JPH10195937A - Filling member for underground water storage tank, and the like - Google Patents

Filling member for underground water storage tank, and the like

Info

Publication number
JPH10195937A
JPH10195937A JP8357555A JP35755596A JPH10195937A JP H10195937 A JPH10195937 A JP H10195937A JP 8357555 A JP8357555 A JP 8357555A JP 35755596 A JP35755596 A JP 35755596A JP H10195937 A JPH10195937 A JP H10195937A
Authority
JP
Japan
Prior art keywords
fitting
filling member
water storage
underground water
storage tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP8357555A
Other languages
Japanese (ja)
Other versions
JP3198479B2 (en
Inventor
Takayuki Ikeda
隆之 池田
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.)
Takiron Co Ltd
Original Assignee
Takiron 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=18454728&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JPH10195937(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Takiron Co Ltd filed Critical Takiron Co Ltd
Priority to JP35755596A priority Critical patent/JP3198479B2/en
Publication of JPH10195937A publication Critical patent/JPH10195937A/en
Application granted granted Critical
Publication of JP3198479B2 publication Critical patent/JP3198479B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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

Abstract

PROBLEM TO BE SOLVED: To provide a filling member capable of being conveyed or kept by packing it in a compact and unbulky shape in spite of displaying large resistance force against upper mounting load. SOLUTION: A filling member A is equipped with a plurality of post elements 10 having equal length of bar members having fitting joint sections to the upper and lower ends of them and joint elements 20 and 20A having a plurality of fitting sections 21 for fitting the fitting joint sections on the upper ends or the fitting joint sections on the lower ends of the post elements 10. The fitting sections 21 can be formed in a socket-shape or a projection-shape. The post elements 10 and joint elements 20 and 20A can be formed of synthetic resin molded bodies.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地下貯水槽や地下
貯留浸透槽等に設けられる水溜め空間に並べて配備して
使用されたり、その水溜め空間内で垂直に延ばして背高
状態にして用いられる充填部材に関する。
The present invention relates to a water storage space provided in an underground water storage tank, an underground storage infiltration tank, or the like, which is used by being arranged side by side, or extending vertically in the water storage space to be tall. It relates to the filling member used.

【0002】[0002]

【従来の技術】特公平4−26648号公報に、雨水等
の貯留浸透施設についての記載があり、この公報に、タ
ンク部内に容器状部材を縦横かつ上下に積み上げること
についての記載がある。この容器状部材は、多数の孔を
有する底部及び周側壁で構成されており、文字通り、物
を入れるバケツ、器、箱といったような容器の形状を有
している。このような容器状部材を重ね合わせてタンク
内の充填材とする場合、上載荷重に対して大きな強度を
示すのは、周側壁が垂直になっている場合である。しか
しながら、周側壁が垂直になっている容器状部材は、運
搬時や保管時に重ね合わせたとき嵩張って全体の容積が
小さくならず、輸送効率や保管効率がきわめて悪く、物
流費が高くなるという課題があった。
2. Description of the Related Art Japanese Patent Publication No. 4-26648 describes a facility for storing and infiltrating rainwater and the like, and this publication describes that container-like members are stacked vertically and horizontally in a tank portion. This container-like member is constituted by a bottom portion having a large number of holes and a peripheral side wall, and has a shape of a container such as a bucket, a container, a box, etc., for literally storing objects. When such a container-like member is overlapped to form a filler in a tank, a large strength is exhibited with respect to an overload when the peripheral side wall is vertical. However, a container-like member having a vertical peripheral side wall is bulky when stacked during transportation or storage, does not reduce the overall volume, and is extremely poor in transportation efficiency and storage efficiency, and increases distribution costs. There were challenges.

【0003】また、上記公報に記載のように、底壁に対
して周側壁を鈍角に立ち上げてある場合、すなわち、周
側壁を上拡がりに傾斜させた場合、図12のように同一
方向で重ねれば1つの容器状部材100に他の容器状部
材200の底壁210が入り込み、他の容器状部材20
0の底壁210が容器状部材100の周側壁120の内
面に接する形で重なる。このようにして、複数の容器状
部材100,200,300を重ねれば、それらの容器
状部材を全体としてコンパクトに梱包でき、持ち運びや
保管にきわめて便利である。
Further, as described in the above publication, when the peripheral side wall is raised at an obtuse angle with respect to the bottom wall, that is, when the peripheral side wall is inclined upwardly, as shown in FIG. If they are overlapped, the bottom wall 210 of another container 200 enters one container 100 and the other container 20
The bottom wall 210 overlaps with the inner surface of the peripheral side wall 120 of the container 100. Thus, by stacking a plurality of container-like members 100, 200, and 300, the container-like members can be compactly packaged as a whole, which is extremely convenient for carrying and storing.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、このよ
うな容器状部材には、大きな問題があった。すなわち、
多数の通水口が開設された多角形の周側壁と底壁とを有
する容器状部材は周側壁が傾斜しているため、これらの
容器状部材を積み上げたときに大きな上載荷重が加わる
と周側壁が座屈を生じやすく、仮に周側壁の一部に座屈
が生じるとその影響が他の部分にも及んで座屈範囲が短
期間で簡単に広がってしまう。このような状況は、周側
壁の厚さを厚くすることによって多少は改善されるけれ
ども、本質的な解決策とはなり得ない。
However, such a container-shaped member has a serious problem. That is,
A container-like member having a polygonal peripheral side wall and a bottom wall having a large number of water inlets is inclined, so that when these container-like members are piled up and a large overload is applied, the peripheral side wall is formed. However, if the buckling occurs in a part of the peripheral side wall, the influence is exerted on other parts, and the buckling range is easily expanded in a short time. Although this situation is somewhat improved by increasing the peripheral wall thickness, it cannot be an essential solution.

【0005】本発明は以上の問題に鑑みてなされたもの
であり、上載荷重に対する大きな対抗力を発揮するもの
であるにもかかわらず、嵩張らないコンパクトな形に梱
包して搬送したり保管したりすることのできる地下貯水
槽等に用いる充填部材を提供することを目的とする。
[0005] The present invention has been made in view of the above-mentioned problems, and despite being capable of exerting a large resistance to an overload, it is possible to pack and transport or store the product in a compact form without bulk. It is an object of the present invention to provide a filling member used for an underground water storage tank or the like that can be used.

【0006】また、本発明は、要求される上載荷重に応
じてその耐荷重性を変えることの容易な地下貯水槽等に
用いる充填部材を提供することを目的とする。
Another object of the present invention is to provide a filling member used for an underground water storage tank or the like whose load resistance can be easily changed according to a required overload.

【0007】さらに、本発明は、施工に際して役立つ足
場の踏板としての機能や、当該充填部材をシートで上か
ら覆うときにそのシートを下からバックアップする機能
などを備えた地下貯水槽等に用いる充填部材を提供する
ことを目的とする。
Further, the present invention is directed to a filling tank used for an underground water storage tank having a function as a tread of a scaffold useful for construction and a function of backing up the sheet from below when covering the filling member from above. An object is to provide a member.

【0008】[0008]

【課題を解決するための手段】請求項1に係る発明の地
下貯水槽等に用いる充填部材は、上端部と下端部とにそ
れぞれ嵌合連結部を備えた棒材でなる複数本の支柱要素
と、この支柱要素の上端部側の嵌合連結部または下端部
側の嵌合連結部に嵌合されてその嵌合連結部に結合され
る嵌合部が縦横に配列されてなる複数の連結要素と、か
らなるというものである。
According to the first aspect of the present invention, there is provided a filling member for use in an underground water storage tank or the like, which comprises a plurality of pillar elements formed of rods each having a fitting connection portion at an upper end and a lower end. And a plurality of connections in which fitting portions fitted to the fitting connection portion on the upper end portion or the fitting connection portion on the lower end portion of the support element and coupled to the fitting connection portion are arranged vertically and horizontally. Element.

