JP2018040239A - Sediment inflow prevention plate for embedded box, embedded box set, sediment inflow prevention structure for embedded box, and fitting method of sediment inflow prevention plate for embedded box - Google Patents

Sediment inflow prevention plate for embedded box, embedded box set, sediment inflow prevention structure for embedded box, and fitting method of sediment inflow prevention plate for embedded box Download PDF

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JP2018040239A
JP2018040239A JP2016222873A JP2016222873A JP2018040239A JP 2018040239 A JP2018040239 A JP 2018040239A JP 2016222873 A JP2016222873 A JP 2016222873A JP 2016222873 A JP2016222873 A JP 2016222873A JP 2018040239 A JP2018040239 A JP 2018040239A
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water pipe
inflow prevention
elastic tongue
earth
tongue piece
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JP6681819B2 (en
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高裕 中野
Takahiro Nakano
高裕 中野
大石 幸徳
Yukinori Oishi
幸徳 大石
浩司 太田
Koji Ota
浩司 太田
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Aron Kasei Co Ltd
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Aron Kasei Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a sediment inflow prevention plate for an embedded box of which a single type is compatible with water pipes of different outer diameters, the sediment inflow prevention plate being fitted readily on a water pipe without twisting of a base plate part.SOLUTION: A sediment inflow prevention plate 1 for an embedded box has, at a peripheral part surrounding a water pipe installation hole part 21 of a base plate part 20, a plurality of elastic tongue pieces 25 formed radially with the water pipe installation hole part 21 at a center, the elastic tongue piece protruding toward the water pipe installation hole part 21 from the peripheral part. Furthermore, the elastic tongue piece 25 is curved in a direction along a plate thickness direction of the base plate part 20 toward the water pipe installation hall part 21 when a water pipe P is not installed in the water pipe installation hole part 21, and comes in contact with the water pipe P elastically when the water pipe P is installed in the water pipe installation hole part 21 through the slit part 22 for passing a water pipe.SELECTED DRAWING: Figure 1

Description

本発明は、量水器あるいは止水栓等の機器が収容される埋設ボックス内に土砂が流入することを防止する埋設ボックス用土砂流入防止板、該埋設ボックス用土砂流入防止板を含む埋設ボックスセット、該埋設ボックス用土砂流入防止板を用いた埋設ボックスの土砂流入防止構造、及び埋設ボックス用土砂流入防止板の取り付け方法に関する。   The present invention relates to a sediment inflow preventing plate for a buried box that prevents sediment from flowing into a buried box in which a device such as a water meter or a stop cock is accommodated, and a buried box including the sediment inflow preventing plate for the buried box The present invention relates to a sediment inflow prevention structure for a buried box using the sediment inflow prevention plate for a buried box, and a method for attaching the sediment inflow prevention plate for a buried box.

従来から、量水器あるいは止水栓等の機器が収容される埋設ボックスに設けられている水道管挿通用孔部から埋設ボックス内に土砂が流入することを防止する埋設ボックス用土砂流入防止板が種々提案されている。   Conventionally, a sediment inflow prevention plate for a buried box that prevents sediment from flowing into the buried box from a water pipe insertion hole provided in a buried box in which a device such as a water meter or a stop cock is accommodated. Various proposals have been made.

例えば特許文献1には、水道管の外径に対応する中央透孔を具え且つ埋設ボックスの切欠孔を被う面積を有すると共に切欠孔に対向する土砂の圧力に耐えうる強度と中央透孔より外周縁まで切欠した切欠部とを有する弾性合成樹脂よりなる水道メーター埋設ボックス用カバーが開示されている。   For example, Patent Document 1 includes a central through hole which has a central through hole corresponding to the outer diameter of a water pipe and has an area covering the cut out hole of the buried box and can withstand the pressure of earth and sand facing the cut out hole. There is disclosed a cover for a water meter buried box made of an elastic synthetic resin having a cutout portion cut out to the outer peripheral edge.

また、特許文献2には、水道管挿通孔から縁辺に切り込みを設けた土留板を設け、この土留板にて筐体および底台の水道管導入部を覆うとともに、固定爪体をこの筐体と底台との係合孔に係合して、筐体と底台を連結した量水器筐が開示されている。   Further, Patent Document 2 includes a retaining plate provided with a notch at the edge from the water pipe insertion hole. The retaining plate covers the casing and the water pipe introduction portion of the base, and the fixed claw body is attached to the casing. A watering device housing is disclosed in which a housing and a base are connected by engaging with an engagement hole between the base and the base.

さらに、特許文献3には、合成樹脂製基板部の略中央部に設けた円形孔の周縁から放射状に多数の切溝を設けて適当長さの多数の扇形舌片を形成し、この各扇形舌片に適当間隔で円形孔と同心円状の数条の凹溝を形成した閉塞用当板が開示されている。   Further, in Patent Document 3, a large number of grooves are formed radially from the peripheral edge of a circular hole provided in the substantially central portion of the synthetic resin substrate portion to form a large number of fan-shaped tongue pieces having appropriate lengths. There is disclosed a closing plate in which a plurality of concave grooves concentric with circular holes are formed at appropriate intervals on a tongue piece.

実公昭49−34835号公報Japanese Utility Model Publication No. 49-34835 特許第3045591号公報Japanese Patent No. 3045591 実公昭54−26490号公報Japanese Utility Model Publication 54-26490

しかしながら、上記特許文献1の水道メーター埋設ボックス用カバーにあっては、中央透孔の径が水道管の外径に対応している必要があるために、外径の異なる水道管ごとに異なる径の中央透孔を備える水道メーター埋設ボックス用カバーを用意しておく必要があり、汎用性に乏しい問題がある。   However, in the cover for a water meter buried box of Patent Document 1, since the diameter of the central through hole needs to correspond to the outer diameter of the water pipe, the diameter differs for each water pipe having a different outer diameter. It is necessary to prepare a cover for a water meter buried box having a central through hole, and there is a problem of poor versatility.

また、上記特許文献2の土留板や上記特許文献3の閉塞用当板にあっては、扇形舌片が平面状に形成されているために水道管の外径に合わせるように予め各舌片を折り込む必要があり、作業に手間がかかる。また、事前に各舌片を所要の長さに折り込んでおかないと、土留板や閉塞用当板が取付状態でねじれてしまう問題もある。   Moreover, in the earth retaining plate of the said patent document 2 and the closing plate of the said patent document 3, since a fan-shaped tongue piece is formed in planar shape, each tongue piece is previously adjusted so that it may match with the outer diameter of a water pipe. Needs to be folded, and it takes time and effort. Moreover, if each tongue piece is not folded in advance to a required length, there is a problem that the retaining plate and the closing plate are twisted in the attached state.

そこで本発明は、外径の異なる水道管にも1種で対応可能であり、しかも水道管に取り付けた際にもねじれてしまうことがなく容易に水道管に取り付けることのできる埋設ボックス用土砂流入防止板を提供することを目的とする。   Therefore, the present invention can be applied to water pipes having different outer diameters with only one kind, and can be easily attached to a water pipe without being twisted when attached to the water pipe. It aims at providing a prevention board.

