JP2006291527A - Block for constructing water channel - Google Patents

Block for constructing water channel Download PDF

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JP2006291527A
JP2006291527A JP2005111843A JP2005111843A JP2006291527A JP 2006291527 A JP2006291527 A JP 2006291527A JP 2005111843 A JP2005111843 A JP 2005111843A JP 2005111843 A JP2005111843 A JP 2005111843A JP 2006291527 A JP2006291527 A JP 2006291527A
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block
water
water passage
passage hole
width
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Seiichi Shimoyama
誠一 下山
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Kaieitechno Co Ltd
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Kaieitechno Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a block capable of constructing a water channel capable of increasing traveling safety. <P>SOLUTION: The upper end width w21 of a water passing hole 16 is determined within the range of 12 to 20 mm. Thus, even when vehicles such as a bicycle, a wheelchair, and a baby carriage travel on the block 10, the possibility of the fitting of the tire of the vehicles to the water passing hole 16 can be avoided, and the traveling safety of the water channel constructed of the block 10 can be increased. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、水路を構築する際に用いられるブロック、特にブロック内の流水路に至る通水孔を頂版部に有する水路構築用ブロックに関する。   The present invention relates to a block for use in building a water channel, and more particularly to a water channel building block having a water passage hole in a top plate part that reaches a water channel in the block.

水路構築用ブロックには大別して縦断面がロ形を成すものと逆U形を成すものとが存在する。前者のブロックにあっては敷設箇所に該ブロックを並べて相互に連結することによって水路が構築され、後者のブロックにあっては敷設箇所に設けた基礎上に該ブロックを並べて相互に連結することによって水路が構築される。何れのブロックもブロック内の流水路に至る少なくとも1つの通水孔を頂版部に備えており、頂版部の上面に導かれた雨水等を通水孔から流水路に取り込んで該流水路によって所期の排水を行う。
特開平4−111825号公報
There are roughly two types of water channel building blocks, one having a vertical cross section and a reverse U shape. In the former block, a water channel is constructed by connecting the blocks in the laying position and connecting them together. In the latter block, the blocks are arranged and connected to each other on the foundation provided in the laying position. A waterway is constructed. Each block has at least one water passage hole in the top plate part that reaches the water channel in the block, and the rain water guided to the top surface of the top plate part is taken into the water channel from the water hole. The desired drainage is performed.
Japanese Patent Laid-Open No. 4-111825

前記ブロックは道路脇や道路中央等に水路を構築する際に用いられているが、前記通水孔の寸法はブロックの大きさやメーカー毎に様々であるため、自転車や車椅子や乳母車等の乗り物がブロック上を走行したときにそのタイヤが通水孔に嵌まり込んで走行安全性が損なわれる恐れがある。   The block is used when building a waterway on the side of the road or in the center of the road, but the size of the water passage hole varies depending on the size of the block and the manufacturer, so that bicycles, wheelchairs, baby carriages, etc. When the vehicle travels on the block, the tire may be fitted into the water passage hole and the traveling safety may be impaired.

本発明は前記事情に鑑みて創作されたもので、その目的とするところは、走行安全性を向上できる水路を構築可能なブロックを提供することにある。   The present invention has been created in view of the above circumstances, and an object thereof is to provide a block capable of constructing a water channel that can improve traveling safety.

前記目的を達成するため、少なくとも頂版部及び左右側壁部を備え、流水路に至る少なくとも1つの通水孔を頂版部の上面に有する水路構築用ブロックであって、前記通水孔の上端幅は12〜20mmの範囲内にある、ことをその特徴とする。   In order to achieve the above object, there is provided a water channel construction block having at least a top plate portion and left and right side wall portions, and having at least one water passage hole leading to a water channel on the top surface of the top plate portion, the upper end of the water passage hole. Its width is in the range of 12-20 mm.

この水路構築用ブロックによれば、通水孔の上端幅を12〜20mmの範囲内で定めてあるので、自転車や車椅子や乳母車等の乗り物がブロック上を走行したときでも、該乗り物のタイヤが通水孔に嵌まり込む可能性を回避することができ、前記ブロックによって構築された水路上の走行安全性を向上させることができる。   According to this waterway construction block, since the upper end width of the water passage hole is set within a range of 12 to 20 mm, even when a vehicle such as a bicycle, a wheelchair or a baby carriage travels on the block, the tire of the vehicle The possibility of fitting into the water passage hole can be avoided, and the traveling safety on the water channel constructed by the block can be improved.