【0009】この充填部材において、連結要素の嵌合部
はたとえば格子状に縦横に配列される。複数の嵌合部が
このように配列された連結要素を備える当該充填部材に
おいて、所定本数の支柱要素が用意され、それらの支柱
要素のそれぞれの下端部側の嵌合連結部が連結要素の複
数の嵌合部にそれぞれ各別に嵌合して連結されると共
に、それらの支柱要素のそれぞれの上端部側の嵌合連結
部が別の連結要素の複数の嵌合部にそれぞれ各別に嵌合
して連結され、これによって立体的に枠組みされた充填
部材が組み立てられる。こうして組み立てられた複数の
充填部材が、たとえば縦横に並べて配列される。また、
上記のようにして組み立てられた充填部材は上下複数段
に段積みして用いることも可能である。
In this filling member, the fitting portions of the connecting elements are arranged, for example, vertically and horizontally in a lattice shape. In the filling member having the connecting elements in which the plurality of fitting portions are arranged in this manner, a predetermined number of strut elements are prepared, and the fitting connecting portions on the lower end side of each of the strut elements are the plurality of connecting components. Are respectively fitted to and connected to the fitting portions of the support members, and the fitting connection portions on the upper end sides of the support elements are separately fitted to the plurality of fitting portions of the other connection elements, respectively. And thereby a three-dimensionally framed filling member is assembled. The plurality of filling members thus assembled are arranged, for example, vertically and horizontally. Also,
The filling member assembled as described above can be used by being stacked in a plurality of upper and lower stages.

【0010】組み立てられた個々の充填部材は立体的な
枠組みを構成している。そのため、その上下の連結要素
の相互間や支柱要素の相互間に空間が確保され、その空
間が水溜め空間として役立ち、しかも、個々の充填部材
を縦横に並べたり上下複数段に段積みしたりした場合に
は、個々の充填部材の水溜め空間が相互に連通してより
大きな水溜め空間を形成する。
The assembled individual filling members constitute a three-dimensional framework. Therefore, a space is secured between the upper and lower connecting elements and between the strut elements, and the space serves as a water storage space.In addition, individual filling members are arranged vertically and horizontally or stacked in a plurality of upper and lower stages. In such a case, the pool spaces of the individual filling members communicate with each other to form a larger pool space.

【0011】立体的な枠組みとして組み立てられた充填
部材は、それに用いられている複数本の支柱要素を垂直
に配備することによって、それらの支柱要素が上載荷重
に対して大きな対抗力を発揮する。また、充填部材を組
み立てる前の支柱要素や連結要素は別々に取り扱うこと
ができるので、コンパクトな形に梱包して搬送したり保
管したりすることができる。また、支柱要素の長さや積
み重ね段数を増減することによってその全体高さが増減
調節され、1つの連結要素に結合される支柱要素の本数
を増減することによって、上載荷重に対する対抗力が調
節される。
In a filling member assembled as a three-dimensional framework, a plurality of strut elements used therein are vertically arranged, so that the strut elements exert a large resistance against an overload. In addition, since the strut element and the connecting element before assembling the filling member can be handled separately, they can be packed and transported or stored in a compact form. Also, the overall height is adjusted by increasing or decreasing the length of the strut element or the number of stacking stages, and the resistance to the overload is adjusted by increasing or decreasing the number of strut elements coupled to one connecting element. .

【0012】請求項2に係る発明の地下貯水槽等に用い
る充填部材は、請求項1に記載したものにおいて、上記
連結要素が、多数の上記嵌合部を一体に連結している連
結部を有するというものである。このような充填部材
は、多数の嵌合部と連結部とを合成樹脂で一体に射出成
形することが可能である。また、上記連結部は、隣接す
る嵌合部同士を連結するリブとして形成されていても、
隣接する嵌合部同士を連結する平板として形成されてい
てもよい。
The filling member used in the underground water storage tank or the like according to the second aspect of the present invention is the filling member according to the first aspect, wherein the connecting element is a connecting portion that integrally connects a large number of the fitting portions. It is to have. Such a filling member is capable of integrally molding a large number of fitting portions and connecting portions with a synthetic resin. Further, even if the connecting portion is formed as a rib connecting the adjacent fitting portions,
It may be formed as a flat plate connecting adjacent fitting portions.

【0013】請求項3に係る発明のように、上記連結部
が通孔を有する踏板部を一体に備えることが望ましく、
そのようにしておくと、当該充填部材の施工時に、作業
者がその踏板部を歩行することができる利便がある。踏
板部の通孔は、水の通路として役立つ。通孔を有する踏
板部は、格子状のリブや多数の平行なリブなどによって
形成することが可能である。
[0013] As in the invention according to claim 3, it is preferable that the connecting portion integrally includes a tread portion having a through hole.
By doing so, there is a convenience that the worker can walk on the tread portion during the construction of the filling member. The through hole of the tread portion serves as a water passage. The tread portion having a through hole can be formed by a grid-like rib, a number of parallel ribs, or the like.

【0014】請求項4に係る発明の地下貯水槽等に用い
る充填部材は、請求項1、請求項2、請求項3のいずれ
かに記載したものにおいて、上記嵌合部のそれぞれに上
向き嵌合部と下向き嵌合部とが同心状に備わっていると
いうものである。
According to a fourth aspect of the present invention, there is provided the filling member used in the underground water storage tank or the like according to any one of the first, second and third aspects, wherein the filling member is upwardly fitted to each of the fitting portions. The part and the downward fitting part are provided concentrically.

【0015】この発明の充填部材によると、連結要素の
上向き嵌合部に支柱要素の下端部側の嵌合連結部を嵌合
して連結することができ、連結要素の下向き嵌合部に支
柱要素の上端部側の嵌合連結部を嵌合して連結すること
ができる。そのため、連結要素を挾んでその上側と下側
とにそれぞれ支柱要素を配備することができるようにな
るので、充填部材を垂直に延ばして背高状態にすること
が可能である。
According to the filling member of the present invention, the fitting connecting portion on the lower end side of the pillar element can be fitted and connected to the upward fitting portion of the connecting element, and the pillar can be fitted to the downward fitting portion of the connecting element. The fitting connection on the upper end side of the element can be fitted and connected. Therefore, it is possible to arrange the pillar elements on the upper side and the lower side with the connecting element interposed therebetween, so that the filling member can be vertically extended to be tall.

【0016】請求項5に係る発明の地下貯水槽等に用い
る充填部材は、請求項1、請求項2、請求項3、請求項
4のいずれかに記載したものにおいて、上記嵌合部が、
上記支柱要素の上端部側の嵌合連結部または下端部側の
嵌合連結部に外嵌合可能な筒状のソケットでなるという
ものであり、請求項6に係る発明の地下貯水槽等に用い
る充填部材は、請求項1、請求項2、請求項3、請求項
4のいずれかに記載したものにおいて、上記嵌合部が、
上記支柱要素の上端部側の嵌合連結部または下端部側の
嵌合連結部に内嵌合可能な凸部でなるというものであ
る。このように、連結要素の嵌合部は様々な形状に形成
することができる。
According to a fifth aspect of the present invention, there is provided a filling member used for an underground water storage tank or the like according to any one of the first, second, third, and fourth aspects, wherein the fitting portion is
It is a cylindrical socket which can be externally fitted to the fitting connection part on the upper end side or the fitting connection part on the lower end side of the support element, and is used for an underground water storage tank or the like according to the invention according to claim 6. The filling member used in any one of claim 1, claim 2, claim 3, and claim 4, wherein the fitting portion is
It is a projection which can be fitted inside the fitting connection on the upper end or the fitting connection on the lower end of the support element. Thus, the fitting part of the connecting element can be formed in various shapes.