また本発明は、前記埋設ボックス用土砂流入防止板を有する埋設ボックスセットを提供することを目的とする。   It is another object of the present invention to provide a buried box set having the earth-inflow prevention plate for a buried box.

さらに本発明は、前記埋設ボックス用土砂流入防止板を有する埋設ボックスの土砂流入防止構造を提供することを目的とする。   It is another object of the present invention to provide a structure for preventing sediment inflow of a buried box having the sediment inflow preventing plate for a buried box.

そして本発明はさらに、前記埋設ボックス用土砂流入防止板の取り付け方法を提供することを目的とする。   Another object of the present invention is to provide a method for attaching the earth and sand inflow prevention plate for a buried box.

本発明は、所定位置に埋設される埋設ボックスに設けられている水道管挿通用孔部に挿通された水道管に取り付けられることで、前記埋設ボックスの外側から前記水道管挿通用孔部を被覆した状態となり、前記水道管挿通用孔部を介して前記埋設ボックス内へ土砂が流入することを防止する埋設ボックス用土砂流入防止板であって、基板部と、前記基板部に貫通状に形成されており、前記水道管が配置される水道管配置用孔部と、前記基板部の外縁から前記水道管配置用孔部に至るまで、前記基板部に貫通状に形成された水道管通過用スリット部と、を具備し、前記基板部における前記水道管配置用孔部を囲繞する周辺部には、前記周辺部から前記水道管配置用孔部に向かって差し出された弾性舌片部が形成されており、さらに前記弾性舌片部は、前記水道管配置用孔部に前記水道管が配置されていない状態で、前記水道管配置用孔部に向かうに従い前記基板部の板厚方向に沿うように一方へ湾曲しており、前記水道管通過用スリット部を介して前記水道管配置用孔部に前記水道管が配置された状態で、前記水道管に弾接した状態となることを特徴とする埋設ボックス用土砂流入防止板である。   The present invention covers the water pipe insertion hole from the outside of the embedded box by being attached to the water pipe inserted into the water pipe insertion hole provided in the embedded box embedded in a predetermined position. It is a soil and sand inflow prevention plate for a buried box that prevents soil and sand from flowing into the buried box through the water pipe insertion hole, and is formed in a penetrating manner in the substrate portion and the substrate portion. A water pipe arrangement hole in which the water pipe is arranged, and a water pipe passage formed in a penetrating manner in the substrate part from the outer edge of the substrate part to the water pipe arrangement hole part An elastic tongue piece extended from the peripheral portion toward the water pipe arrangement hole portion in the peripheral portion surrounding the water pipe arrangement hole portion in the substrate portion. Further formed by the elastic tongue Is curved in one direction along the plate thickness direction of the substrate portion as it goes to the water pipe arrangement hole in a state where the water pipe is not arranged in the water pipe arrangement hole, In a state where the water pipe is arranged in the water pipe arrangement hole through the water pipe passage slit portion, and is in a state of being elastically contacted with the water pipe, is there.

かかる構成にあっては、埋設ボックス用土砂流入防止板を水道管に取り付けた状態で、前記弾性舌片部の先端部が前記水道管の外周面に弾接して押し付けられる状態となり、前記水道管の外周面と弾性舌片部の先端部との間に隙間が生じにくくなる。このため、埋設ボックス内への土砂の流入防止効果が向上する。ここで、前記弾性舌片部の先端部が向く方向と、水道管の管軸方向とがほぼ一致した状態で当該弾性舌片部と当該水道管とが当接するため、弾性舌片部の長さを水道管の外径に厳密に対応させる必要がない。また、かかる構成では、弾性舌片部の先端部が水道管の外周面に対して適正位置で当接することになるため、水道管に埋設ボックス用土砂流入防止板を取り付けた際に、前記基板部がねじれてしまうことがない。また、上述のように弾性舌片部の長さを調整する必要がないため、外径が異なる多種の水道管に対して1種の埋設ボックス用土砂流入防止板で柔軟に対応することができる。   In such a configuration, with the earth and sand inflow prevention plate for the buried box attached to the water pipe, the tip of the elastic tongue piece part is elastically pressed against the outer peripheral surface of the water pipe, and the water pipe A gap is less likely to occur between the outer peripheral surface of the elastic tongue and the tip of the elastic tongue piece. For this reason, the effect of preventing the inflow of earth and sand into the buried box is improved. Here, since the elastic tongue piece and the water pipe abut in a state where the direction in which the tip of the elastic tongue piece faces and the pipe axis direction of the water pipe substantially coincide, There is no need to strictly correspond to the outer diameter of the water pipe. Further, in such a configuration, since the tip end portion of the elastic tongue piece portion comes into contact with the outer peripheral surface of the water pipe at an appropriate position, when the earth and sand inflow prevention plate for a buried box is attached to the water pipe, the substrate The part will not be twisted. Moreover, since it is not necessary to adjust the length of an elastic tongue piece part as mentioned above, it can respond | correspond flexibly with the 1 type of earth and sand inflow prevention board for buried boxes with respect to the various water pipes from which an outer diameter differs. .

また、前記水道管通過用スリット部と連続する前記基板部の外縁部には、前記水道管通過用スリット部に向かって傾斜する傾斜縁部が形成されていることが望ましい。   Moreover, it is desirable that an inclined edge portion that is inclined toward the water pipe passage slit portion is formed on an outer edge portion of the substrate portion that is continuous with the water pipe passage slit portion.

かかる構成とすることにより、前記水道管の外周面に前記傾斜縁部を倣わせながら前記水道管通過用スリット部に水道管を案内することが可能となり、取り付け時の作業性が向上する。   By adopting such a configuration, it becomes possible to guide the water pipe to the water pipe passage slit portion while following the inclined edge portion to the outer peripheral surface of the water pipe, and workability at the time of attachment is improved.

さらに、前記弾性舌片部が板片形状であって、前記弾性舌片部の板厚が、前記基板部の板厚よりも薄い部分を少なくとも含むことが望ましい。   Furthermore, it is desirable that the elastic tongue piece portion has a plate piece shape, and the plate thickness of the elastic tongue piece portion includes at least a portion thinner than the plate thickness of the substrate portion.

かかる構成とすることにより、強度確保の点で前記基板部の板厚を仮に厚くしたとしても、前記弾性舌片部を容易に弾性変形させることができる。   By adopting such a configuration, the elastic tongue piece portion can be easily elastically deformed even if the thickness of the substrate portion is increased in terms of securing strength.

また、前記弾性舌片部は、前記水道管配置用孔部を中心に放射状に複数形成されており、前記弾性舌片部の根本部には、前記弾性舌片部同士の離間距離よりも大きい内径の丸孔形状である切欠部が形成されている構成が提案される。   A plurality of the elastic tongue pieces are radially formed around the water pipe arrangement hole, and a base portion of the elastic tongue pieces is larger than a separation distance between the elastic tongue pieces. A configuration in which a notch having a round hole shape with an inner diameter is formed is proposed.