本発明によれば、走行安全性を向上できる水路を構築可能なブロックを提供できる。   ADVANTAGE OF THE INVENTION According to this invention, the block which can construct | assemble the water channel which can improve driving | running | working safety can be provided.

本発明の前記目的とそれ以外の目的と、構成特徴と、作用効果は、以下の説明と添付図面によって明らかとなる。   The above object and other objects, structural features, and operational effects of the present invention will become apparent from the following description and the accompanying drawings.

図1〜図5は本発明の一実施形態を示すもので、図1は水路構築用ブロック(以下単にブロックと言う)の斜視図、図2(A)は図1に示したブロックを導水溝を含む平面で破断した縦断面図と、図2(B)は図1に示したブロックを通水孔を含む平面で破断した縦断面図、図3,図4,図5(A)及び図5(B)は図1に示したブロックの寸法線図である。   1 to 5 show an embodiment of the present invention, FIG. 1 is a perspective view of a block for building a water channel (hereinafter simply referred to as a block), and FIG. 2 (A) is a water guide groove for the block shown in FIG. FIG. 2B is a longitudinal sectional view broken along the plane including the water passage holes shown in FIG. 1, FIG. 3, FIG. 4, FIG. FIG. 5B is a dimensional diagram of the block shown in FIG.

まず、ブロック10の全体構成を、図1,図2(A)及び図2(B)を参照して説明する。   First, the overall configuration of the block 10 will be described with reference to FIGS. 1, 2A, and 2B.

図1,図2(A)及び図2(B)に示すように、ブロック10は頂版部11と左右側壁部12,12と底版部13とを備え、全体が略直方体形状を成す。ブロック10内には縦断面が略矩形の流水路14が長さ方向に沿って設けられており、該流水路14はブロック10の長さ方向両端面で開口している。   As shown in FIGS. 1, 2A and 2B, the block 10 includes a top plate portion 11, left and right side wall portions 12 and 12, and a bottom plate portion 13, and the whole has a substantially rectangular parallelepiped shape. A flow channel 14 having a substantially rectangular longitudinal section is provided in the block 10 along the length direction, and the flow channel 14 is open at both end surfaces in the length direction of the block 10.

頂版部11の上面11aは幅方向中心に向かって下向きに傾斜していて縦断面がV形を成す。頂版部11の上面11aの幅方向中心には、長さ方向に間隔をおいて計4個の導水溝15が設けられ、隣接する導水溝15の間それぞれには流水路14に至る計3個の通水孔16が設けられている。   The top surface 11a of the top plate part 11 is inclined downward toward the center in the width direction, and the longitudinal section forms a V shape. At the center in the width direction of the top surface 11a of the top plate portion 11, a total of four water guide grooves 15 are provided at intervals in the length direction, and a total of three water guide channels 14 are provided between the adjacent water guide grooves 15 respectively. The water flow holes 16 are provided.

各導水溝15の深さは頂版部11の厚さの1/2以下であり、各導水溝15は上端から下端に向かって幅寸法が徐々に小さくなる縦断面形を有し、且つ、上端から下端に向かって長さ寸法が徐々に小さくなる縦断面形を有していて全体が四角錐台状を成している。各通水孔16は上端から下端に向かって幅寸法が徐々に大きくなる縦断面形を有し、且つ、上端から下端に向かって長さ寸法が徐々に大きくなる縦断面形を有していて全体が逆四角錐台状を成しており、該通水孔16の上端幅は導水溝15の上端幅と一致している。   The depth of each water guide groove 15 is ½ or less of the thickness of the top plate portion 11, each water guide groove 15 has a longitudinal sectional shape in which the width dimension gradually decreases from the upper end toward the lower end, and It has a longitudinal cross-sectional shape in which the length dimension gradually decreases from the upper end to the lower end, and the whole forms a quadrangular pyramid shape. Each water passage 16 has a vertical cross-sectional shape in which the width dimension gradually increases from the upper end to the lower end, and has a vertical cross-sectional shape in which the length dimension gradually increases from the upper end to the lower end. The whole has an inverted quadrangular truncated pyramid shape, and the upper end width of the water passage hole 16 coincides with the upper end width of the water guide groove 15.