【0017】請求項7に係る発明の地下貯水槽等に用い
る積上げ部材は、請求項1、請求項2、請求項3、請求
項4、請求項5、請求項6のいずれかに記載したものに
おいて、上記支柱要素および上記連結要素のそれぞれが
合成樹脂成形体であるというものである。
The stacking member used in the underground water storage tank or the like according to the invention according to claim 7 is the one according to any one of claims 1, 2, 3, 4, 5, and 6. In the above, each of the support element and the connection element is a synthetic resin molded body.

【0018】[0018]

【発明の実施の形態】図1は立体的な枠組みとして組み
立てられた本発明の実施の一形態である充填部材Aの一
部を概略的に示した斜視図、図2は連結要素20の平面
図、図3は図2の連結要素20の一部破断側面図、図4
は変形例による連結要素20Aの平面図、図5は図4の
連結要素20Aの一部破断側面図、図6は図1の要部を
拡大して示した一部省略縦断面図である。
FIG. 1 is a perspective view schematically showing a part of a filling member A according to an embodiment of the present invention assembled as a three-dimensional frame, and FIG. FIG. 3 is a partially cutaway side view of the connecting element 20 of FIG.
FIG. 5 is a plan view of a connecting element 20A according to a modification, FIG. 5 is a partially cutaway side view of the connecting element 20A of FIG. 4, and FIG. 6 is a partially omitted longitudinal sectional view showing an enlarged main part of FIG.

【0019】この充填部材Aは支柱要素10と連結要素
20とからなる。支柱要素10は、その上端部と下端部
とにそれぞれ嵌合連結部11,12を備えた棒材でな
り、たとえば塩化ビニル樹脂(PVC)で成形された所
定長さの所謂PVC管を好適に用い得る。PVC管を支
柱要素10として用いる場合、その上端部と下端部とに
特別な構造の継手構造を具備させなくても、それらの上
端部や下端部がそれぞれ上記嵌合連結部11,12とし
て役立つ。支柱要素10には、PVC管(たとえば市販
のVU管、VP管など)の他に、たとえばポリエチレン
管やポリプロピレン管などの各種の合成樹脂で成形され
た管を用いることができ、これらの合成樹脂管は耐水性
や耐薬品性、耐久性に富む点で、水に浸かったままにな
る可能性があり、しかも比較的大きな上載荷重を受ける
本発明の充填部材10の構成部材として有益である。支
柱要素10を合成樹脂製とする場合、その合成樹脂には
無発泡合成樹脂を用いることも、発泡合成樹脂を用いる
ことも可能であり、発泡合成樹脂成形体でなる支柱要素
10は、無発泡合成樹脂成形体でなる支柱要素10より
も軽量になって運搬性が向上するという利点がある。さ
らに、支柱要素10として、合成樹脂廃材を再利用した
合成樹脂成形体を用いると、合成樹脂廃材の処分策とし
て有益になるのみならず、価格が安くつくという利点も
ある。なお、この支柱要素10には、パイプ材のような
中空棒材に限らず、中実棒材を用いることも可能であ
る。
The filling member A comprises a column element 10 and a connecting element 20. The support element 10 is made of a bar having fitting connection portions 11 and 12 at its upper end and lower end, respectively. For example, a so-called PVC pipe of a predetermined length formed of vinyl chloride resin (PVC) is preferably used. Can be used. When a PVC pipe is used as the pillar element 10, the upper end and the lower end serve as the fitting connection parts 11 and 12, respectively, without having a special joint structure at the upper end and the lower end. . For the support element 10, besides PVC pipes (for example, commercially available VU pipes, VP pipes, etc.), for example, pipes formed of various synthetic resins such as polyethylene pipes and polypropylene pipes can be used. The tube is likely to remain immersed in water because of its excellent water resistance, chemical resistance, and durability, and is useful as a component of the filling member 10 of the present invention which receives a relatively large overload. When the support element 10 is made of a synthetic resin, it is possible to use a non-foamed synthetic resin or a foamed synthetic resin as the synthetic resin. There is an advantage that the weight is lower than that of the pillar element 10 made of a synthetic resin molded body, and the transportability is improved. Further, when a synthetic resin molded body made of recycled synthetic resin waste is used as the support element 10, not only is it useful as a disposal measure of the synthetic resin waste, but also there is an advantage that the price is reduced. In addition, not only a hollow rod material such as a pipe material but also a solid rod material can be used for the column element 10.

【0020】連結要素20は、複数の嵌合部21を放射
方向に延び出たリブ群でなる連結部25によって相互に
一体に連結してなる。図2に示した連結要素20におい
て、嵌合部21は9箇所に設けられており、しかもそれ
らの嵌合部21…が縦横に3つずつ格子状に配列されて
いる。そして、隣接する嵌合部21…同士がリブとして
形成された連結部25によって一体に連結されている。
The connecting element 20 is formed by integrally connecting a plurality of fitting portions 21 to each other by a connecting portion 25 formed of a group of ribs extending in the radial direction. In the connecting element 20 shown in FIG. 2, the fitting portions 21 are provided at nine places, and the fitting portions 21 are arranged in a grid pattern three by three vertically and horizontally. Adjacent fitting portions 21 are integrally connected by a connecting portion 25 formed as a rib.

【0021】図3に示したように、上記連結要素20の
個々の嵌合部21は筒状のソケットとして形成されてお
り、しかも、その嵌合部21に、上向き嵌合部22と下
向き嵌合部23とが同心状に備わっている。そして、嵌
合部21の上向き嵌合部22が、上記した支柱要素10
の下端部側の嵌合連結部12に外嵌合可能であり、両者
が嵌合することによって上向き嵌合部22と支柱要素1
0とが容易に抜けないように結合されるようになってい
る。同様に、嵌合部21の下向き嵌合部23が、上記し
た支柱要素10の上端部側の嵌合連結部11に外嵌合可
能であり、両者が嵌合することによって下向き嵌合部2
3と支柱要素10とが容易に抜けないように結合される
ようになっている。
As shown in FIG. 3, each fitting portion 21 of the connecting element 20 is formed as a cylindrical socket, and the fitting portion 21 has an upward fitting portion 22 and a downward fitting portion. The joint 23 is provided concentrically. Then, the upward fitting portion 22 of the fitting portion 21 is
Can be externally fitted to the fitting connection portion 12 on the lower end side of the upper portion, and the upward fitting portion 22 and the support element 1
0 is connected so as not to be easily removed. Similarly, the downward fitting portion 23 of the fitting portion 21 can be externally fitted to the fitting connecting portion 11 on the upper end side of the above-mentioned column element 10, and by fitting both, the downward fitting portion 2 is formed.
3 and the strut element 10 are connected so as not to easily come off.