かかる構成とすることにより、前記弾性舌片部が根本部から容易に弾性変形可能となる。また、前記弾性舌片部の根本部に過剰なせん断応力が加わって根本部が断裂してしまう、ことを好適に防止することができる。   By setting it as this structure, the said elastic tongue piece part becomes easily elastically deformable from a root part. In addition, it is possible to suitably prevent the root portion from tearing due to an excessive shear stress applied to the root portion of the elastic tongue piece portion.

また、前記弾性舌片部は、先端に向かうに従って当該弾性舌片部の差し出し方向に直交する方向の外寸が小さくなっていてもよい。   Moreover, the outer dimension of the said elastic tongue piece part in the direction orthogonal to the insertion direction of the said elastic tongue piece part may become small as it goes to a front-end | tip.

かかる構成とすることにより、前記弾性舌片部を水道管に当接した際に当該弾性舌片部の先端を水道管の形状に追従し易くすることができる。   By setting it as this structure, when the said elastic tongue piece part contact | abuts to a water pipe, it can make it easy to follow the front-end | tip of the said elastic tongue piece part to the shape of a water pipe.

そして本発明は、前記埋設ボックス用土砂流入防止板と、前記埋設ボックス用土砂流入防止板によって土砂の流入が防止される埋設ボックスと、を含むことを特徴とする埋設ボックスセットである。   And this invention is a burial box set characterized by including the said earth-and-sand inflow prevention board for burial boxes, and the burial box by which the inflow of earth and sand is prevented by the said earth-and-sand inflow prevention board for burial boxes.

かかる構成にあっては、土砂の流入を防止できる埋設ボックスを施工現場で迅速に準備し、そして施工することができる。   In such a configuration, a buried box capable of preventing inflow of earth and sand can be quickly prepared and constructed at the construction site.

ここで、前記埋設ボックス用土砂流入防止板は、前記弾性舌片部が前記埋設ボックス側へ湾曲しているように配されていてもよいし、前記埋設ボックス側とは反対側へ湾曲しているように配されていてもよい。ただし、特に、前記埋設ボックス用土砂流入防止板は、前記弾性舌片部が前記埋設ボックス側とは反対側へ湾曲しているように配されていることを特徴とする埋設ボックスの土砂流入防止構造が望ましい。   Here, the earth and sand inflow prevention plate for a buried box may be arranged such that the elastic tongue piece is curved toward the buried box side, or is curved toward the side opposite to the buried box side. May be arranged. However, in particular, the earth and sand inflow prevention plate for the buried box is arranged so that the elastic tongue piece is curved to the side opposite to the side of the buried box. A structure is desirable.

かかる構成にあっては、土砂の流入方向と前記弾性舌片部の湾曲方向とを対向させることが可能となるため、土砂が前記埋設ボックス内に流入しにくい埋設ボックスの土砂流入防止構造を構築することができる。   In such a configuration, it is possible to make the inflow direction of earth and sand and the curved direction of the elastic tongue piece part opposite to each other, so that a structure for preventing inflow of earth and sand in a buried box is constructed in which earth and sand are less likely to flow into the buried box. can do.

またさらに本発明は、前記埋設ボックス用土砂流入防止板の取り付け方法であって、前記水道管通過用スリット部に前記水道管を通過させることで前記水道管配置用孔部に前記水道管を配置して、前記弾性舌片部を前記水道管に弾接させる工程を含むことを特徴とする埋設ボックス用土砂流入防止板の取り付け方法である。   Furthermore, the present invention is a method for attaching the earth and sand inflow prevention plate for a buried box, wherein the water pipe is arranged in the water pipe arrangement hole by passing the water pipe through the water pipe passage slit. And it is the attachment method of the earth and sand inflow prevention board for buried boxes characterized by including the process of elastically contacting the said elastic tongue piece part with the said water pipe.

かかる構成にあっては、前記埋設ボックス用土砂流入防止板を前記水道管に容易に取り付けることができると共に、前記埋設ボックス内へ土砂が流入することを好適に防止することができる。   In such a configuration, the sediment box inflow prevention plate for the buried box can be easily attached to the water pipe, and the sediment can be suitably prevented from flowing into the buried box.

また本発明は、所定位置に埋設される埋設ボックスに設けられている水道管挿通用孔部に挿通された水道管に取り付けられることで、前記埋設ボックスの外側から前記水道管挿通用孔部を被覆した状態となり、前記水道管挿通用孔部を介して前記埋設ボックス内へ土砂が流入することを防止する埋設ボックス用土砂流入防止板であって、基板部と、前記基板部に貫通状に形成されており、前記水道管が配置される水道管配置用孔部と、前記基板部の外縁から前記水道管配置用孔部に至るまで、前記基板部に貫通状に形成された水道管通過用スリット部と、を具備し、前記基板部における前記水道管配置用孔部を囲繞する周辺部には、前記周辺部から前記水道管配置用孔部に向かって差し出された弾性舌片部が形成されており、さらに前記弾性舌片部は、前記水道管配置用孔部に前記水道管が配置されていない状態で、前記水道管配置用孔部に向かうに従い前記基板部の板厚方向に沿うように一方へ湾曲しており、かつ、前記水道管配置用孔部に前記水道管が配置されていない状態の前記弾性舌片部の先端における水道管配置用孔部の最小孔径は、前記弾性舌片部の先端における前記水道管配置用孔部の位置に配される水道管の外径よりも径小であることを特徴とする埋設ボックス用土砂流入防止板である。   In addition, the present invention attaches the water pipe insertion hole from the outside of the embedded box by being attached to the water pipe inserted into the water pipe insertion hole provided in the embedded box embedded in a predetermined position. A buried box earth and sand inflow prevention plate for preventing the earth and sand from flowing into the buried box through the water pipe insertion hole, the substrate part, and penetrating the substrate part A water pipe arrangement hole portion in which the water pipe is formed and a water pipe passage formed in a penetrating manner in the substrate portion from the outer edge of the substrate portion to the water pipe arrangement hole portion. An elastic tongue piece extending from the peripheral portion toward the water pipe arrangement hole portion in a peripheral portion of the base plate portion surrounding the water pipe arrangement hole portion. Is formed, and further the elasticity One part is curved to one side so as to follow the thickness direction of the substrate portion toward the water pipe arrangement hole in a state where the water pipe is not arranged in the water pipe arrangement hole. And the minimum hole diameter of the hole for water pipe arrangement | positioning in the front-end | tip of the said elastic tongue piece part in the state where the said water pipe is not arrange | positioned in the said water pipe arrangement | positioning hole part is the said water supply in the front-end | tip of the said elastic tongue piece part. An earth and sand inflow prevention plate for a buried box having a diameter smaller than an outer diameter of a water pipe arranged at a position of a pipe arrangement hole.