このブロック10にあっては敷設箇所に該ブロック10を並べて相互に連結することによって水路が構築される。頂版部11の上面11aに導かれた雨水等はその傾斜に従って導水溝15と通水孔16に集水され、導水溝15から通水孔16に導かれた雨水等を含め該通水孔16を通じて流水路14に取り込まれ該流水路14によって所期の排水が行われる。   In this block 10, a water channel is constructed by arranging the blocks 10 at the laying positions and connecting them together. Rainwater or the like guided to the upper surface 11a of the top plate portion 11 is collected in the water guide groove 15 and the water passage hole 16 according to the inclination thereof, and includes the rainwater or the like led from the water guide groove 15 to the water passage hole 16. 16 is taken into the flowing water channel 14, and the desired drainage is performed by the flowing water channel 14.

次に、図1,図2(A)及び図2(B)に示したブロック10の具体的な寸法例を、図3,図4,図5(A)及び図5(B)を参照して説明する。   Next, concrete dimension examples of the block 10 shown in FIG. 1, FIG. 2 (A) and FIG. 2 (B) will be described with reference to FIG. 3, FIG. 4, FIG. 5 (A) and FIG. I will explain.

図3に示すブロック10の長さL1は2000mm、各導水溝15の長さL2は50mm、各通水孔16の長さL3は600mm、頂版部11の幅W1は470mmである。   The length L1 of the block 10 shown in FIG. 3 is 2000 mm, the length L2 of each water guide groove 15 is 50 mm, the length L3 of each water passage 16 is 600 mm, and the width W1 of the top plate portion 11 is 470 mm.

図4に示左右側壁部12,12の幅W2は400mm、流水路14の幅W3は300mm、頂版部11の上面11aの傾斜角度θは約1度(2%勾配)、ブロック10の高さT1は435mm、流水路14の高さT2は300mm、頂版部11の中心部厚さt1は70mmである。   4, the width W2 of the left and right side wall portions 12 and 12 is 400 mm, the width W3 of the flowing water channel 14 is 300 mm, the inclination angle θ of the top surface 11a of the top plate portion 11 is about 1 degree (2% gradient), and the height of the block 10 The length T1 is 435 mm, the height T2 of the flowing water channel 14 is 300 mm, and the center thickness t1 of the top plate portion 11 is 70 mm.

図5(A)に示す各導水溝15の上端幅w11は12mm、下端幅w12は10mmであり、図5(B)に示す各通水孔16の上端幅w21は12mm、下端幅w22は25mmである。   The upper end width w11 of each water guide groove 15 shown in FIG. 5A is 12 mm and the lower end width w12 is 10 mm. The upper end width w21 of each water passage hole 16 shown in FIG. 5B is 12 mm, and the lower end width w22 is 25 mm. It is.

前記通水孔16の上端幅w21,長さL3及び縦断面形と、前記導水溝15の上端幅w11,長さL2及び縦断面形は任意に定められたものではなく、各々の寸法及び形状はそれそれ個別の設計思想に基づいて定められている。   The upper end width w21, length L3 and vertical cross-sectional shape of the water flow hole 16 and the upper end width w11, length L2 and vertical cross-sectional shape of the water guide groove 15 are not arbitrarily determined, and each size and shape Are determined based on individual design philosophy.

以下に、前記通水孔16の上端幅w21,長さL3及び縦断面形に係る設計思想と、前記導水溝15の上端幅w11,長さL2及び縦断面形に係る設計思想についてその作用効果を含めて順に説明する。   In the following, the effects of the design concept related to the upper end width w21, length L3 and longitudinal section of the water flow hole 16 and the design concept related to the upper end width w11, length L2 and longitudinal section of the water guide groove 15 will be described. Will be described in order.

[通水孔16の上端幅w21に係る設計思想]
通水孔16の上端幅w21の上限値は自転車や車椅子や乳母車等の乗り物に一般に使用されているタイヤ幅の最小値に基づいて定められ、また、通水孔16の上端幅w21の下限値は水路構築時に使用される逆T状のブロック吊り具の水平部の直径に基づいて定められている。
[Design concept related to the upper end width w21 of the water passage hole 16]
The upper limit value of the upper end width w21 of the water passage hole 16 is determined based on the minimum value of the tire width generally used for vehicles such as bicycles, wheelchairs and baby carriages, and the lower limit value of the upper end width w21 of the water passage hole 16 Is determined based on the diameter of the horizontal portion of the inverted T-shaped block suspension used when constructing the water channel.