【0022】上記連結要素20にはたとえばPVCによ
る射出成形体を好適に用い得る。連結要素20を成形す
るための合成樹脂としては、PVCの他にポリエチレン
やポリプロピレンなどの合成樹脂を好適に用いることが
でき、これらの合成樹脂はPVCと共に、耐水性や耐薬
品性、耐久性に富む点で、水に浸かったままになる可能
性のある本発明の充填部材10の構成部材として有益で
ある。連結要素20を合成樹脂製とする場合、その合成
樹脂には無発泡合成樹脂を用いることも、発泡合成樹脂
を用いることも可能であり、発泡合成樹脂成形体でなる
連結要素20は、無発泡合成樹脂成形体でなる連結要素
20よりも軽量になって運搬性が向上するという利点が
ある。さらに、連結要素10として、合成樹脂廃材を再
利用した合成樹脂成形体を用いると、合成樹脂廃材の処
分策として有益になるのみならず、価格が安くつくとい
う利点もある。また、図2の連結要素20は、その連結
部25をリブで形成してあるけれども、この連結部25
を平板状に形成することも可能であり、その場合には平
板状の連結部の所定箇所に開口を開設して連結要素20
の軽量化を図ると共に、その開口が水通路として役立つ
ようにしておくことが望ましい。
For the connecting element 20, for example, an injection molded article made of PVC can be suitably used. As a synthetic resin for molding the connecting element 20, besides PVC, synthetic resins such as polyethylene and polypropylene can be suitably used. These synthetic resins together with PVC have water resistance, chemical resistance, and durability. The richness is useful as a component of the filling member 10 of the present invention, which can remain immersed in water. When the connecting element 20 is made of synthetic resin, it is possible to use a non-foamed synthetic resin or a foamed synthetic resin as the synthetic resin. There is an advantage that it is lighter than the connecting element 20 made of a synthetic resin molded body and the transportability is improved. Further, if a synthetic resin molded article made of recycled synthetic resin waste material is used as the connecting element 10, not only is it useful as a disposal measure of the synthetic resin waste material, but there is also an advantage that the price is reduced. In addition, although the connecting portion 25 of the connecting element 20 of FIG.
May be formed in a flat plate shape. In this case, an opening is formed at a predetermined position of the flat connection portion to form the connection element 20.
It is desirable to reduce the weight and to make the opening serve as a water passage.

【0023】図4や図5に示した変形例による連結要素
20Aについても、図2や図3で説明した連結要素20
と略同様の構成になっている。すなわち、この連結要素
20Aは、複数の嵌合部21Aを放射方向に延び出たリ
ブ群でなる連結部25Aによって相互に一体に連結して
なるという点、嵌合部21は9箇所に設けられており、
それらの嵌合部21…が縦横に3つずつ格子状に配列さ
れているという点、隣接する嵌合部21…同士がリブと
して形成された連結部25によって一体に連結されてい
るという点で、図2や図3で説明した連結要素20と同
様である。しかし、この連結要素20Aにおいては、図
5に示したように、個々の嵌合部21Aに、上記した上
向き嵌合部22や下向き嵌合部23が備わっていない。
すなわち、この連結要素20Aの嵌合部21Aは筒状の
ソケットとして形成されているけれども、そのソケット
が単一の挿口を有しているだけである。そして、この嵌
合部21Aの軸方向の片面22Aは上記連結部25Aの
片面と面一になっている。このような連結要素20A
は、好ましくは充填部材Aの最上部または最下部に配備
される。
The connecting element 20A according to the modification shown in FIGS. 4 and 5 also has the connecting element 20A described in FIGS.
The configuration is substantially the same as that of FIG. That is, this connecting element 20A is formed by connecting the plurality of fitting portions 21A integrally with each other by the connecting portions 25A formed of rib groups extending in the radial direction. And
The three fitting parts 21 are vertically and horizontally arranged in a lattice, and the adjacent fitting parts 21 are integrally connected by a connecting part 25 formed as a rib. 2 and 3 are the same as those of the connecting element 20 described with reference to FIGS. However, in the connecting element 20A, as shown in FIG. 5, the individual fitting portions 21A do not have the upward fitting portions 22 and the downward fitting portions 23 described above.
That is, although the fitting portion 21A of the connecting element 20A is formed as a cylindrical socket, the socket only has a single insertion opening. The one surface 22A of the fitting portion 21A in the axial direction is flush with the one surface of the connecting portion 25A. Such a connecting element 20A
Is preferably provided at the top or bottom of the filling member A.

【0024】図4や図5で説明した連結要素20Aにお
いても、嵌合部21Aが支柱要素10の上端部側または
下端部側の嵌合連結部11,12に外嵌合可能であり、
両者が嵌合することによってその嵌合部21Aと支柱要
素10とが容易に抜けないように結合される。
In the connecting element 20A described with reference to FIGS. 4 and 5, the fitting portion 21A can be externally fitted to the fitting connecting portions 11, 12 on the upper end side or the lower end side of the column element 10,
When the two are fitted, the fitting portion 21A and the column element 10 are connected so as not to be easily removed.

【0025】なお、連結要素20Aの材料や成形法につ
いては、図2や図3で説明した連結要素20について説
明した材料や成形法を同様に採用することができる。連
結部25Aを平板状にすることができる点についても同
様である。特に、図2や図3で説明した連結要素20を
一対の合せ型を用いて射出成形することによって得る場
合には、図4や図5で説明した連結要素20Aを、その
合せ型の一方の型を平板状の型に置き換えるだけで成形
できる利点がある。
As for the material and molding method of the connecting element 20A, the material and molding method described for the connecting element 20 described with reference to FIGS. 2 and 3 can be similarly employed. The same applies to the point that the connecting portion 25A can be formed in a flat plate shape. In particular, when the connecting element 20 described in FIGS. 2 and 3 is obtained by injection molding using a pair of mating dies, the connecting element 20A described in FIGS. There is an advantage that molding can be performed simply by replacing the mold with a flat mold.

【0026】上記した支柱要素10と連結要素20,2
0Aとは立体的に枠組みされ、そのように枠組みしたも
のが充填部材Aとして用いられる。
The above-mentioned support element 10 and connecting elements 20, 2
OA is framed three-dimensionally, and the framed as such is used as the filling member A.

【0027】背高の充填部材Aを組み立てる場合には、
たとえば所要本数の等長の支柱要素10と、1つまたは
2つ以上の上記連結要素20と、一対の上記連結要素2
0Aとが用いられる。すなわち、図6に示したように、
連結要素20の9箇所の嵌合部21のそれぞれに備わっ
ている上向き嵌合部22に支柱要素10の下端部側の嵌
合連結部12を嵌合して両者を結合し、連結要素20の
9箇所の嵌合部21のそれぞれに備わっている下向き嵌
合部23に支柱要素10の上端部側の嵌合連結部11を
嵌合して両者を結合すると、同一の嵌合部21に連結さ
れた支柱要素10,10が同心配置される。そして、充
填部材Aの最上部においては、図6に示したように、連
結要素20Aの嵌合部21Aを下向きにして支柱要素1
0の上端部側の連結嵌合部11に嵌合して両者を結合す
る。また、図示していないが、充填部材Aの最下部にお
いては、連結要素20Aの嵌合部21Aを上向きにして
支柱要素10の下端部側の連結嵌合部12に嵌合して両
者を結合する。
When assembling the tall filling member A,
For example, a required number of equal length support elements 10, one or more connection elements 20, and a pair of connection elements 2
0A is used. That is, as shown in FIG.
The fitting connection portion 12 on the lower end side of the support element 10 is fitted to the upward fitting portion 22 provided at each of the nine fitting portions 21 of the connection element 20 to join the two. When the fitting connection part 11 on the upper end side of the support element 10 is fitted to the downward fitting part 23 provided in each of the nine fitting parts 21 and the two are connected, the connection is made to the same fitting part 21. The strut elements 10, 10 are arranged concentrically. At the uppermost part of the filling member A, as shown in FIG.
The two are fitted to the connection fitting portion 11 on the upper end side of the zero. Although not shown, at the lowermost part of the filling member A, the fitting part 21A of the connecting element 20A is turned upward and fitted to the connecting fitting part 12 on the lower end side of the support element 10 to join them together. I do.

