小さいスペースでもより大きい貯水量が確保できて好ましい。具体的には、13%程度の炭カルを樹脂に混入させることにより、比重を1.0以上にすることができる。   (8) You may make it mix powdery calcium carbonate (carbon char) etc. in the constituent material of a resin pipe-like vertical member, a horizontal member, and a connection jig. In this way, the specific gravity of the constituent materials can be increased, the buoyancy that occurs when rainwater is stored can be resisted, special construction is not required as a buoyancy measure, and a larger amount of water can be stored even in a small space. It is preferable because it can be secured. Specifically, the specific gravity can be made 1.0 or more by mixing about 13% charcoal cal in the resin.

(9)上記構成材料に混入させる場合、炭カルに代えて、タルク、硫酸バリウムなどのウィスカーを混入させるようにしてもよい。これらは、炭カルに比べてアスペクト比が大きく、強度を高める効果が大きい。更に、ガラス繊維を上記構成部材に混入させても良い。ガラス繊維は、構成部材の比重を高めるだけでなく、強度、寸法安定性をも高めることができて好ましい。例えば、ガラス繊維を4.6wt%添加(20wt%マスターバッチ100に対して30部添加)すると、比重は0.03高くなり、強度は15%向上し、成型時に収縮率は0.4%改善する。   (9) When mixed in the above constituent materials, whiskers such as talc and barium sulfate may be mixed instead of charcoal cal. These have a larger aspect ratio than charcoal cal and have a large effect of increasing strength. Furthermore, you may mix glass fiber in the said structural member. Glass fibers are preferable because they can not only increase the specific gravity of the constituent members but also increase the strength and dimensional stability. For example, when 4.6 wt% of glass fiber is added (30 parts added to 20 wt% masterbatch 100), the specific gravity is increased by 0.03, the strength is improved by 15%, and the shrinkage ratio is improved by 0.4% during molding. To do.

本発明に係る雨水貯留構造物は、雨水を貯留して利用するタンクとしての用途に止まらず、ビオトープ等として利用することもできる。   The rainwater storage structure according to the present invention is not limited to the use as a tank for storing and using rainwater, but can also be used as a biotope or the like.

本発明の一実施形態に係る雨水貯留構造用組立部材の単位ブロックを示す斜視図The perspective view which shows the unit block of the assembly member for rainwater storage structures concerning one Embodiment of this invention 図1の雨水貯留構造用組立部材を構成するパイプ状縦部材の斜視図The perspective view of the pipe-shaped vertical member which comprises the assembly member for rainwater storage structures of FIG. 接続部材と横部材との接続構造を示す斜視図The perspective view which shows the connection structure of a connection member and a horizontal member 本発明の一実施形態に係る雨水貯留構造用組立部材を用いた雨水貯留構造物の概略正面断面図Schematic front sectional view of a rainwater storage structure using an assembly member for a rainwater storage structure according to an embodiment of the present invention

符号の説明Explanation of symbols

1 接続治具
1e 縦溝
2 横部材
3 パイプ状縦部材
3a 端部
5,6 被覆層
14 リブ
A 三次元構造体
DESCRIPTION OF SYMBOLS 1 Connection jig 1e Longitudinal groove 2 Horizontal member 3 Pipe-shaped vertical member 3a End part 5, 6 Covering layer 14 Rib A Three-dimensional structure

Claims (6)