前記乗り物に多用されているタイヤ幅は25〜45mmであるため、通水孔16の上端幅w21を25mmよりも大きくすると、タイヤ幅25mmのタイヤが走行時に通水孔16に嵌まり込む可能性が高い。この可能性を回避するにはタイヤ幅25mmのタイヤが通水孔16に完全に嵌まり込まず、且つ、一部が入った状態でも走行に支障を生じないようにする必要があり、タイヤが弾性材であることも考慮した上で、25mm×80%=20mmを通水孔16の上端幅w21の上限値としてある。   Since the tire width often used for the vehicle is 25 to 45 mm, if the upper end width w21 of the water passage hole 16 is larger than 25 mm, a tire having a tire width of 25 mm may be fitted into the water passage hole 16 during traveling. Is expensive. In order to avoid this possibility, it is necessary that the tire having a tire width of 25 mm is not completely fitted into the water passage hole 16 and that it does not interfere with running even when part of the tire is inserted. Considering that it is an elastic material, the upper limit value of the upper end width w <b> 21 of the water passage 16 is 25 mm × 80% = 20 mm.

また、前記ブロック吊り具の水平部の直径の限界設計は10mmであるため、通水孔16の上端幅w21を10mmよりも小さくすると、水平部を通水孔16に挿入することができなくなる。因みに、ブロック吊り具によるブロック10の吊り下げは、水平部を通水孔16を通じ流水路14内まで挿入して90度回転させた後にブロック吊り具を上昇させることによって行われ、該上昇時にあって90度回転させた後の水平部は流水路14の上面(頂版部11の下面)に係合した状態を維持する。前記の挿入を可能とするには、直径10mmの水平部が通水孔16に容易に挿入できるようにする必要があり、通水孔16の寸法公差も考慮した上で、10mm×120%=12mmを通水孔16の上端幅w21の下限値としてある。   Moreover, since the limit design of the diameter of the horizontal part of the block hanging tool is 10 mm, if the upper end width w21 of the water passage hole 16 is smaller than 10 mm, the horizontal part cannot be inserted into the water hole 16. Incidentally, the suspension of the block 10 by the block suspension is performed by raising the block suspension after inserting the horizontal portion through the water hole 16 into the flow channel 14 and rotating it 90 degrees. The horizontal portion after being rotated by 90 degrees maintains a state of being engaged with the upper surface of the flowing water channel 14 (the lower surface of the top plate portion 11). In order to enable the insertion, it is necessary to allow a horizontal portion having a diameter of 10 mm to be easily inserted into the water passage hole 16, and taking into account the dimensional tolerance of the water passage hole 16, 10 mm × 120% = The lower limit value of the upper end width w21 of the water passage 16 is 12 mm.

つまり、通水孔16の上端幅w21の好ましい範囲は12〜20mmとなる。上限値である20mmに関してはこれよりも小さい値であるほうが走行安全性を高めることができるので、通水孔16の役割である雨水等の取り込みに支障が生じない範囲、例えば、25mm×75%=18.75mm、或いは、25mm×70%=17.5mmを上限値としてもよい。   That is, the preferable range of the upper end width w21 of the water passage hole 16 is 12 to 20 mm. As the upper limit of 20 mm is smaller than this, the driving safety can be improved, and therefore, the range in which the rainwater or the like, which is the role of the water passage hole 16, does not hinder, for example, 25 mm × 75%. = 18.75 mm, or 25 mm × 70% = 17.5 mm may be set as the upper limit value.

依って、通水孔16の上端幅w21を12〜20mmの範囲内で定めれば、自転車や車椅子や乳母車等の乗り物がブロック10上を走行したときでも、該乗り物のタイヤが通水孔16に嵌まり込む可能性を回避することができ、前記ブロック10によって構築された水路上の走行安全性を向上させることができる。また、ブロック吊り具の水平部の通水孔16への挿入を支障なく行って、該ブロック吊り具によるブロック10の吊り下げ及び敷設作業を良好に行うことができる。   Therefore, if the upper end width w21 of the water passage hole 16 is set within a range of 12 to 20 mm, the tire of the vehicle can pass through the water passage hole 16 even when a vehicle such as a bicycle, a wheelchair or a baby carriage travels on the block 10. Can be avoided, and the traveling safety on the water channel constructed by the block 10 can be improved. Further, the block suspension can be inserted into the water passage hole 16 in the horizontal portion without hindrance, and the suspension and laying work of the block 10 by the block suspension can be performed satisfactorily.