かかる構成とすることにより、埋設ボックス用土砂流入防止板を水道管に取り付けて前記水道管配置用孔部に水道管を配置すると、前記水道管によって前記弾性舌片部が押し広げられた状態となり、前記弾性舌片部の先端部が前記水道管の外周面に弾接した状態となる。このため、前記水道管の外周面と弾性舌片部の先端部との間に隙間が生じにくくなる。また、上述のように、前記弾性舌片部の先端部が向く方向と、水道管の管軸方向とがほぼ一致した状態で当該弾性舌片部と当該水道管とが当接するため、弾性舌片部の長さを水道管の外径に厳密に対応させる必要がない。また、かかる構成では、弾性舌片部の先端部が水道管の外周面に対して適正位置で当接することになるため、水道管に埋設ボックス用土砂流入防止板を取り付けた際に、前記基板部がねじれてしまうことがない。また、上述のように弾性舌片部の長さを調整する必要がないため、外径が異なる多種の水道管に対して1種の埋設ボックス用土砂流入防止板で柔軟に対応することができる。ここで、前記弾性舌片部の先端における水道管配置用孔部の最小孔径は、弾性舌片部の先端が位置している箇所における水道管配置用孔部の内径に相当する。また、前記弾性舌片部の先端における前記水道管配置用孔部の位置に配される水道管の外径は、水道管の外径のうち、水道管配置用孔部に配置されたときに弾性舌片部の先端が位置している箇所の水道管の外径に相当する。   By adopting such a configuration, when the earth and sand inflow prevention plate for the buried box is attached to the water pipe and the water pipe is arranged in the water pipe arrangement hole, the elastic tongue piece portion is pushed and expanded by the water pipe. The tip of the elastic tongue piece is in elastic contact with the outer peripheral surface of the water pipe. For this reason, it becomes difficult to produce a clearance gap between the outer peripheral surface of the said water pipe, and the front-end | tip part of an elastic tongue piece part. Further, as described above, since the elastic tongue piece and the water pipe abut in a state where the direction in which the tip of the elastic tongue piece faces and the pipe axis direction of the water pipe substantially coincide, It is not necessary for the length of one part to correspond exactly to the outer diameter of the water pipe. Further, in such a configuration, since the tip end portion of the elastic tongue piece portion comes into contact with the outer peripheral surface of the water pipe at an appropriate position, when the earth and sand inflow prevention plate for a buried box is attached to the water pipe, the substrate The part will not be twisted. Moreover, since it is not necessary to adjust the length of an elastic tongue piece part as mentioned above, it can respond | correspond flexibly with the 1 type of earth and sand inflow prevention board for buried boxes with respect to the various water pipes from which an outer diameter differs. . Here, the minimum hole diameter of the water pipe arrangement hole at the tip of the elastic tongue piece corresponds to the inner diameter of the water pipe arrangement hole at the position where the tip of the elastic tongue piece is located. Moreover, when the outer diameter of the water pipe arranged at the position of the water pipe arrangement hole at the tip of the elastic tongue piece portion is arranged in the water pipe arrangement hole of the outer diameter of the water pipe It corresponds to the outer diameter of the water pipe where the tip of the elastic tongue piece is located.

本発明にかかる埋設ボックス用土砂流入防止板は、土砂の流入防止効果が高いと共に、外径の異なる水道管にも1種で対応可能であり、しかも水道管に取り付けた際にもねじれてしまうことがなく容易に水道管に取り付けることができる効果がある。   The earth and sand inflow prevention plate for buried boxes according to the present invention has a high effect of preventing inflow of earth and sand, can be used with water pipes having different outer diameters, and is twisted when attached to the water pipe. There is an effect that can be easily attached to the water pipe without any.

また本発明にかかる埋設ボックスセットは、前記埋設ボックス用土砂流入防止板を有する埋設ボックスを提供することができる効果がある。   In addition, the buried box set according to the present invention has an effect that it is possible to provide a buried box having the sediment inflow preventing plate for the buried box.

さらに本発明にかかる埋設ボックスの土砂流入防止構造は、埋設ボックス内へ土砂が流入することを適正に阻止することができる効果がある。   Furthermore, the earth-and-sand inflow prevention structure of the buried box according to the present invention has an effect of appropriately preventing the earth and sand from flowing into the buried box.

そして本発明にかかる埋設ボックス用土砂流入防止板の取り付け方法は、水道管に対して埋設ボックス用土砂流入防止板を迅速に取り付けることができる効果がある。   And the attachment method of the earth and sand inflow prevention board for buried boxes concerning this invention has an effect which can attach the earth and sand inflow prevention board for buried boxes quickly to a water pipe.

実施例1の埋設ボックス用土砂流入防止板を示す外観斜視図である。It is an external appearance perspective view which shows the earth and sand inflow prevention board for burial boxes of Example 1. FIG. 実施例1の埋設ボックス用土砂流入防止板を示し、(a)は正面図、(b)は右側面図、(c)は背面図である。The earth and sand inflow prevention board for embedding boxes of Example 1 is shown, (a) is a front view, (b) is a right side view, and (c) is a rear view. (a)は実施例1にかかる埋設ボックス及び水道管を示す斜視図であり、(b)は実施例1にかかる埋設ボックスの土砂流入防止構造を示す斜視図である。(A) is a perspective view which shows the burying box and water pipe concerning Example 1, (b) is a perspective view which shows the earth and sand inflow prevention structure of the burying box concerning Example 1. FIG. 実施例1にかかる埋設ボックス用土砂流入防止板を水道管に取り付ける過程を示す説明図である。It is explanatory drawing which shows the process in which the earth and sand inflow prevention board for burial boxes concerning Example 1 is attached to a water pipe. 実施例2の埋設ボックス用土砂流入防止板を示し、(a)は正面図、(b)は右側面図、(c)は背面図である。The earth and sand inflow prevention board for embedding boxes of Example 2 is shown, (a) is a front view, (b) is a right side view, and (c) is a rear view. 実施例2にかかる埋設ボックス用土砂流入防止板を水道管に取り付ける過程を示す説明図である。It is explanatory drawing which shows the process in which the earth and sand inflow prevention board for burial boxes concerning Example 2 is attached to a water pipe. (a)は、実施例1の埋設ボックス用土砂流入防止板における弾性舌片部の部分側断面図であり、(b)は、実施例3の埋設ボックス用土砂流入防止板における弾性舌片部の部分側断面図である。(A) is a fragmentary sectional side view of the elastic tongue piece part in the earth and sand inflow prevention board for burial boxes of Example 1, (b) is the elastic tongue piece part in the earth and sand inflow prevention board for burial boxes of Example 3. FIG. 変形例にかかる弾性舌片部の部分側断面図である。It is a fragmentary sectional side view of the elastic tongue piece part concerning a modification. 他の土砂流入防止構造を示す説明図である。It is explanatory drawing which shows the other sediment inflow prevention structure.

以下、本発明の埋設ボックス用土砂流入防止板、埋設ボックスセット、埋設ボックスの土砂流入防止構造、及び埋設ボックス用土砂流入防止板の取り付け方法を具体化した実施例を詳細に説明する。なお、本発明の埋設ボックス用土砂流入防止板は、下記に示す埋設ボックス用土砂流入防止板1〜3に限定されることはなく、適宜設計変更が可能である。   Hereinafter, embodiments embodying the method for attaching a sediment inflow prevention plate for a buried box, a buried box set, a sediment inflow prevention structure for a buried box, and a method for attaching a sediment inflow prevention plate for a buried box according to the present invention will be described in detail. In addition, the earth-and-sand flow prevention plate for buried boxes of this invention is not limited to the earth-and-sand flow prevention plates 1-3 for a buried box shown below, and a design change is possible suitably.