【0028】充填部材Aの高さは、連結要素20を介し
て支柱要素10を積重ね状に連結することにより高くす
ることが可能であり、支柱要素10の積重ね段数が多い
ほど背高になる。また、最も背低の充填部材Aには、所
要本数の支柱要素10の上端部側の嵌合連結部11に連
結要素20Aの嵌合部21Aを嵌合し、それらの支柱要
素10の下端部側の嵌合連結部12に別の連結要素20
Aの嵌合部21Aを嵌合することによって組み立てたも
のが相当する。
The height of the filling member A can be increased by connecting the pillar elements 10 in a stacked manner via the connecting elements 20, and the height becomes higher as the number of stacked pillar elements 10 increases. In addition, the fitting member 21A of the connecting element 20A is fitted to the fitting connecting part 11 on the upper end side of the required number of pillar elements 10 in the lowest filling member A, and the lower end parts of those pillar elements 10 are fitted. Another connecting element 20 is
What is assembled by fitting the fitting portion 21A of A is equivalent.

【0029】なお、支柱要素10の上端部側および下端
部側の各嵌合連結部11,12と連結要素20,20A
の嵌合部21,21Aとの嵌合箇所を接着剤で接合して
両者の結合を強固にしておいてもよく、そのようにして
おくと、支柱要素10と連結要素20,20Aとが強固
に一体化して強固な枠組みが形成される。
The fitting connection portions 11 and 12 on the upper end side and the lower end side of the column element 10 and the connection elements 20 and 20A
May be joined to each other with an adhesive so as to strengthen the connection between the two. The strut element 10 and the connecting elements 20 and 20A are firmly connected. And a solid framework is formed.

【0030】この実施形態の充填部材Aは、図1、図
2、図4に示したような正方形の連結要素20,20A
と所要本数の支柱要素10とを組み立てて立方体ないし
直方体状の枠組みとしたものであるから、個々の充填部
材Aを縦横に整然と並べやすい利点がある。また、その
充填部材Aを上下に段積みする場合にも、その段積みを
行いやすい利点がある。なお、図1には、連結要素2
0,20Aの連結部25,25Aを形成している一部の
リブを省略して示してある。
The filling member A of this embodiment has a square connecting element 20, 20A as shown in FIGS.
And the required number of support elements 10 are assembled to form a cubic or rectangular framework, and thus there is an advantage that the individual filling members A can be easily arranged neatly and horizontally. Also, when the filling members A are stacked vertically, there is an advantage that the stacking can be easily performed. FIG. 1 shows a connecting element 2
Some ribs forming the connecting portions 25, 25A of 0, 20A are omitted.

【0031】組み立てられた個々の充填部材Aは立体的
な枠組みを構成しているので、その上下の連結要素20
同士の相互間や、連結要素20と20Aとの相互間など
には、複数本の支柱要素10…の相互間に空間が確保さ
れる。この空間は、水溜め空間として役立つものであっ
て、個々の充填部材Aを縦横に並べたり上下複数段に段
積みしたりした場合には、個々の充填部材Aの水溜め空
間が相互に連通してより大きな水溜め空間を形成するよ
うになる。
Since the assembled individual filling members A constitute a three-dimensional framework, the upper and lower connecting elements 20
A space is secured between the plurality of support elements 10... Between each other or between the connecting elements 20 and 20 </ b> A. This space serves as a water storage space. When the individual filling members A are arranged vertically and horizontally or stacked in a plurality of upper and lower stages, the water storage spaces of the individual filling members A communicate with each other. As a result, a larger reservoir space is formed.

【0032】図7は、連結要素20の嵌合部21に備わ
っている上向き嵌合部22と下向き嵌合部23とを中実
円柱状の凸部によって形成した事例を示してある。この
ような嵌合部21において、その上向き嵌合部22は、
同図のように支柱要素10の下端部側の嵌合連結部12
に内嵌合可能であり、両者が嵌合することによってその
上向き嵌合部22と支柱要素10とが容易に抜けないよ
うに結合される。同様に、その下向き嵌合部23は、同
図のように支柱要素10の上端部側の嵌合連結部11に
内嵌合可能であり、両者が嵌合することによってその下
向き嵌合部23と支柱要素10とが容易に抜けないよう
に結合される。この場合にも、嵌合部21とそれぞれの
嵌合連結部11,12との嵌合箇所を接着剤で接合して
両者の結合を強固にしておいてもよい。
FIG. 7 shows an example in which the upward fitting portion 22 and the downward fitting portion 23 provided in the fitting portion 21 of the connecting element 20 are formed by solid cylindrical projections. In such a fitting portion 21, the upward fitting portion 22
As shown in FIG.
The upper fitting portion 22 and the column element 10 are connected so that they do not come off easily. Similarly, the downward fitting portion 23 can be internally fitted into the fitting connecting portion 11 on the upper end side of the column element 10 as shown in FIG. And the support element 10 are connected so that they do not easily come off. Also in this case, the fitting portion between the fitting portion 21 and each of the fitting connection portions 11 and 12 may be joined with an adhesive to strengthen the connection between them.

【0033】図8は連結要素20Bの他の変形例を示し
ている。この連結要素20Bについても、図2や図3で
説明した連結要素20と略同様の構成になっている。す
なわち、この連結要素20Bは、複数の嵌合部21Bを
放射方向に延び出たリブ群でなる連結部25Bによって
相互に一体に連結してなるという点、嵌合部21Bは9
箇所に設けられており、それらの嵌合部21B…が縦横
に3つずつ格子状に配列されているという点、隣接する
嵌合部21B…同士が上記連結部25Bによって一体に
連結されているという点で、図2や図3で説明した連結
要素20と同様である。しかし、この連結要素20Bに
おいて、上記連結部25Bが、通孔28を有する踏板部
29を一体に備えているという点で、図2や図3で説明
した連結要素20と異なっている。図8の連結要素20
Bにおいて、通孔28は水の通路として役立ち、また、
踏板部29は、その通孔28の大きさが作業者の足が入
らない大きさになっており、そのため、施工時に作業者
がその上を歩行することに活用することができるので足
場代わりになる。さらに、当該充填部材をシートで上か
ら覆うときにそのシートを下からバックアップする作用
を発揮する。このような通孔28を有する踏板部29
は、当該連結要素20Bを射出成形するときに、連結部
25Bや上記嵌合部21Bなどと一体に成形することが
可能である。
FIG. 8 shows another modification of the connecting element 20B. The connection element 20B has substantially the same configuration as the connection element 20 described with reference to FIGS. That is, the connecting element 20B is configured such that a plurality of fitting portions 21B are integrally connected to each other by a connecting portion 25B formed of a group of ribs extending in the radial direction.
Are arranged at three locations, and the fitting portions 21B are arranged in a grid pattern three by three in the vertical and horizontal directions, and the adjacent fitting portions 21B are integrally connected by the connection portion 25B. This is similar to the connection element 20 described with reference to FIGS. 2 and 3. However, the connecting element 20B differs from the connecting element 20 described with reference to FIGS. 2 and 3 in that the connecting portion 25B is integrally provided with a tread portion 29 having a through hole 28. Connecting element 20 of FIG.
In B, the through hole 28 serves as a water passage, and
The size of the tread plate portion 29 is such that the size of the through hole 28 does not allow the foot of the worker to enter, and therefore, it can be used for the worker to walk on it at the time of construction. Become. Further, when the filling member is covered with a sheet from above, the sheet has a function of backing up the sheet from below. The tread portion 29 having such a through hole 28
When the connection element 20B is injection-molded, it can be integrally formed with the connection portion 25B, the fitting portion 21B, and the like.

【0034】図9は連結要素20Bのさらに他の変形例
を示しており、このものにおいては、連結部25Bに備
わっている踏板部29が、多数の平行なリブによって形
成されており、それらのリブの相互間に形成された隙間
が通孔28に相当している。その他の点は、図8のもの
と同様である。
FIG. 9 shows yet another modification of the connecting element 20B, in which the tread portion 29 provided on the connecting portion 25B is formed by a number of parallel ribs. The gap formed between the ribs corresponds to the through hole 28. Other points are the same as those in FIG.