所定長さを有する複数のパイプ状縦部材と、これらパイプ状縦部材と共に三次元構造体を組み立てる横部材と、前記パイプ状縦部材と前記横部材とに接続可能で、かつ前記パイプ状縦部材と横部材とを互いに連結する接続治具とを備え、前記パイプ状縦部材と接続治具および前記横部材と接続治具とを嵌合させて組み立てることにより三次元構造体を形成し、その内部に空間を形成可能にする雨水貯留構造用部材において、
前記パイプ状縦部材と接続治具とを嵌合させる際、この接続治具と接する前記パイプ状縦部材の端部の外周面にしぼ加工が施されていて、前記パイプ状縦部材の端部と接する前記接続治具の内周面が、前記パイプ状縦部材の端部の外周面に施されたしぼに基づく凹凸面より平滑面に形成されていることを特徴とする雨水貯留構造用部材。
A plurality of pipe-like vertical members having a predetermined length, a horizontal member for assembling a three-dimensional structure together with these pipe-like vertical members, and connectable to the pipe-like vertical member and the horizontal member, and the pipe-like vertical member And a connecting jig for connecting the horizontal member and the horizontal member, and forming the three-dimensional structure by assembling the pipe-shaped vertical member and the connecting jig and the horizontal member and the connecting jig together. In the rainwater storage structural member that enables the formation of a space inside,
When fitting the pipe-shaped vertical member and the connection jig, the outer peripheral surface of the end portion of the pipe-shaped vertical member in contact with the connection jig is subjected to squeezing, and the end of the pipe-shaped vertical member A member for a rainwater storage structure, wherein an inner peripheral surface of the connecting jig in contact with the pipe is formed to be smoother than a concavo-convex surface based on a wrinkle applied to an outer peripheral surface of an end portion of the pipe-shaped vertical member .
前記パイプ状縦部材と接続治具とを嵌合させる際、この接続治具と接する前記パイプ状縦部材の端部の外周面が、先端から離間するに従い僅かに拡径されている請求項1記載の雨水貯留構造用部材。   2. When fitting the pipe-shaped vertical member and the connection jig, the outer peripheral surface of the end portion of the pipe-shaped vertical member in contact with the connection jig is slightly expanded in diameter as the distance from the tip is increased. The member for rainwater storage structure as described. 前記パイプ状縦部材の端部の外周面に施されているしぼの凹凸が10〜40μmであり、前記接続治具の内周面の凹凸が1μm以下である請求項1又は2記載の雨水貯留構造用部材。   3. The rainwater storage according to claim 1, wherein the unevenness on the outer periphery of the end of the pipe-shaped vertical member is 10 to 40 μm, and the unevenness on the inner peripheral surface of the connection jig is 1 μm or less. Structural member. 前記パイプ状縦部材の外周面に、上下方向に沿って形成されたリブが設けられていて、前記パイプ状縦部材と接続治具とを嵌合させるに当たり、前記パイプ状縦部材のリブが挿入可能な縦溝が前記接続治具に形成されている請求項1〜3のいずれか1項記載の雨水貯留構造用部材。   Ribs formed along the vertical direction are provided on the outer peripheral surface of the pipe-shaped vertical member, and the ribs of the pipe-shaped vertical member are inserted when the pipe-shaped vertical member and the connection jig are fitted. The member for rain water storage structures of any one of Claims 1-3 in which the possible vertical groove is formed in the said connection jig. 前記横部材と接続治具との接続が、前記横部材の端面と前記接続治具の外周面とが互いに対面してなされると共に、前記横部材の端面が前記接続治具の廻りを回転不能に接続される請求項1〜4のいずれか1項記載の雨水貯留構造用部材。   The connection between the horizontal member and the connection jig is made such that the end surface of the horizontal member and the outer peripheral surface of the connection jig face each other, and the end surface of the horizontal member cannot rotate around the connection jig. The member for rainwater storage structures according to any one of claims 1 to 4, wherein the member is for rainwater storage. 請求項1〜5のいずれか1項記載の雨水貯留構造用部材から組み立てられた三次元構造体を備え、この三次元構造体の上面側に被覆層が設けられる雨水貯留構造物。   A rainwater storage structure comprising a three-dimensional structure assembled from the rainwater storage structure member according to any one of claims 1 to 5, wherein a covering layer is provided on an upper surface side of the three-dimensional structure.
JP2007167976A 2007-06-26 2007-06-26 Rainwater storage structure member and rainwater storage structure Withdrawn JP2009007769A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007167976A JP2009007769A (en) 2007-06-26 2007-06-26 Rainwater storage structure member and rainwater storage structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007167976A JP2009007769A (en) 2007-06-26 2007-06-26 Rainwater storage structure member and rainwater storage structure

Publications (1)

Publication Number Publication Date
JP2009007769A true JP2009007769A (en) 2009-01-15

Family

ID=40323123

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007167976A Withdrawn JP2009007769A (en) 2007-06-26 2007-06-26 Rainwater storage structure member and rainwater storage structure

Country Status (1)

Country Link
JP (1) JP2009007769A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012233321A (en) * 2011-04-28 2012-11-29 Hayashi Bussan Hatsumei Kenkyusho:Kk Space construction object and outflow-restraining facility for rainwater and the like
JP2017179786A (en) * 2016-03-29 2017-10-05 帝人株式会社 Block member for rainwater storage tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012233321A (en) * 2011-04-28 2012-11-29 Hayashi Bussan Hatsumei Kenkyusho:Kk Space construction object and outflow-restraining facility for rainwater and the like
JP2017179786A (en) * 2016-03-29 2017-10-05 帝人株式会社 Block member for rainwater storage tank

Similar Documents

Publication Publication Date Title
CN204435975U (en) A kind of Modular spliced pond
US9079708B2 (en) Storage composite, and storage tank and permeable storage tank using same
US7857552B2 (en) Tenon joint type space lattice structure
KR101278547B1 (en) The precast concrete wall for the water-storage construct
JP2009007769A (en) Rainwater storage structure member and rainwater storage structure
KR100806244B1 (en) Member for rainwater containing structure and rainwater containing structure body using the same
JP2008248655A (en) Support tool for constructing honeycomb structure
JP2005290677A (en) Underground water tank loading structure
JP2007198071A (en) Reinforcement structure of opening part of concrete slab and its reinforcing method
US11697946B2 (en) Pool or other below grade fluid containment
JP3802919B1 (en) Rainwater storage structure member and rainwater storage structure
JP2007239346A (en) Member for rainwater storage structure and rainwater storage structure using the same
JP2007046443A (en) Member for rainwater storing structure and rainwater storing structure
CN212689131U (en) Module combined water supply and drainage system
KR100585495B1 (en) Sheeting board
JP2006336406A (en) Rainwater storage structure
KR101841433B1 (en) Eco-friendly high strength gravity retaining wall block using plastic waste and inorganic powder waste
JP2008063722A (en) Member for rainwater storage structure, and rainwater storage structure using it
KR101164126B1 (en) Polymer concrete form and their construction method for box culvert using this
JP2007308963A (en) Inspection hole member and rainwater storage structure using the same
KR100600500B1 (en) The underdrain construction method of having used tube structure for underdrain installation, and this
KR101042969B1 (en) The pipe and it`s use the rainwater tank
JP2006104739A (en) Member for rainwater storage structure and rainwater storage structure using the same
JP2006336405A (en) Rainwater storage structure
JP4264309B2 (en) Rainwater storage / penetration facility face plate member, rainwater storage / penetration structure, and rainwater storage / penetration facility

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20100907