〔実施例1〕
図1,図2に示したように、埋設ボックス用土砂流入防止板1は、平板形状の基板部20を具備している。本実施例における基板部20は四角板形状であり、縦長さは125mm、横長さは110mm、及び板厚は2mmである。また、4つの角部は、R20の面取りがなされている。
[Example 1]
As shown in FIGS. 1 and 2, the earth and sand inflow preventing plate 1 for a buried box includes a flat plate-shaped substrate portion 20. The substrate part 20 in the present embodiment has a square plate shape, the vertical length is 125 mm, the horizontal length is 110 mm, and the plate thickness is 2 mm. The four corners are chamfered with R20.

また、基板部20の略中央部には、内径が10mmの円形状をなした水道管配置用孔部21が基板部20の板厚方向に沿って貫通状に形成されている。また、基板部20には、当該基板部20の外縁と水道管配置用孔部21とを繋ぐ水道管通過用スリット部22が形成されている。水道管通過用スリット部22は、基板部20の板厚方向に沿って貫通状に形成されており、基板部20の縦辺に沿って筋状に形成されている。なお、水道管通過用スリット部22のスリット幅は、1mmである。   In addition, a water pipe arrangement hole 21 having a circular shape with an inner diameter of 10 mm is formed in a substantially central portion of the substrate part 20 in a penetrating manner along the thickness direction of the substrate part 20. In addition, a water pipe passage slit portion 22 that connects the outer edge of the substrate portion 20 and the water pipe arrangement hole 21 is formed in the substrate portion 20. The water pipe passage slit portion 22 is formed in a penetrating shape along the thickness direction of the substrate portion 20, and is formed in a streak shape along the vertical side of the substrate portion 20. The slit width of the water pipe passage slit portion 22 is 1 mm.

かかる構成により、基板部20は、水道管通過用スリット部22を基準として一側の第一基板部分割部20aと、他側の第二基板部分割部20bとに部分的に分割されている。   With this configuration, the substrate portion 20 is partially divided into a first substrate portion dividing portion 20a on one side and a second substrate portion dividing portion 20b on the other side based on the water pipe passage slit portion 22. .

さらに基板部20における水道管配置用孔部21を囲繞する周辺部には、周辺部から水道管配置用孔部21に向かって差し出された板状で先細り形状の弾性舌片部25が水道管配置用孔部21を中心に放射状に複数(本実施例においては20個)形成されている。なお、各弾性舌片部25は、微少な間隔をおいて互いに隣接している。   Furthermore, a plate-shaped and tapered elastic tongue piece 25 is provided from the peripheral portion toward the water pipe arrangement hole 21 in the peripheral part surrounding the water pipe arrangement hole 21 in the substrate part 20. A plurality (20 in this embodiment) are formed radially around the tube placement hole 21. The elastic tongue pieces 25 are adjacent to each other with a small interval.

また、弾性舌片部25は、図1,図2(b)等に示したように、先端側に配された水道管配置用孔部21に向かうに従って基板部20の板厚方向に沿うように一方へ湾曲している。   In addition, as shown in FIGS. 1 and 2B and the like, the elastic tongue piece portion 25 extends along the thickness direction of the substrate portion 20 toward the water pipe arrangement hole portion 21 arranged on the distal end side. Curved to one side.

さらに基板部20における互いに隣り合う弾性舌片部25の基端である根本部には、弾性舌片部25同士の離間距離よりも大きい内径の丸孔形状である切欠部27が各々貫通状に形成されている。   Further, in the base portion which is the base end of the elastic tongue pieces 25 adjacent to each other in the base plate portion 20, cutout portions 27 each having a round hole shape having an inner diameter larger than the separation distance between the elastic tongue pieces 25 are respectively penetrating. Is formed.

さらに、水道管通過用スリット部22と連続する基板部20の外縁部には、水道管通過用スリット部22に向かって傾斜する傾斜縁部31,32が形成されている。具体的には、第一基板部分割部20aに第一傾斜縁部31が形成されており、第二基板部分割部20bに第二傾斜縁部32が形成されている。   Furthermore, inclined edge portions 31 and 32 that are inclined toward the water pipe passage slit portion 22 are formed on the outer edge portion of the substrate portion 20 that is continuous with the water pipe passage slit portion 22. Specifically, the first inclined edge portion 31 is formed in the first substrate portion dividing portion 20a, and the second inclined edge portion 32 is formed in the second substrate portion dividing portion 20b.

次に、図3,4に従って、埋設ボックス用土砂流入防止板1の取り付け方法を詳述する。   Next, according to FIGS. 3 and 4, a method for attaching the earth and sand inflow prevention plate 1 for a buried box is described in detail.

図3(a)に示すように、量水器及び/又は止水栓等の機器が収容される埋設ボックス15の左右両側面には、各々水道管挿通用孔部16が設けられており、埋設ボックス15が所定位置に埋設された状態では、水道管挿通用孔部16に水道管Pが挿通されている。   As shown in FIG. 3 (a), water pipe insertion holes 16 are provided on the left and right side surfaces of the buried box 15 in which devices such as water meters and / or stopcocks are accommodated, respectively. In a state where the burying box 15 is buried at a predetermined position, the water pipe P is inserted into the water pipe insertion hole 16.

そして、埋設ボックス用土砂流入防止板1における弾性舌片部25の先端部を埋設ボックス15の水道管挿通用孔部16に向けた上で、図4に示したように、かかる水道管Pの外周面に対して、埋設ボックス用土砂流入防止板1の基板部20に形成された傾斜縁部31,32を圧接させながら、基板部20の第一基板部分割部20aと第二基板部分割部20bとを水道管Pの管軸に沿って互いに離開させて、水道管通過用スリット部22に水道管Pを案内する。次いで、水道管通過用スリット部22に水道管Pを通過させた後、図3(b)に示すように、水道管Pで各弾性舌片部25を弾性変形させて水道管配置用孔部21を押し広げながら水道管Pを水道管配置用孔部21に配置する。ここで、弾性舌片部25の先端における水道管配置用孔部21の最小孔径D1(図2参照)は、弾性舌片部25の先端における水道管配置用孔部21の位置に配される水道管Pの外径D2(図4参照)よりも径小となっている。   Then, with the distal end portion of the elastic tongue portion 25 in the buried box earth and sand inflow prevention plate 1 facing the water pipe insertion hole 16 of the buried box 15, as shown in FIG. The first substrate portion dividing portion 20a and the second substrate portion dividing of the substrate portion 20 are brought into pressure contact with the inclined edges 31 and 32 formed on the substrate portion 20 of the buried box sediment inflow prevention plate 1 against the outer peripheral surface. The parts 20b are separated from each other along the pipe axis of the water pipe P, and the water pipe P is guided to the slit 22 for passing the water pipe. Next, after passing the water pipe P through the water pipe passage slit 22, each elastic tongue piece 25 is elastically deformed by the water pipe P as shown in FIG. The water pipe P is arranged in the water pipe arrangement hole 21 while spreading 21. Here, the minimum hole diameter D1 (see FIG. 2) of the water pipe arrangement hole 21 at the tip of the elastic tongue piece 25 is arranged at the position of the water pipe arrangement hole 21 at the tip of the elastic tongue piece 25. The diameter is smaller than the outer diameter D2 (see FIG. 4) of the water pipe P.