【0035】図10は上記充填部材Aを、ゲートボール
場などに利用される都市公園などに施工された地下貯水
槽Bに用いた事例を概略断面で表した説明図である。
FIG. 10 is an explanatory diagram schematically showing an example in which the above-mentioned filling member A is used in an underground water storage tank B installed in a city park or the like used for a gateball field or the like.

【0036】図10に示した地下貯水槽Bにおいて、地
面を掘り下げることによって地中に凹入状に形成された
水溜め空間に、上記した充填部材Aが縦横に密に並べて
配列されている。ここで用いられている充填部材Aは、
図2や図3で説明した連結要素20を2つ用いて支柱要
素10(不図示)を3段に積み重ね、その最上部と最下
部とに図4や図5で説明した連結要素20Aを配置した
背高のものである。縦横に並べられた多数の背高の充填
部材Aは、側部の土圧に対抗させるため、また、できる
だけ均等に側部からの圧力を受け得るように、その周囲
が腰のある合成樹脂ネット3で包囲されて締め付けられ
ている。この用途に用いる合成樹脂ネット3としては、
たとえば、タキロン(株)製「ニューセルフォース」
(商品名)であって、ポリエチレンやポリプロピレンな
どの延伸された合成樹脂帯体の表面を酢酸ビニルなどで
コーティングしたものを格子状に組んで交点を溶着した
ものを好適に用いることができる。また、縦横に並べら
れた多数の背高の充填部材Aと上記合成樹脂ネット3と
の外側および底面には、ゴムシートなどの透水性を持た
ないシート4が敷設されている。他方、縦横に並べられ
た多数の充填部材Aの上部には、透水シート51と、そ
の上に敷き詰められた砕石群でなる透水層52と、その
透水層52の上に敷き詰められた砂や砂利の層でなるク
ッション層53と、そのクッション層53の上に敷設さ
れた透水性表面層54とが施工されている。なお、6は
水の汲上げ用通路である。
In the underground water storage tank B shown in FIG. 10, the above-mentioned filling members A are densely arranged vertically and horizontally in a water storage space formed in the ground by digging down the ground. The filling member A used here is:
The strut elements 10 (not shown) are stacked in three stages using two connecting elements 20 described in FIGS. 2 and 3, and the connecting elements 20A described in FIGS. It is tall. A large number of tall filling members A arranged in rows and columns are made of a synthetic resin net having a waist so as to oppose the earth pressure at the side and to receive the pressure from the side as evenly as possible. It is surrounded by 3 and tightened. As the synthetic resin net 3 used for this purpose,
For example, Takiron's “New Self Force”
(Trade name) a stretched synthetic resin strip such as polyethylene or polypropylene coated on a surface with vinyl acetate or the like, assembled in a grid and welded at intersections can be suitably used. A sheet 4 having no water permeability, such as a rubber sheet, is laid on the outside and the bottom of the plurality of tall filling members A and the synthetic resin net 3 arranged vertically and horizontally. On the other hand, a water-permeable sheet 51, a water-permeable layer 52 composed of crushed stones spread over the water-permeable sheet 51, and sand and gravel spread over the water-permeable layer 52 are provided on the upper part of the many filling members A arranged in rows and columns. And a water permeable surface layer 54 laid on the cushion layer 53. Reference numeral 6 denotes a water pumping passage.

【0037】図11は上記充填部材Aを歩道下などに設
けられる雨水浸透槽Cに用いた事例を概略断面で表した
説明図である。
FIG. 11 is an explanatory diagram schematically showing an example in which the filling member A is used for a rainwater infiltration tank C provided under a sidewalk or the like.

【0038】図11に示した雨水浸透槽Cにおいて、地
面を掘り下げることによって歩道下に凹入状に形成され
た水溜め空間に、上記した充填部材Aが縦横に密に並べ
て配列されている。ここで用いられている充填部材A
は、図4や図5で説明した連結要素20Aを2つ用いて
支柱要素10(不図示)を1段に配列した背低のもので
ある。縦横に並べられた多数の背低の充填部材Aは、部
分的に集中圧力を受けないように、その周囲が腰のある
合成樹脂ネット3で包囲されて締め付けられている。こ
の用途に用いる合成樹脂ネット3には上記したものと同
じ材料を用いてある。充填部材Aの下側には木板71、
砂層72、砕石層73などが配備されて貯水性が高めら
れ、また、縦横に並べられた多数の背低の充填部材Aと
上記合成樹脂ネット3との外側および底面には、ゴムシ
ートなどの透水性を持たないシート4が敷設されてい
る。他方、縦横に並べられた多数の充填部材Aの上部に
は、透水シート51と、その上に敷き詰められた砕石群
でなる透水層52と、その透水層52の上に敷き詰めら
れた砂や砂利の層でなるクッション層53と、そのクッ
ション層53の上に敷設された透水性表面層54とが施
工されている。なお、55は、車道56に設けられた泥
溜ますであり、この泥溜ます55で泥土が分離された表
面水(雨水など)が水溜め空間に流入するようになって
いる。
In the rainwater infiltration tank C shown in FIG. 11, the above-mentioned filling members A are densely arranged vertically and horizontally in a water storage space which is recessed below the sidewalk by digging down the ground. Filling member A used here
Is a short one in which two connecting elements 20A described in FIG. 4 and FIG. A large number of short filling members A arranged vertically and horizontally are surrounded by a rigid synthetic resin net 3 and fastened so as not to receive a partial pressure. The same material as described above is used for the synthetic resin net 3 used for this purpose. A wooden board 71 below the filling member A,
A sand layer 72, a crushed stone layer 73, and the like are provided to increase the water storage capacity, and a rubber sheet or the like is provided on the outer and bottom surfaces of the plurality of short filling members A arranged vertically and horizontally and the synthetic resin net 3. A sheet 4 having no water permeability is laid. On the other hand, a water-permeable sheet 51, a water-permeable layer 52 composed of crushed stones spread over the water-permeable sheet 51, and sand and gravel spread over the water-permeable layer 52 are provided on the upper part of the many filling members A arranged in rows and columns. And a water permeable surface layer 54 laid on the cushion layer 53. Reference numeral 55 denotes a mud pool provided on the roadway 56. The surface water (rainwater or the like) from which mud is separated by the mud pool 55 flows into the water pool space.

【0039】図10や図11のように施工された充填部
材Aにおいて、その支柱要素10には、比較的大きな上
載荷重が加わるけれども、その支柱要素10を垂直に配
備しておくことによって、それらの支柱要素10が上載
荷重に対して大きな対抗力を発揮するようになる。その
ため、充填部材Aの初期の立体的な形状が長期に亘って
維持され、良好な水溜め作用が継続して発揮される。
In the filling member A constructed as shown in FIGS. 10 and 11, although a relatively large overload is applied to the strut element 10, by disposing the strut element 10 vertically, Column element 10 exerts a large opposing force against the overload. For this reason, the initial three-dimensional shape of the filling member A is maintained for a long period of time, and a good water storage action is continuously exhibited.

【0040】図10や図11のように地下貯水層Bや地
下浸透槽Cを施工しておくと、透水性表面層54、クッ
ション層53、透水層52などを通過した雨水に含まれ
る微細な固形物が透水シート51によって雨水から分離
された後、その雨水が充填部材Aによって確保された水
溜め空間に溜まる。したがって、その水溜め空間に溜ま
った水を消火用や散水用として利用することができるだ
けでなく、地下での貯水量が増えるので表面水が水溜ま
りを形成しにくくなる。
When the underground water reservoir B and the underground seepage tank C are constructed as shown in FIGS. 10 and 11, fine water contained in the rainwater that has passed through the water-permeable surface layer 54, the cushion layer 53, the water-permeable layer 52, etc. After the solid matter is separated from the rainwater by the water-permeable sheet 51, the rainwater accumulates in the water storage space secured by the filling member A. Therefore, not only can the water accumulated in the sump space be used for fire extinguishing or water sprinkling, but the amount of water stored underground increases, so that surface water hardly forms a sump.

