Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP5106079B2 - Permeable groove member - Google Patents
[go: Go Back, main page]

JP5106079B2 - Permeable groove member - Google Patents

Permeable groove member Download PDF

Info

Publication number
JP5106079B2
JP5106079B2 JP2007322449A JP2007322449A JP5106079B2 JP 5106079 B2 JP5106079 B2 JP 5106079B2 JP 2007322449 A JP2007322449 A JP 2007322449A JP 2007322449 A JP2007322449 A JP 2007322449A JP 5106079 B2 JP5106079 B2 JP 5106079B2
Authority
JP
Japan
Prior art keywords
blocking
side wall
groove
wall portion
groove member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2007322449A
Other languages
Japanese (ja)
Other versions
JP2009144401A (en
Inventor
正和 小林
Original Assignee
カネソウ株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by カネソウ株式会社 filed Critical カネソウ株式会社
Priority to JP2007322449A priority Critical patent/JP5106079B2/en
Publication of JP2009144401A publication Critical patent/JP2009144401A/en
Application granted granted Critical
Publication of JP5106079B2 publication Critical patent/JP5106079B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Sewage (AREA)

Description

本発明は、雨水を周囲の地中に浸透させる排水用溝路を構成するために用いられる透水性溝路部材に関する。   The present invention relates to a water permeable groove member used to construct a drainage groove that allows rainwater to penetrate into the surrounding ground.

近年、都市部においては、車道や歩道は勿論のこと、建造物の周囲の敷地や駐車場に至るまで、その地表の大部分が非透水性のコンクリートやアスファルトによって舗装されている。このため、豪雨時には大量の雨水が排水用溝路を介して下水道に流入するが、下水道の許容流量を超えると道路が冠水したり、或いは下水道から河川に放出される大量の雨水によって河川の水位が上昇して氾濫し、周辺地域に洪水が発生するといった事態が生じている。   In recent years, most of the surface of urban areas is paved with impermeable concrete and asphalt, as well as roadways and sidewalks, as well as sites and parking lots around buildings. Therefore, during heavy rains, a large amount of rainwater flows into the sewer through the drainage channel. Has risen and flooded, and flooding has occurred in the surrounding area.

このような事態に対処する手段として、排水用溝路を構成する溝路部材に透水性を持たせて、排水用溝路内を流れる雨水の一部を地中に浸透させることにより、下水道に流入する雨水量を減少させるようにした透水性溝路部材が提案されている。かかる従来の透水性溝路部材は、コンクリート製のU字溝ブロックの底壁部や側壁部に排水孔を形成し、該排水孔にポーラスコンクリート等からなる透水性部材を充填して構成されている(例えば、特許文献1,2参照)。   As a means of coping with such a situation, by giving water permeability to the groove member that constitutes the drainage channel and allowing some of the rainwater flowing through the drainage channel to penetrate into the ground, There has been proposed a water permeable groove member that reduces the amount of rainwater that flows in. Such a conventional water permeable groove member is formed by forming a drain hole in the bottom wall or side wall of a concrete U-shaped groove block and filling the drain hole with a water permeable member made of porous concrete or the like. (For example, see Patent Documents 1 and 2).

また、他の透水性溝路部材としては、コンクリート製のU字溝ブロックの側壁部に多数の透水孔を穿設し、施工時の土砂による埋め戻しに際して、該透水孔から土砂が流入しないように、該透水孔より径大な単粒度砕石等の透水性材料を外側に配設して施工するようにした構成も知られている(特許文献3参照)。
実開平7−35588号公報 実開昭63−130573号公報 特開平7−252869号公報(段落番号[0017],図3)
In addition, as another water permeable groove member, a large number of water permeable holes are drilled in the side wall portion of the concrete U-shaped groove block so that the earth does not flow from the water permeable holes when backfilling with earth and sand during construction. In addition, a configuration is also known in which a water-permeable material such as single-grain crushed stone having a diameter larger than the water-permeable holes is disposed on the outside (see Patent Document 3).
Japanese Utility Model Publication No. 7-35588 Japanese Utility Model Publication No. 63-130573 Japanese Patent Laid-Open No. 7-252869 (paragraph number [0017], FIG. 3)

ところで、従来の透水性溝路部材にあっては、コンクリート製のU字溝ブロックを基材として構成されているため、相当の重量があり、運搬や施工時における取扱い性が悪く、さらに、標準サイズのみで供給されているため、施工現場によっては異なるサイズや形状のものが必要となっても、その需要に対応できないという問題点があった。   By the way, in the conventional water-permeable groove member, because it is configured with a U-shaped groove block made of concrete as a base material, there is considerable weight, handling property at the time of transportation and construction is poor, and standard Since it is supplied only in size, there is a problem that even if a different size or shape is required depending on the construction site, the demand cannot be met.