そして、埋設ボックス用土砂流入防止板1で埋設ボックス15の外側から水道管挿通用孔部16を被覆した状態とする。これによって埋設ボックス15の土砂流入防止構造10を構築することができる。なお、埋設ボックス用土砂流入防止板1を水道管Pに取り付ける工程で、弾性舌片部25の長さを水道管Pの外径に対応させてあらかじめ長さ調整する必要はない。   And it is set as the state which coat | covered the water pipe penetration hole 16 from the outer side of the burying box 15 with the sediment inflow prevention board 1 for burying boxes. Thereby, the earth and sand inflow prevention structure 10 of the burying box 15 can be constructed. In addition, it is not necessary to adjust the length of the elastic tongue piece portion 25 in advance in correspondence with the outer diameter of the water pipe P in the step of attaching the earth and sand inflow prevention plate 1 for the buried box to the water pipe P.

このように、埋設ボックス用土砂流入防止板1を水道管Pに取り付けた状態では、弾性舌片部25が水道管Pに弾接した状態となっている。したがって、水道管Pの周方向において水道管Pの外周面と弾性舌片部25との間に隙間が生じにくくなっており、埋設ボックス15内への土砂の流入が抑制されている。なお、弾性舌片部25の先端部が向く方向と、水道管Pの管軸方向とがほぼ一致した状態で当該弾性舌片部25と当該水道管Pとが当接するため、弾性舌片部25の長さを水道管Pの外径に厳密に対応させる必要がない。また、各弾性舌片部25の先端部が水道管Pの外周面に対して各々均一に当接するため、水道管Pに埋設ボックス用土砂流入防止板1を取り付けた際に基板部20がねじれてしまうことがない。   Thus, in the state where the earth and sand inflow prevention plate 1 for the burying box is attached to the water pipe P, the elastic tongue piece 25 is in a state of elastic contact with the water pipe P. Therefore, in the circumferential direction of the water pipe P, a gap is less likely to be generated between the outer peripheral surface of the water pipe P and the elastic tongue piece 25, and the inflow of earth and sand into the buried box 15 is suppressed. In addition, since the elastic tongue piece 25 and the water pipe P are in contact with each other in a state where the direction in which the tip of the elastic tongue piece 25 faces and the pipe axis direction of the water pipe P substantially coincide with each other, the elastic tongue piece portion The length of 25 does not have to correspond exactly to the outer diameter of the water pipe P. Moreover, since the front-end | tip part of each elastic tongue piece part 25 each contact | abuts uniformly with respect to the outer peripheral surface of the water pipe P, when attaching the earth-and-sand inflow prevention board 1 for buried boxes to the water pipe P, the board | substrate part 20 twists. There is no end.

なお、弾性舌片部25の根本部には、上述のように切欠部27が形成されているため、弾性舌片部25が根本部から容易に弾性変形可能となり、せん断応力による根本部の断裂を好適に防止することができる。   In addition, since the notch part 27 is formed in the root part of the elastic tongue piece part 25 as described above, the elastic tongue piece part 25 can be easily elastically deformed from the root part, and the root part is broken by shear stress. Can be suitably prevented.

また、基板部20の外縁部には、水道管Pを水道管通過用スリット部22に案内する傾斜縁部31,32が形成されているため、水道管Pの外周面に傾斜縁部31,32を倣わせながら水道管通過用スリット部22に水道管Pを円滑に配置することができる。   Moreover, since the inclined edge parts 31 and 32 which guide the water pipe P to the slit part 22 for water pipe passage are formed in the outer edge part of the board | substrate part 20, the inclined edge part 31 and 32 are formed in the outer peripheral surface of the water pipe P. The water pipe P can be smoothly arranged in the water pipe passage slit portion 22 while following 32.

また、単体の埋設ボックス15と、所要の数の埋設ボックス用土砂流入防止板1とを1組とした埋設ボックスセットとした場合には、土砂の流入を防止できる埋設ボックス15を施工現場で迅速に準備し、そして施工することができる。   Further, when a single buried box 15 and a required number of buried box earth and sand inflow prevention plates 1 are used as a buried box set, the buried box 15 that can prevent the inflow of earth and sand can be quickly installed at the construction site. Can be prepared and installed.

〔実施例2〕
次に、他の実施例にかかる埋設ボックス用土砂流入防止板2を、図5に従って説明する。
[Example 2]
Next, the earth and sand inflow preventing plate 2 for a buried box according to another embodiment will be described with reference to FIG.

図5に示すように、埋設ボックス用土砂流入防止板2にあっては、第一基板部分割部20aの外縁部における水道管通過用スリット部22に臨む部位に、第一水道管案内部33が設けられている。かかる第一水道管案内部33は、基板部20に対して一側に小さく反り上がるような湾曲形状をなし、基板部20の板厚方向に沿って一方に傾斜した第一傾斜面35が形成されている。   As shown in FIG. 5, in the earth and sand inflow prevention plate 2 for the burying box, the first water pipe guide portion 33 is located at a portion facing the water pipe passage slit portion 22 in the outer edge portion of the first substrate portion dividing portion 20 a. Is provided. The first water pipe guide portion 33 has a curved shape that slightly warps to one side with respect to the substrate portion 20, and a first inclined surface 35 that is inclined in one direction along the thickness direction of the substrate portion 20 is formed. Has been.

一方、第二基板部分割部20bの外縁部における水道管通過用スリット部22に臨む部位には、第二水道管案内部34が設けられている。かかる第二水道管案内部34は、基板部20対して他側に小さく反り上がるような湾曲形状をなし、基板部20の板厚方向に沿って他方に傾斜した第二傾斜面36が形成されている。   On the other hand, the 2nd water pipe guide part 34 is provided in the site | part which faces the water pipe passage slit part 22 in the outer edge part of the 2nd board | substrate part division | segmentation part 20b. The second water pipe guide portion 34 has a curved shape that slightly warps to the other side with respect to the substrate portion 20, and a second inclined surface 36 that is inclined to the other along the thickness direction of the substrate portion 20 is formed. ing.

かかる構成にあっては、図6に示すように、各水道管案内部33,34の傾斜面35,36をそれぞれ水道管Pの外周面に押し当てながら基板部分割部20a,20bを互いに異なる方向に湾曲させて離開させることができ、水道管通過用スリット部22が円滑に拡開する。   In such a configuration, as shown in FIG. 6, the substrate portion dividing portions 20 a and 20 b are different from each other while the inclined surfaces 35 and 36 of the water pipe guide portions 33 and 34 are pressed against the outer peripheral surface of the water pipe P, respectively. The water pipe passage slit portion 22 can be smoothly opened.