[通水孔16の長さL3に係る設計思想]
先に述べたように、通水孔16の役割は雨水等の取り込みにあるため、頂版部11の上面11aに導かれた雨水等を効果的に取り込むためには長さL3を極力大きくして上端面積(L3×w21)を充分に確保する必要がある。
[Design concept related to length L3 of water passage 16]
As described above, since the role of the water passage hole 16 is to take in rainwater and the like, the length L3 is increased as much as possible in order to effectively take in rainwater and the like guided to the upper surface 11a of the top plate portion 11. Therefore, it is necessary to secure a sufficient upper end area (L3 × w21).

図1に示したブロック10にあっては計4個の導水溝15の間にそれぞれに計3個の通水孔16が設けられているが、4個の導水溝15の長さL2の加算値(4×L2)をブロック10の長さL1の8%未満とすると、頂版部11の強度が低下して通常範囲の荷重によって割れや欠損等を生じる恐れがある。また、4個の導水溝15の長さL2の加算値(4×L2)をブロック10の長さL1の19%よりも大きくすると、通水孔16の上端幅w21との関係において雨水等の取り込み性が低下してしまう。   In the block 10 shown in FIG. 1, a total of three water passage holes 16 are provided between each of the four water guide grooves 15, but the length L2 of the four water guide grooves 15 is added. If the value (4 × L2) is less than 8% of the length L1 of the block 10, the strength of the top plate portion 11 is lowered, and there is a risk of causing cracks, defects or the like due to the load in the normal range. Further, when the added value (4 × L2) of the length L2 of the four water guide grooves 15 is larger than 19% of the length L1 of the block 10, the rainwater or the like in relation to the upper end width w21 of the water passage hole 16 is obtained. Uptake will be reduced.

つまり、3個の通水孔16の長さL3の加算値(3×L3)の好ましい範囲はブロック10の長さL1の81〜92%となる。   That is, the preferable range of the added value (3 × L3) of the length L3 of the three water passage holes 16 is 81 to 92% of the length L1 of the block 10.

依って、3個の通水孔16の長さL3の加算値(3×L3)をブロック10の長さL1の81〜92%の範囲内で定めれば、通常範囲の荷重によって頂版部11に割れや欠損等を生じることを防止し、且つ、通水孔16による雨水等の取り込み性を向上させることができる。   Therefore, if the added value (3 × L3) of the length L3 of the three water passage holes 16 is determined within a range of 81 to 92% of the length L1 of the block 10, the top plate portion is caused by the load in the normal range. 11 can be prevented from being cracked or broken, and the ability to capture rainwater or the like through the water passage holes 16 can be improved.

[通水孔16の縦断面形に係る設計思想]
先に述べたように、通水孔16の役割は雨水等の取り込みにあるが、下端幅w22を上端幅w21と同じにするか、或いは、下端幅w22を上端幅w21よりも小さくすると、雨水等に混入している木片や木の葉や砂利等が通水孔16の途中に引っ掛かって目詰まりを生じる恐れがある。
[Design concept related to vertical cross-sectional shape of water passage hole 16]
As described above, the role of the water passage hole 16 is to take in rainwater or the like. However, if the lower end width w22 is the same as the upper end width w21 or if the lower end width w22 is smaller than the upper end width w21, rainwater There is a risk that clogging may occur due to a piece of wood, a leaf, gravel or the like mixed in the water passage 16 being caught in the middle of the water passage hole 16.

しかし、通水孔16の縦断面形を上端から下端に向かって幅寸法が徐々に大きくなる形状とすれば、前記の目詰まりが生じ難くなって所期の役割を効果的に発揮することができる。通水孔16の下端幅w22には特段の数値的な制限はないが、該下端幅w22を極力大きくすれば前記の目詰まりをより生じ難くすることができる。   However, if the longitudinal cross-sectional shape of the water passage 16 is a shape in which the width dimension gradually increases from the upper end to the lower end, the clogging is less likely to occur and the intended role can be effectively exhibited. it can. There is no particular numerical limitation on the lower end width w22 of the water passage hole 16. However, if the lower end width w22 is increased as much as possible, the clogging can be made more difficult to occur.