また、特許文献3のように、コンクリート製のU字溝ブロックの側壁部に多数の透水孔を穿設しただけのものにあっては、施工に際して、透水孔より径大な単粒度砕石等の透水性材料を別途必要とするため、施工コストが高くなるとともに、施工に手間が掛かるという問題点があった。   In addition, as in Patent Document 3, in the case where a large number of water permeable holes are drilled in the side wall portion of a concrete U-shaped groove block, a single-grain crushed stone having a diameter larger than that of the water permeable holes, etc. Since a water-permeable material is required separately, the construction cost is high and the construction is troublesome.

本発明は、かかる従来構成の問題点を解消するためになされたものであり、軽量で取扱い性に優れ、サイズや形状の変更が容易で、施工時の土砂による埋め戻し時においても単粒度砕石等の透水性材料を必要としない透水性溝路部材を提供することを目的とするものである。   The present invention has been made to solve the problems of the conventional configuration, and is lightweight, excellent in handleability, easy to change in size and shape, and single-grain crushed stone even during backfilling with earth and sand during construction. An object of the present invention is to provide a water permeable groove member that does not require a water permeable material such as the above.

本発明は、側壁部に複数の透水孔が形成された金属薄板からなる断面略U字状の溝路部材本体と、該溝路部材本体の側壁部の外面側に配設されて透水孔からの土砂の流入を遮断する遮断面部を備えた遮断壁部材と、該遮断壁部材の遮断面部と前記溝路部材本体の側壁部の外面との間に介在し、前記遮断壁部材の遮断面部を前記側壁部の外面側に適宜間隔で位置決めして、前記遮断面部と前記側壁部の外面との間に少なくとも上下方向に連続した排水間隙を生じさせるスペーサとを備えてなることを特徴とする透水性溝路部材である。   The present invention includes a groove member main body having a substantially U-shaped cross section made of a thin metal plate having a plurality of water permeable holes formed in a side wall portion, and an outer surface side of the side wall portion of the groove member main body. A blocking wall member having a blocking surface portion for blocking inflow of earth and sand, and the blocking wall member interposed between the blocking surface portion of the blocking wall member and the outer surface of the side wall portion of the groove member main body, A water permeation characterized by comprising a spacer that is positioned at an appropriate interval on the outer surface side of the side wall portion and that generates a drainage gap continuous at least in the vertical direction between the blocking surface portion and the outer surface of the side wall portion. It is a sex groove member.

ここで、金属薄板からなる断面略U字状の溝路部材本体は、長手方向に延在する底壁部と、該底壁部の左右側縁から上方に立ち上がる左右の側壁部とを備えて構成され、前記底壁部の幅方向の中間位置で左右に分割形成した分割溝路部材対を、その分割した底壁部の分割部端面を突き合わせた状態で離間不能に接合するとともに、開口幅を規定する複数の連結杆を介して左右の側壁部相互を接合したものが好適に用いられ得る。このように、溝路部材本体を金属薄板製とすることにより、従来のコンクリート製のものに比して極めて軽量となり、取扱い性に優れたものとなる。   Here, the groove member main body having a substantially U-shaped cross section made of a thin metal plate includes a bottom wall portion extending in the longitudinal direction and left and right side wall portions rising upward from left and right side edges of the bottom wall portion. The split groove member pair configured to be divided into left and right at an intermediate position in the width direction of the bottom wall portion is joined so as not to be separated in a state in which the split portion end faces of the divided bottom wall portion are abutted with each other, and the opening width A material in which the left and right side wall portions are joined to each other via a plurality of connecting rods defining Thus, by making a groove member main body into a metal thin plate, it becomes very lightweight compared with the thing made from the conventional concrete, and will become the thing excellent in the handleability.

また、前記分割溝路部材対を構成する各分割溝路部材は、ダイとパンチを用いた、金属薄板に対する曲げ加工によって形成し得るので、底壁部の深さ寸法および左右の側壁部間の上部の開口幅寸法を自由に設定でき、ユーザーの希望寸法に容易に対応することができる。   In addition, each of the divided groove members constituting the pair of divided groove members can be formed by bending a metal thin plate using a die and a punch, so that the depth dimension of the bottom wall portion and between the left and right side wall portions are The upper opening width dimension can be freely set, and the user's desired dimension can be easily accommodated.