なお、これまでに述べた実施例において、各部の寸法形状は適宜自由に設定可能である。   In the embodiments described so far, the dimensional shape of each part can be freely set as appropriate.

また、実施例1にかかる埋設ボックス用土砂流入防止板1において、図7(a)に示すように、弾性舌片部25の板厚は基板部20の板厚よりも薄い構成とすることが好ましい。かかる構成とすることにより、仮に強度確保の点で基板部20の板厚が厚くなったとしても、弾性舌片部25を容易に弾性変形させることができる。   Moreover, in the earth-and-sand inflow prevention plate 1 for burial boxes concerning Example 1, as shown to Fig.7 (a), the plate | board thickness of the elastic tongue piece part 25 may be set as the structure thinner than the plate | board thickness of the board | substrate part 20. FIG. preferable. By adopting such a configuration, the elastic tongue piece 25 can be easily elastically deformed even if the thickness of the substrate portion 20 is increased in terms of securing strength.

これに対して、図7(b)に示すような実施例3にかかる埋設ボックス用土砂流入防止板3としてもよい。さらに詳述すると、本実施例においては、弾性舌片部45の板厚と、基板部20の板厚とが同じ構成となっている。かかる構成とすることにより、埋設ボックス用土砂流入防止板3の構造が簡素となり、製造コストが低減される利点がある。   On the other hand, it is good also as the earth-and-sand inflow prevention board 3 for embedded boxes concerning Example 3 as shown in FIG.7 (b). More specifically, in this embodiment, the plate thickness of the elastic tongue piece 45 and the plate thickness of the substrate unit 20 are the same. With this configuration, there is an advantage that the structure of the earth and sand inflow prevention plate 3 for the buried box is simplified and the manufacturing cost is reduced.

なお、埋設ボックス用土砂流入防止板1〜3は、例えば 再生ポリプロピレン(R−PP)等のような可撓性のある合成樹脂で構成されていることが望ましい。   In addition, it is desirable that the earth and sand inflow prevention plates 1 to 3 for the buried box are made of a flexible synthetic resin such as recycled polypropylene (R-PP).

また、図8に示すように、変形例にかかる埋設ボックス用土砂流入防止板4にあっては、弾性舌片部55が、先端に向かうに従って板厚(差し出し方向に直交する方向の外寸)が薄くなる構造を具備している。かかる構成とすることにより、弾性舌片部55の先端が弾性変形し易くなり、水道管Pの形状に追従し易くなる。なお、これまでに述べた弾性舌片部25,45,55は、板片形状に限定されることはなく、断面が円形状、多角形又は異形等であってもよい。   Further, as shown in FIG. 8, in the buried box sediment inflow prevention plate 4 according to the modified example, the elastic tongue piece 55 has a plate thickness (outside dimension in a direction perpendicular to the insertion direction) toward the tip. Has a structure of thinning. By setting it as this structure, the front-end | tip of the elastic tongue piece part 55 becomes easy to elastically deform, and it becomes easy to follow the shape of the water pipe P. FIG. Note that the elastic tongue pieces 25, 45, and 55 described so far are not limited to plate shapes, and may have a circular shape, a polygonal shape, an irregular shape, or the like in cross section.

また、図9に示すように、他の土砂流入防止構造11にあっては、土砂が流入しようとする方向と湾曲した弾性舌片部25の差し出し方向とを対向させて埋設ボックス用土砂流入防止板1を配置することができる。   Further, as shown in FIG. 9, in the other earth and sand inflow prevention structure 11, the direction in which the earth and sand is about to flow in and the direction in which the curved elastic tongue piece 25 is pushed out are opposed to each other. A plate 1 can be arranged.

具体的には、埋設ボックス用土砂流入防止板1を水道管Pに装着するときは、弾性舌片部25の先端部を埋設ボックス15の水道管挿通用孔部16とは反対側に向けた上で、水道管通過用スリット部21に水道管Pを通過させる。かかる構成とすることにより、土砂が埋設ボックス15内に流入しにくい土砂流入防止構造11を構築することができる。   Specifically, when the earth and sand inflow prevention plate 1 for a buried box is attached to the water pipe P, the tip of the elastic tongue piece 25 is directed to the side opposite to the water pipe insertion hole 16 of the buried box 15. Above, the water pipe P is passed through the slit 21 for water pipe passage. By adopting such a configuration, it is possible to construct the earth and sand inflow prevention structure 11 in which earth and sand hardly flow into the buried box 15.

1〜3 埋設ボックス用土砂流入防止板
10,11 埋設ボックスの土砂流入防止構造
15 埋設ボックス
16 水道管挿通用孔部
20 基板部
21 水道管配置用孔部
22 水道管通過用スリット部
25,45,55 弾性舌片部
27 切欠部
31 第一傾斜縁部
32 第二傾斜縁部
P 水道管
1-3 Sediment inflow prevention plate for buried box 10, 11 Sediment inflow prevention structure 15 for buried box 15 Embedded box 16 Water pipe insertion hole 20 Substrate part 21 Water pipe arrangement hole part 22 Water pipe passage slit part 25, 45 , 55 Elastic tongue piece 27 Notch 31 First inclined edge 32 Second inclined edge P Water pipe

Claims (9)