[導水溝15の上端幅w11に係る設計思想]
導水溝15の上端幅w11の上限値は20mmであり、その設計思想は通水孔16の上端幅w21の上限値で説明したものと同じである。また、導水溝15の上端幅w11の下限値には特段の制限はないが、導水溝15の上端幅w11が通水孔16の上端幅w21と異ならせると両者の間に段差ができて頂版部11の上面11aの美観も大きく低下するため、ここでは頂版部11の上面11aの美観を重視して導水溝15の上端幅w11を通水孔16の上端幅w21と一致させてある。
[Design concept related to the upper end width w11 of the water guide groove 15]
The upper limit value of the upper end width w11 of the water guide groove 15 is 20 mm, and the design concept thereof is the same as that described for the upper limit value of the upper end width w21 of the water passage hole 16. The lower limit value of the upper end width w11 of the water guide groove 15 is not particularly limited. However, if the upper end width w11 of the water guide groove 15 is different from the upper end width w21 of the water passage hole 16, a step is formed between them. Since the aesthetic appearance of the upper surface 11a of the plate portion 11 is also greatly reduced, the aesthetic appearance of the upper surface 11a of the top plate portion 11 is emphasized here, and the upper end width w11 of the water guide groove 15 is made to coincide with the upper end width w21 of the water hole 16. .

依って、導水溝15の上端幅w11を通水孔16の上端幅w21と同じ12〜20mmの範囲内で定めれば、自転車や車椅子や乳母車等の乗り物がブロック10上を走行したときでも、該乗り物のタイヤが導水溝15に嵌まり込む可能性を回避することができ、前記ブロック10によって構築された水路上の走行安全性を向上させることができる。また、導水溝15の上端幅w11を通水孔16の上端幅w21と一致させることにより、頂版部11の上面11aの美観を向上させることができる。   Therefore, if the upper end width w11 of the water guide groove 15 is set within the same range of 12 to 20 mm as the upper end width w21 of the water hole 16, even when a vehicle such as a bicycle, a wheelchair or a baby carriage travels on the block 10, The possibility that the vehicle tire fits into the water guide groove 15 can be avoided, and the running safety on the water channel constructed by the block 10 can be improved. Further, by making the upper end width w11 of the water guide groove 15 coincide with the upper end width w21 of the water hole 16, the appearance of the upper surface 11a of the top plate portion 11 can be improved.

[導水溝15の長さL2に係る設計思想]
導水溝15の長さL2に係る設計思想は、先に述べた通水孔16の長さL3に係る設計思想と相対的に同じであり、4個の導水溝15の長さL2の加算値(4×L2)の好ましい範囲はブロック10の長さL1の8〜19%となる。
[Design concept related to length L2 of water guide groove 15]
The design concept related to the length L2 of the water guide groove 15 is relatively the same as the design concept related to the length L3 of the water passage hole 16 described above, and the added value of the length L2 of the four water guide grooves 15 A preferable range of (4 × L2) is 8 to 19% of the length L1 of the block 10.

依って、4個の導水溝15の長さL2の加算値(4×L2)をブロック10の長さL1の8〜19%の範囲内で定めれば、通常範囲の荷重によって頂版部11に割れや欠損等を生じることを防止し、且つ、通水孔16による雨水等の取り込み性を向上させることができる。   Therefore, if the addition value (4 × L2) of the length L2 of the four water guide grooves 15 is determined within the range of 8 to 19% of the length L1 of the block 10, the top plate portion 11 is caused by the load in the normal range. It is possible to prevent the occurrence of cracks, defects, etc., and to improve the uptake of rainwater and the like through the water passage holes 16.

[導水溝15の縦断面形に係る設計思想]
先に述べたように、導水溝15の役割は雨水等を通水孔16に導くことにあるが、上端幅w11と下端幅w12を同じにすると導水溝15に入り込んだ雨水等が該導水溝15内に停滞する可能性がある。
[Design concept related to longitudinal section of water guide groove 15]
As described above, the role of the water guide groove 15 is to guide rainwater or the like to the water hole 16, but if the upper end width w11 and the lower end width w12 are the same, the rainwater or the like that has entered the water guide groove 15 is transferred to the water guide groove. 15 may stagnate.

しかし、導水溝15の縦断面形を上端から下端に向かって幅寸法が徐々に小さくなる形状とすると、導水溝15内での流動性が高まり該導水溝15に入り込んだ雨水等を効果的に通水孔16に導くことができる。   However, when the longitudinal cross-sectional shape of the water guide groove 15 is a shape in which the width dimension gradually decreases from the upper end to the lower end, the fluidity in the water guide groove 15 is increased, and rainwater and the like entering the water guide groove 15 is effectively removed. It can be led to the water passage hole 16.