また、前記スペーサは、遮断壁部材と一体形成したり、別体形成したものを遮断壁部材の裏面に或いは溝路部材本体の側壁部に取り付けたりすることにより、遮断壁部材と溝路部材本体の側壁部の外面との間に介在させることができる。   Further, the spacer is formed integrally with the blocking wall member, or is formed separately or attached to the rear surface of the blocking wall member or the side wall portion of the groove member main body, so that the blocking wall member and the groove member main body are attached. It can interpose between the outer surface of the side wall part of this.

上記透水性溝路部材にあって、遮断壁部材とスペーサとが、遮断壁部材の平板状の遮断面部を部分的に窪ませて裏面側にスペーサを突出させることにより、一体形成されている構成が提案される。   In the water permeable groove member, the blocking wall member and the spacer are integrally formed by partially denting the flat blocking surface portion of the blocking wall member and projecting the spacer to the back surface side. Is proposed.

ここで、遮断壁部材の素材には、硬質合成樹脂や金属薄板が適用され得る。そして、硬質合成樹脂の場合には射出成形により、また、金属薄板の場合にはプレス成形によって、平板状の遮断面部と裏面側に突出するスペーサとを一体形成することができる。   Here, a hard synthetic resin or a metal thin plate can be applied to the material of the blocking wall member. Then, in the case of a hard synthetic resin, a flat blocking surface portion and a spacer protruding to the back side can be integrally formed by injection molding, or in the case of a metal thin plate, by press molding.

また、遮断壁部材が、遮断面部の対向面に溝路部材本体の透水孔を透水可能に被覆する透水シートを備えている構成が提案される。   In addition, a configuration is proposed in which the blocking wall member includes a water-permeable sheet that covers the water-permeable holes of the groove member main body so that the water-permeable holes of the groove member main body can pass through the opposing surface of the blocking surface.

ここで、透水シートは、繊維シート等の多孔質薄葉シートが好適に適用され、遮断面部の対向面で各スペーサの先端部によって保持され得る。   Here, a porous thin leaf sheet such as a fiber sheet is suitably used as the water permeable sheet, and the water permeable sheet can be held by the front end portion of each spacer on the opposing surface of the blocking surface portion.

また、溝路部材本体が、側壁部の外面に固着された取付端縁と、該取付端縁から延成されて前記側壁部に対して遮断壁部材及びスペーサの厚み幅に相当する嵌挿間隙を存して垂設された、遮断壁部材の上部を保持する保持端縁とからなるホルダー部材を備えている構成が提案される。   The groove member main body is fixed to the outer surface of the side wall portion, and the insertion end gap extends from the mounting end edge and corresponds to the thickness of the barrier wall member and the spacer with respect to the side wall portion. The structure provided with the holder member which consists of the holding | maintenance edge which hold | maintains the upper part of the interruption | blocking wall member suspending in the presence of is proposed.

さらに、溝路部材本体の側壁部下部に、遮断壁部材の下端を支承する支承部材を備えている構成が提案される。   Furthermore, the structure which equips the side wall part lower part of a groove member main body with the supporting member which supports the lower end of a blocking wall member is proposed.

本発明にかかる透水性溝路部材は、上述したように、側壁部に複数の透水孔が形成された金属薄板からなる断面略U字状の溝路部材本体と、該溝路部材本体の側壁部の外面側に配設されて透水孔からの土砂の流入を遮断する遮断面部を備えた遮断壁部材と、該遮断壁部材の遮断面部と前記溝路部材本体の側壁部の外面との間に介在し、前記遮断壁部材の遮断面部を前記側壁部の外面側に適宜間隔で位置決めして、前記遮断面部と前記側壁部の外面との間に少なくとも上下方向に連続した排水間隙を生じさせるスペーサとを備えていることにより、この透水性溝路部材を用いて排水用溝路を構成すると、該排水用溝路内を流れる雨水の一部が、溝路部材本体の側壁部の透水孔から排水間隙を経て外部に排出され、その排出された雨水を地中に浸透させることができる。そして、溝路部材本体が金属薄板製であることにより、コンクリート製に比して軽量で運搬や施工時における優れた取扱い性を得ることができ、また、サイズや形状の変更が容易であるため、ユーザーの希望寸法に容易に対応することができる。さらに、溝路部材本体の側壁部の外面側にスペーサを介して適宜間隔で位置決めされた遮断面部を備えていることにより、施工時の土砂による埋め戻しに際して、溝路部材本体の側壁部の透水孔から前記土砂が流入することがない。これにより、従来構成のように単粒度砕石等の透水性材料を必要としないため、施工コストが高くならず、かつ施工に手間が掛かることもない。   As described above, the water permeable groove member according to the present invention includes a substantially U-shaped groove member main body made of a thin metal plate having a plurality of water permeable holes formed in the side wall portion, and the side wall of the groove member main body. A blocking wall member having a blocking surface portion disposed on the outer surface side of the block and blocking the inflow of earth and sand from the water-permeable hole, and between the blocking surface portion of the blocking wall member and the outer surface of the side wall portion of the groove member body The blocking surface portion of the blocking wall member is positioned at an appropriate interval on the outer surface side of the side wall portion, and a drainage gap continuous at least in the vertical direction is generated between the blocking surface portion and the outer surface of the side wall portion. When the drainage groove is constituted by using the water permeable groove member by providing the spacer, a part of the rainwater flowing in the drainage groove is permeable in the side wall portion of the groove member body. Is discharged outside through the drainage gap, and the discharged rainwater is immersed in the ground. It can be. And since the groove member body is made of a thin metal plate, it is lighter than concrete and can be easily handled and transported and constructed, and the size and shape can be easily changed. Therefore, it can easily correspond to the user's desired dimensions. Further, by providing a blocking surface portion positioned at an appropriate interval via a spacer on the outer surface side of the side wall portion of the groove member body, water permeability of the side wall portion of the groove member body is obtained when backfilling with earth and sand during construction. The earth and sand do not flow from the hole. Thereby, since a water-permeable material such as single-grain crushed stone is not required as in the conventional configuration, the construction cost does not increase and the construction does not take time.