所定位置に埋設される埋設ボックスに設けられている水道管挿通用孔部に挿通された水道管に取り付けられることで、前記埋設ボックスの外側から前記水道管挿通用孔部を被覆した状態となり、前記水道管挿通用孔部を介して前記埋設ボックス内へ土砂が流入することを防止する埋設ボックス用土砂流入防止板 であって、
基板部と、
前記基板部に貫通状に形成されており、前記水道管が配置される水道管配置用孔部と、
前記基板部の外縁から前記水道管配置用孔部に至るまで、前記基板部に貫通状に形成された水道管通過用スリット部と、
を具備し、
前記基板部における前記水道管配置用孔部を囲繞する周辺部には、前記周辺部から前記水道管配置用孔部に向かって差し出された弾性舌片部が形成されており、
さらに前記弾性舌片部は、
前記水道管配置用孔部に前記水道管が配置されていない状態で、前記水道管配置用孔部に向かうに従い前記基板部の板厚方向に沿うように一方へ湾曲しており、
前記水道管通過用スリット部を介して前記水道管配置用孔部に前記水道管が配置された状態で、前記水道管に弾接した状態となる
ことを特徴とする埋設ボックス用土砂流入防止板。
By being attached to a water pipe inserted into a water pipe insertion hole provided in a buried box embedded in a predetermined position, the water pipe insertion hole is covered from the outside of the buried box, A sewage inflow prevention plate for a buried box that prevents sediment from flowing into the burying box through the water pipe insertion hole;
A substrate section;
A water pipe arrangement hole, in which the water pipe is arranged, is formed in the substrate portion in a penetrating manner,
From the outer edge of the substrate part to the water pipe arrangement hole, the water pipe passage slit part formed in the substrate part in a penetrating manner,
Comprising
In the peripheral part surrounding the water pipe arrangement hole in the substrate part, an elastic tongue piece is formed that is extended from the peripheral part toward the water pipe arrangement hole.
Further, the elastic tongue piece is
In the state where the water pipe is not arranged in the water pipe arrangement hole, it is curved to one side so as to follow the plate thickness direction of the substrate part toward the water pipe arrangement hole,
Sediment inflow prevention plate for buried box, wherein the water pipe is elastically contacted with the water pipe in a state where the water pipe is arranged in the water pipe arrangement hole through the water pipe passage slit. .
前記水道管通過用スリット部と連続する前記基板部の外縁部には、前記水道管通過用スリット部に向かって傾斜する傾斜縁部が形成されている
請求項1に記載の埋設ボックス用土砂流入防止板。
The earth and sand inflow for buried boxes according to claim 1, wherein an inclined edge portion that is inclined toward the water pipe passage slit portion is formed at an outer edge portion of the base plate portion continuous with the water pipe passage slit portion. Prevention plate.
前記弾性舌片部が板片形状であって、前記弾性舌片部の板厚が、前記基板部の板厚よりも薄い部分を少なくとも含む
請求項1又は請求項2に記載の埋設ボックス用土砂流入防止板。
3. The buried box earth and sand according to claim 1, wherein the elastic tongue piece portion has a plate piece shape, and the elastic tongue piece portion includes at least a portion where the plate thickness is thinner than the plate thickness of the substrate portion. Inflow prevention plate.
前記弾性舌片部は、前記水道管配置用孔部を中心に放射状に複数形成されており、前記弾性舌片部の根本部には、前記弾性舌片部同士の離間距離よりも大きい内径の丸孔形状である切欠部が形成されている
請求項1乃至請求項3のいずれか1項に記載の埋設ボックス用土砂流入防止板。
A plurality of the elastic tongue pieces are radially formed around the water pipe arrangement hole, and the base of the elastic tongue pieces has an inner diameter larger than the separation distance between the elastic tongue pieces. The earth and sand inflow prevention plate for buried boxes according to any one of claims 1 to 3, wherein a cutout portion having a round hole shape is formed.
前記弾性舌片部は、先端に向かうに従って当該弾性舌片部の差し出し方向に直交する方向の外寸が小さくなっている
請求項1乃至請求項4のいずれか1項に記載の埋設ボックス用土砂流入防止板。
The earth and sand for an embedded box according to any one of claims 1 to 4, wherein the elastic tongue portion has an outer dimension that is smaller in a direction perpendicular to a direction in which the elastic tongue piece is inserted toward the tip. Inflow prevention plate.
請求項1乃至請求項5のいずれか1項に記載の埋設ボックス用土砂流入防止板と、
前記埋設ボックス用土砂流入防止板によって土砂の流入が防止される埋設ボックスと、
を含む
ことを特徴とする埋設ボックスセット。
The earth and sand inflow prevention plate for buried boxes according to any one of claims 1 to 5,
A buried box in which the inflow of earth and sand is prevented by the earth and sand inflow prevention plate for the buried box;
An embedded box set characterized by including
請求項1乃至請求項5のいずれか1項に記載の埋設ボックス用土砂流入防止板は、前記弾性舌片部が前記埋設ボックス側とは反対側へ湾曲しているように配されている
ことを特徴とする埋設ボックスの土砂流入防止構造。
The buried-box earth-and-sand inflow prevention plate according to any one of claims 1 to 5, wherein the elastic tongue piece portion is arranged so as to bend to the side opposite to the buried box side. Sediment inflow prevention structure for buried boxes.
請求項1乃至請求項5のいずれか1項に記載の埋設ボックス用土砂流入防止板の取り付け方法であって、
前記水道管通過用スリット部に前記水道管を通過させることで前記水道管配置用孔部に前記水道管を配置して、前記弾性舌片部を前記水道管に弾接させる工程
を含むことを特徴とする埋設ボックス用土砂流入防止板の取り付け方法。
It is the attachment method of the earth and sand inflow prevention board for burial boxes of any one of Claims 1 thru / or 5, Comprising:
Including the step of placing the water pipe in the water pipe placement hole by passing the water pipe through the water pipe passage slit, and elastically contacting the elastic tongue piece to the water pipe. The installation method of the earth and sand inflow prevention board for a buried box characterized by the above.
所定位置に埋設される埋設ボックスに設けられている水道管挿通用孔部に挿通された水道管に取り付けられることで、前記埋設ボックスの外側から前記水道管挿通用孔部を被覆した状態となり、前記水道管挿通用孔部を介して前記埋設ボックス内へ土砂が流入することを防止する埋設ボックス用土砂流入防止板であって、
基板部と、
前記基板部に貫通状に形成されており、前記水道管が配置される水道管配置用孔部と、
前記基板部の外縁から前記水道管配置用孔部に至るまで、前記基板部に貫通状に形成された水道管通過用スリット部と、
を具備し、
前記基板部における前記水道管配置用孔部を囲繞する周辺部には、前記周辺部から前記水道管配置用孔部に向かって差し出された弾性舌片部が形成されており、
さらに前記弾性舌片部は、
前記水道管配置用孔部に前記水道管が配置されていない状態で、前記水道管配置用孔部に向かうに従い前記基板部の板厚方向に沿うように一方へ湾曲しており、
かつ、前記水道管配置用孔部に前記水道管が配置されていない状態の前記弾性舌片部の先端における水道管配置用孔部の最小孔径は、前記弾性舌片部の先端における前記水道管配置用孔部の位置に配される水道管の外径よりも径小である
ことを特徴とする埋設ボックス用土砂流入防止板。
By being attached to a water pipe inserted into a water pipe insertion hole provided in a buried box embedded in a predetermined position, the water pipe insertion hole is covered from the outside of the buried box, A buried box earth and sand inflow prevention plate for preventing earth and sand from flowing into the buried box through the water pipe insertion hole,
A substrate section;
A water pipe arrangement hole, in which the water pipe is arranged, is formed in the substrate portion in a penetrating manner,
From the outer edge of the substrate part to the water pipe arrangement hole, the water pipe passage slit part formed in the substrate part in a penetrating manner,
Comprising
In the peripheral part surrounding the water pipe arrangement hole in the substrate part, an elastic tongue piece is formed that is extended from the peripheral part toward the water pipe arrangement hole.
Further, the elastic tongue piece is
In the state where the water pipe is not arranged in the water pipe arrangement hole, it is curved to one side so as to follow the plate thickness direction of the substrate part toward the water pipe arrangement hole,
And the minimum hole diameter of the hole for water pipe arrangement | positioning in the front-end | tip of the said elastic tongue piece state in which the said water pipe is not arrange | positioned in the said water pipe arrangement | positioning hole part is the said water pipe in the front-end | tip of the said elastic tongue piece part. An earth and sand inflow prevention plate for a buried box, characterized in that the diameter is smaller than the outer diameter of a water pipe arranged at the position of the arrangement hole.
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JP7445296B2 (en) 2020-05-01 2024-03-07 株式会社光合金製作所 Covers used for drainage aids

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Publication number Priority date Publication date Assignee Title
JP7445296B2 (en) 2020-05-01 2024-03-07 株式会社光合金製作所 Covers used for drainage aids

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