尚、前述の実施形態では、頂版部11と左右側壁部12,12と底版部13によって囲まれた空間によって流水路14が構成されたものをブロック10として示したが、頂版部及び左右側壁部のみを有し底版部を有しない縦断面が逆U形のブロック等に本発明を適用しても前記同様の作用効果を得ることができる。   In the above-described embodiment, the flow channel 14 is configured as the block 10 by the space surrounded by the top plate portion 11, the left and right side wall portions 12, 12 and the bottom plate portion 13. Even if the present invention is applied to a block or the like having an inverted U-shaped longitudinal section and having only a side wall portion and no bottom plate portion, the same effect as described above can be obtained.

また、前述の実施形態では、頂版部11の上面11aとして縦断面がV形を成すものを示したが、頂版部の上面の縦断面として弓形を採用しても同様の集水能が得られる。勿論、頂版部の上面に集水能を付与しない場合には該上面は平坦であっても構わない。   In the above-described embodiment, the top surface 11a of the top plate portion 11 has a V-shaped vertical cross section, but the same water collecting ability can be obtained even if a bow shape is used as the vertical cross section of the top plate portion. can get. Of course, when the water collecting ability is not given to the upper surface of the top plate portion, the upper surface may be flat.

さらに、前述の実施形態では、頂版部の上面11aに計4個の導水溝15を有し、隣接する導水溝15の間それぞれに流水路14に至る計3個の通水孔16を有するものをブロック10として示したが、導水溝15の数をn個(nは2,3,5以上の整数)とし通水孔16の数をn−1個とする場合でも、先に述べた通水孔16の上端幅w21,長さL3及び縦断面形に係る設計思想と、導水溝15の上端幅w11,長さL2及び縦断面形に係る設計思想を採用すれば前記同様の作用効果を得ることができる。   Furthermore, in the above-described embodiment, a total of four water guide grooves 15 are provided on the top surface 11a of the top plate portion, and a total of three water flow holes 16 reaching the flow channel 14 are provided between the adjacent water guide grooves 15 respectively. Although the thing was shown as the block 10, even when the number of the water guide grooves 15 is n (n is an integer of 2, 3, 5 or more) and the number of the water passage holes 16 is n−1, it is described above. If the design concept relating to the upper end width w21, length L3 and longitudinal section of the water passage hole 16 and the design concept relating to the upper end width w11, length L2 and longitudinal section of the water guide groove 15 are adopted, the same effect as described above. Can be obtained.

さらに、前述の実施形態は、図3〜図5を引用してブロック10の具体的な寸法例を示したが、通水孔16の上端幅w21,長さL3及び縦断面形に係る各設計思想と導水溝15の上端幅w11,長さL2及び縦断面形に係る各設計思想を満足するものであれば、他の寸法(ブロック10の長さL1、頂版部11の幅W1、左右側壁部12,12の幅W2、流水路14の幅W3、頂版部11の上面11aの傾斜角度θ、ブロック10の高さT1、流水路14の高さT2、頂版部11の中心部厚さt1、各導水溝15の下端幅w12、各通水孔16の下端幅w22)は例示した数値以外の数値に変更しても前記同様の作用効果を得ることができる。   Furthermore, although the above-mentioned embodiment showed the specific example of the dimension of the block 10 with reference to FIGS. 3-5, each design which concerns on the upper end width w21 of the water flow hole 16, length L3, and a longitudinal cross-sectional shape. Other dimensions (the length L1 of the block 10, the width W1 of the top plate 11, the left and right sides of the top plate 11) as long as the idea and the design widths related to the upper end width w11, the length L2 and the longitudinal section are satisfied. The width W2 of the side walls 12 and 12, the width W3 of the flowing water channel 14, the inclination angle θ of the upper surface 11a of the top plate portion 11, the height T1 of the block 10, the height T2 of the flowing water channel 14, and the central portion of the top plate portion 11 Even if the thickness t1, the lower end width w12 of each water guide groove 15, and the lower end width w22 of each water passage hole 16 are changed to values other than the exemplified values, the same operational effects as described above can be obtained.