【0041】なお、図10の地下貯水層Bや図11の地
下浸透槽Cにおいて、最上部の連結要素として図8や図
9で説明した踏板部29を備えたものを用いると、シー
ト51に加わる荷重がその踏板部29により下から支え
られるので、シート51が破断したりするおそれが少な
い。
In the underground reservoir B shown in FIG. 10 and the underground seepage tank C shown in FIG. 11, when the tread plate 29 described with reference to FIGS. Since the applied load is supported from below by the tread portion 29, the seat 51 is less likely to break.

【0042】上記充填部材Aは、それに用いる支柱要素
10の長さや積み重ね段数を増減することによってその
全体高さが増減調節される。また、連結要素20,20
Aに結合される支柱要素10の本数を増減することによ
って、上載荷重に対する対抗力を調節することができ
る。なお、上記充填部材Aに用いる連結要素20,20
Aは、その縦横の寸法を500〜1000mm、支柱要
素10は、その長さを500〜1000mm、その外周
直径を50〜200mm程度にすることが可能であり、
このような寸法範囲のものは、図10や図11で説明し
た地下貯水槽Bや雨水浸透槽Cの充填部材Aとして有益
である。連結要素20,20Aや支柱要素10の寸法は
上記範囲に限定されるものでないことは勿論である。
The overall height of the filling member A is increased or decreased by increasing or decreasing the length of the column element 10 or the number of stacking stages. Also, connecting elements 20, 20
By increasing or decreasing the number of strut elements 10 coupled to A, it is possible to adjust the opposing force against the overload. The connecting elements 20, 20 used for the filling member A
A can have a vertical and horizontal dimension of 500 to 1000 mm, the strut element 10 can have a length of 500 to 1000 mm and an outer diameter of about 50 to 200 mm,
Those having such a size range are useful as the filling member A of the underground water storage tank B and the rainwater infiltration tank C described with reference to FIGS. 10 and 11. Needless to say, the dimensions of the connecting elements 20, 20A and the support elements 10 are not limited to the above ranges.

【0043】[0043]

【発明の効果】本発明に係る充填部材は、連結要素と支
柱要素とを立体的に組み立てることによって形成される
ものであり、その連結要素や支柱要素は軽量であり嵩張
らないコンパクトな形で搬送することができるものであ
るから、地下貯水層の施工現場への搬入を容易かつ安価
に行うことができる。しかも、連結要素や支柱要素を立
体的に組み立てて形成された充填部材では、その支柱要
素が垂直に配置されるので、上載荷重に対して大きな対
抗力を発揮するようになるので、長期に亘って良好な水
溜め作用を発揮する。また、連結要素の連結部に踏板部
を具備させたものでは、その踏板部を足場として活用す
ることのできる利便があるほか、その上にシートを配設
した場合に、そのシートを下から支える機能を発揮する
利点がある。
The filling member according to the present invention is formed by three-dimensionally assembling the connecting element and the column element, and the connecting element and the column element are conveyed in a lightweight, compact and compact form. Therefore, the underground reservoir can be easily and inexpensively carried into the construction site. Moreover, in a filling member formed by three-dimensionally assembling the connecting element and the strut element, the strut element is arranged vertically, so that it exerts a large resistance against the overlying load. And exhibits a good water-retaining action. Also, in the case where the connecting portion of the connecting element is provided with a tread portion, there is a convenience that the tread portion can be utilized as a scaffold, and when a seat is disposed thereon, the seat is supported from below. There is an advantage to exhibit the function.

【図面の簡単な説明】[Brief description of the drawings]

【図1】立体的な枠組みとして組み立てられた本発明の
実施の一形態である充填部材の一部を概略的に示した斜
視図である。
FIG. 1 is a perspective view schematically showing a part of a filling member according to an embodiment of the present invention assembled as a three-dimensional framework.

【図2】連結要素の平面図である。FIG. 2 is a plan view of a connecting element.

【図3】図2の連結要素の一部破断側面図である。FIG. 3 is a partially cutaway side view of the connecting element of FIG. 2;

【図4】変形例による連結要素の平面図である。FIG. 4 is a plan view of a connection element according to a modification.

【図5】図4の連結要素の一部破断側面図である。FIG. 5 is a partially cutaway side view of the connecting element of FIG. 4;

【図6】図1の要部を拡大して示した一部省略縦断面図
である。
FIG. 6 is a partially omitted longitudinal sectional view showing an enlarged main part of FIG. 1;

【図7】連結要素の嵌合部の変形例のその使用状態を示
す一部破断側面図である。
FIG. 7 is a partially cutaway side view showing a usage state of a modification of the fitting portion of the connection element.

【図8】連結要素の他の変形例を示す平面図である。FIG. 8 is a plan view showing another modification of the connecting element.

【図9】連結要素のさらに他の変形例を示す平面図であ
る。
FIG. 9 is a plan view showing still another modified example of the connecting element.

【図10】充填部材の使用状態を概略断面で表した説明
図である。
FIG. 10 is an explanatory diagram schematically showing a use state of a filling member in a cross section.

【図11】充填部材の他の使用状態を概略断面で表した
説明図である。
FIG. 11 is an explanatory view schematically showing another usage state of the filling member.

【図12】従来の容器状部材を重ねた状態の説明図であ
る。
FIG. 12 is an explanatory view of a state where conventional container members are stacked.

【符号の説明】[Explanation of symbols]

A 充填部材 B 地下貯水槽 C 雨水浸透槽 10 支柱要素 11,12 嵌合連結部 20,20A 連結要素 21,21A 嵌合部 22 上向き嵌合部 23 下向き嵌合部 25,25A 連結部 28 通孔 29 踏板部 Reference Signs List A Filling member B Underground water storage tank C Rainwater infiltration tank 10 Post element 11, 12 Fitting connection part 20, 20A Connection element 21, 21A Fitting part 22 Upward fitting part 23 Downward fitting part 25, 25A Connecting part 28 Through hole 29 Stepboard part