本発明の一実施形態を示す水路構築用ブロックの斜視図である。It is a perspective view of the block for waterway construction which shows one embodiment of the present invention. 図1に示したブロックを導水溝を含む平面で破断した縦断面図と、図1に示したブロックを通水孔を含む平面で破断した縦断面図である。It is the longitudinal cross-sectional view which fractured | ruptured the block shown in FIG. 1 by the plane containing a water conveyance groove | channel, and the longitudinal cross-sectional view fractured | ruptured by the plane containing a water passage hole shown in FIG. 図1に示したブロックの寸法線図である。FIG. 2 is a dimensional diagram of the block shown in FIG. 1. 図1に示したブロックの寸法線図である。FIG. 2 is a dimensional diagram of the block shown in FIG. 1. 図1に示したブロックの寸法線図である。FIG. 2 is a dimensional diagram of the block shown in FIG. 1.

符号の説明Explanation of symbols

10…ブロック、11…頂版部、11a…頂版部の上面、12…左右側壁部、13…底版部、14…流水路、15…導水溝、16…通水孔、L1…ブロックの長さ、L2…導水溝の長さ、L3…通水孔の長さ、W1…頂版部の幅、W2…左右側壁部の幅、W3…流水路の幅、T1…ブロックの高さ、T2…流水路の高さ、t1…頂版部の中心部厚さ、w11…導水溝の上端幅、w22…導水溝の下端幅、w21…通水孔の上端幅。   DESCRIPTION OF SYMBOLS 10 ... Block, 11 ... Top plate part, 11a ... Top surface of top plate part, 12 ... Left and right side wall part, 13 ... Bottom plate part, 14 ... Flow channel, 15 ... Water channel, 16 ... Water passage hole, L1 ... Length of block L2: length of water guide groove, L3: length of water passage hole, W1: width of top plate portion, W2: width of left and right side walls, W3: width of water channel, T1: height of block, T2 The height of the water channel, t1, the center thickness of the top plate, w11, the upper end width of the water guide groove, w22, the lower end width of the water guide groove, w21, the upper end width of the water passage hole.

Claims (3)

少なくとも頂版部及び左右側壁部を備え、流水路に至る少なくとも1つの通水孔を頂版部の上面に有する水路構築用ブロックであって、
前記通水孔の上端幅は12〜20mmの範囲内にある、
ことを特徴とする水路構築用ブロック。
A block for building a water channel comprising at least a top plate portion and left and right side wall portions, and having at least one water passage hole leading to a water channel on the upper surface of the top plate portion,
The upper end width of the water passage hole is in the range of 12 to 20 mm,
A block for waterway construction.
通水孔は上端から下端に向かって幅寸法が徐々に大きくなる縦断面形を有している、
ことを特徴とする請求項1に記載の水路構築用ブロック。
The water passage hole has a longitudinal sectional shape in which the width dimension gradually increases from the upper end toward the lower end.
The block for waterway construction according to claim 1 characterized by things.
頂版部の上面の前記通水孔の長さ方向両端には導水溝がそれぞれ存在し、
各導水溝の上端幅は通水孔の上端幅と一致し、且つ、各導水溝は上端から下端に向かって幅寸法が徐々に小さくなる縦断面形を有する、
ことを特徴とする請求項1または2に記載の水路構築用ブロック。
There are water guide grooves at both ends in the length direction of the water passage holes on the top surface of the top plate part,
The upper end width of each water guide groove coincides with the upper end width of the water passage hole, and each water guide groove has a longitudinal sectional shape in which the width dimension gradually decreases from the upper end to the lower end.
The block for waterway construction according to claim 1 or 2 characterized by things.
JP2005111843A 2005-04-08 2005-04-08 Block for constructing water channel Pending JP2006291527A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005111843A JP2006291527A (en) 2005-04-08 2005-04-08 Block for constructing water channel

Publications (1)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09302758A (en) * 1996-05-15 1997-11-25 Teruo Hatori Precast concrete closed gutter
JPH11190058A (en) * 1997-12-25 1999-07-13 Teruo Hatori Precast concrete culvert side ditch
JPH11247279A (en) * 1998-02-26 1999-09-14 Murakami Material Kk Drainage ditch cover
JP2002129643A (en) * 2000-10-23 2002-05-09 Makurazaki Concrete Kogyo Kk Drainage structure of road surface side-ditch

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09302758A (en) * 1996-05-15 1997-11-25 Teruo Hatori Precast concrete closed gutter
JPH11190058A (en) * 1997-12-25 1999-07-13 Teruo Hatori Precast concrete culvert side ditch
JPH11247279A (en) * 1998-02-26 1999-09-14 Murakami Material Kk Drainage ditch cover
JP2002129643A (en) * 2000-10-23 2002-05-09 Makurazaki Concrete Kogyo Kk Drainage structure of road surface side-ditch

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