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】上端部と下端部とにそれぞれ嵌合連結部を
備えた棒材でなる複数本の支柱要素と、この支柱要素の
上端部側の嵌合連結部または下端部側の嵌合連結部に嵌
合されてその嵌合連結部に結合される嵌合部が縦横に配
列されてなる複数の連結要素と、からなる地下貯水槽等
に用いる充填部材。
1. A plurality of strut elements, each of which is formed of a bar having a fitting connection portion at an upper end portion and a lower end portion, and a fitting connection portion at the upper end portion or a fitting at the lower end portion of the pillar element. A filling member for use in an underground water storage tank or the like, comprising: a plurality of connecting elements which are fitted to a connecting part and are connected to the fitting connecting part in a vertical and horizontal direction.
【請求項2】上記連結要素が、多数の上記嵌合部を一体
に連結している連結部を有する請求項1に記載した地下
貯水槽等に用いる充填部材。
2. The filling member used in an underground water storage tank or the like according to claim 1, wherein the connecting element has a connecting portion that integrally connects a large number of the fitting portions.
【請求項3】上記連結部が通孔を有する踏板部を一体に
備える請求項2に記載した地下貯水槽等に用いる充填部
材。
3. A filling member for use in an underground water storage tank or the like according to claim 2, wherein said connecting portion is integrally provided with a tread portion having a through hole.
【請求項4】上記嵌合部のそれぞれに上向き嵌合部と下
向き嵌合部とが同心状に備わっている請求項1、請求項
2、請求項3のいずれかに記載した地下貯水槽等に用い
る充填部材。
4. The underground water storage tank according to claim 1, wherein each of the fitting portions has an upward fitting portion and a downward fitting portion concentrically. Filling member used for
【請求項5】上記嵌合部が、上記支柱要素の上端部側の
嵌合連結部または下端部側の嵌合連結部に外嵌合可能な
筒状のソケットでなる請求項1、請求項2、請求項3、
請求項4のいずれかに記載した地下貯水槽等に用いる充
填部材。
5. The fitting according to claim 1, wherein said fitting portion is a cylindrical socket which can be fitted externally to a fitting connection portion on an upper end portion or a fitting connection portion on a lower end portion of said support element. 2, Claim 3,
A filling member used for the underground water storage tank or the like according to claim 4.
【請求項6】上記嵌合部が、上記支柱要素の上端部側の
嵌合連結部または下端部側の嵌合連結部に内嵌合可能な
凸部でなる請求項1、請求項2、請求項3、請求項4の
いずれかに記載した地下貯水槽等に用いる充填部材。
6. The fitting element according to claim 1, wherein said fitting part is a convex part which can be internally fitted into a fitting connection part on an upper end side or a fitting connection part on a lower end side of said support element. A filling member used in the underground water storage tank or the like according to claim 3.
【請求項7】上記支柱要素および上記連結要素のそれぞ
れが合成樹脂成形体である請求項1、請求項2、請求項
3、請求項4、請求項5、請求項6のいずれかに記載し
た地下貯水槽等に用いる充填部材。
7. The method according to claim 1, wherein each of the support element and the connection element is a synthetic resin molded body. Filling material used for underground water storage tanks.
JP35755596A 1996-12-28 1996-12-28 Filling material used for underground water tanks, etc. Expired - Lifetime JP3198479B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35755596A JP3198479B2 (en) 1996-12-28 1996-12-28 Filling material used for underground water tanks, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35755596A JP3198479B2 (en) 1996-12-28 1996-12-28 Filling material used for underground water tanks, etc.

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2001085222A Division JP3221491B2 (en) 2001-03-23 2001-03-23 Underground water storage tank and underground infiltration tank

Publications (2)

Publication Number Publication Date
JPH10195937A true JPH10195937A (en) 1998-07-28
JP3198479B2 JP3198479B2 (en) 2001-08-13

Family

ID=18454728

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35755596A Expired - Lifetime JP3198479B2 (en) 1996-12-28 1996-12-28 Filling material used for underground water tanks, etc.

Country Status (1)

Country Link
JP (1) JP3198479B2 (en)

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EP0957282A2 (en) 1998-05-12 1999-11-17 Akebono Brake Industry Co., Ltd. Drum brake device
JP2001026976A (en) * 1999-07-13 2001-01-30 Shinichiro Hayashi Channel with overflow preventing function
JP2001123431A (en) * 1999-10-29 2001-05-08 Shinichiro Hayashi Water channel provided with overflow preventing function
JP2002097707A (en) * 2001-08-10 2002-04-05 Tokyu Constr Co Ltd Storage facility and penetration facility for rain water and the like
JP2002129640A (en) * 2000-10-26 2002-05-09 Shinichiro Hayashi Rainwater storage-permeable tank
JP2002235361A (en) * 2001-02-08 2002-08-23 Shinichiro Hayashi Reinforcing member and reinforcing method for structural body
JP2004003182A (en) * 2002-05-31 2004-01-08 Takiron Co Ltd Infilled structure in tank and filler
JP2004285754A (en) * 2003-03-24 2004-10-14 Atei:Kk Rainwater storage tank and bearing structure for forming rainwater storage tank
WO2006038602A1 (en) * 2004-10-04 2006-04-13 Toyo Tire & Rubber Co., Ltd. Member for rainwater containing structure and rainwater containing structure body using the same
JP2008038457A (en) * 2006-08-07 2008-02-21 Furukawa Electric Co Ltd:The Resin skeleton block for rainwater storage facility and rainwater storage facility
JP2008202262A (en) * 2007-02-19 2008-09-04 Meiji Rubber & Chem Co Ltd Synthetic resin molded product
JP2008303678A (en) * 2007-06-11 2008-12-18 Sekisui Chem Co Ltd Filling material and underground embedded type water storage facility using the filling material
JP2010037941A (en) * 2009-10-16 2010-02-18 Tokyu Construction Co Ltd Filler for storing rainwater or the like and for infiltration tank
JP2012172317A (en) * 2011-02-18 2012-09-10 Hayashi Bussan Hatsumei Kenkyusho:Kk Space forming body
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Publication number Priority date Publication date Assignee Title
EP0957282A2 (en) 1998-05-12 1999-11-17 Akebono Brake Industry Co., Ltd. Drum brake device
JP2001026976A (en) * 1999-07-13 2001-01-30 Shinichiro Hayashi Channel with overflow preventing function
JP2001123431A (en) * 1999-10-29 2001-05-08 Shinichiro Hayashi Water channel provided with overflow preventing function
JP2002129640A (en) * 2000-10-26 2002-05-09 Shinichiro Hayashi Rainwater storage-permeable tank
JP2002235361A (en) * 2001-02-08 2002-08-23 Shinichiro Hayashi Reinforcing member and reinforcing method for structural body
JP2002097707A (en) * 2001-08-10 2002-04-05 Tokyu Constr Co Ltd Storage facility and penetration facility for rain water and the like
JP2004003182A (en) * 2002-05-31 2004-01-08 Takiron Co Ltd Infilled structure in tank and filler
JP2004285754A (en) * 2003-03-24 2004-10-14 Atei:Kk Rainwater storage tank and bearing structure for forming rainwater storage tank
WO2006038602A1 (en) * 2004-10-04 2006-04-13 Toyo Tire & Rubber Co., Ltd. Member for rainwater containing structure and rainwater containing structure body using the same
KR100806244B1 (en) * 2004-10-04 2008-02-22 도요 고무 고교 가부시키가이샤 Member for rainwater containing structure and rainwater containing structure body using the same
JP2008038457A (en) * 2006-08-07 2008-02-21 Furukawa Electric Co Ltd:The Resin skeleton block for rainwater storage facility and rainwater storage facility
JP4712640B2 (en) * 2006-08-07 2011-06-29 古河電気工業株式会社 Resin skeleton block for rainwater storage facilities and rainwater storage facilities
JP2008202262A (en) * 2007-02-19 2008-09-04 Meiji Rubber & Chem Co Ltd Synthetic resin molded product
JP4630959B2 (en) * 2007-02-19 2011-02-09 株式会社明治ゴム化成 Synthetic resin molded product
JP2008303678A (en) * 2007-06-11 2008-12-18 Sekisui Chem Co Ltd Filling material and underground embedded type water storage facility using the filling material
JP2010037941A (en) * 2009-10-16 2010-02-18 Tokyu Construction Co Ltd Filler for storing rainwater or the like and for infiltration tank
JP2012172317A (en) * 2011-02-18 2012-09-10 Hayashi Bussan Hatsumei Kenkyusho:Kk Space forming body
EP3564452A1 (en) * 2018-05-03 2019-11-06 Rehau Tube Sarl Three-dimensional structure for installation for filling an underground pool for retaining rainwater
FR3080867A1 (en) * 2018-05-03 2019-11-08 Rehau Tube Sarl THREE-DIMENSIONAL STRUCTURE TO BE FITTED TO FILL A BOWL BIRD OF RETENTION OF RAIN WATER

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