また、上記透水性溝路部材にあって、遮断壁部材とスペーサとが、遮断壁部材の平板状の遮断面部を部分的に窪ませて裏面側にスペーサを突出させることにより、一体形成されている構成にあっては、遮断壁部材とスペーサの一体化により、構造が簡単となり、部材点数を減少し得るとともに、簡単かつ安価に製作することができる。   Further, in the water permeable groove member, the blocking wall member and the spacer are integrally formed by partially denting the flat blocking surface portion of the blocking wall member and projecting the spacer to the back surface side. In the configuration, the structure is simplified by integrating the blocking wall member and the spacer, the number of members can be reduced, and it can be manufactured easily and inexpensively.

また、遮断壁部材が、遮断面部の対向面に溝路部材本体の透水孔を透水可能に被覆する透水シートを備えている構成にあっては、施工時の土砂による埋め戻しに際して、溝路部材本体の透水孔からの前記土砂の流入をさらに確実に防止することができる。   Further, when the barrier wall member is provided with a water-permeable sheet that covers the water-permeable holes of the groove member main body so that the water-permeable holes of the groove member main body can be passed through the opposing surface of the barrier surface portion, The inflow of the earth and sand from the water-permeable hole of the main body can be further reliably prevented.

また、溝路部材本体が、側壁部の外面に固着された取付端縁と、該取付端縁から延成されて前記側壁部に対して遮断壁部材及びスペーサの厚み幅に相当する嵌挿間隙を存して垂設された、遮断壁部材の上部を保持する保持端縁とからなるホルダー部材を備えている構成にあっては、該ホルダー部材の保持端縁によって形成される嵌挿間隙内に遮断壁部材の上部を嵌挿することにより、該遮断壁部材の上部を簡単に保持させることができ、これによって溝路部材本体に対する遮断壁部材の上部の固定を簡単に行うことができる。   The groove member main body is fixed to the outer surface of the side wall portion, and the insertion end gap extends from the mounting end edge and corresponds to the thickness of the barrier wall member and the spacer with respect to the side wall portion. In a configuration provided with a holder member that is provided with a holding end edge that holds the upper part of the blocking wall member, the inside of the insertion gap formed by the holding end edge of the holder member By inserting the upper part of the blocking wall member into the upper part, the upper part of the blocking wall member can be easily held, whereby the upper part of the blocking wall member can be easily fixed to the groove member main body.

また、溝路部材本体の側壁部下部に、遮断壁部材の下端を支承する支承部材を備えている構成にあっては、該支承部材によって遮断壁部材を所定高さ位置に保持することができ、運搬や施工時において遮断壁部材が下方に脱落することがない。   Further, in the configuration in which the support member for supporting the lower end of the blocking wall member is provided at the lower portion of the side wall of the groove member main body, the blocking wall member can be held at a predetermined height position by the support member. The barrier member does not fall down during transportation or construction.

以下に、本発明にかかる透水性溝路部材1の一実施例を、図1〜図6に基づいて説明する。
透水性溝路部材1を構成する溝路部材本体2は、図1,図2に示すように、断面略U字状を呈する金属薄板からなり、その左右の側壁部3,3には長手方向に所定間隔を置いて複数の透水孔4が形成されている。各透水孔4は、左右の側壁部3,3の下方寄り中段高さ位置から底壁部5に至る縦長の長孔として形成されており、このように、上下方向の長孔とすることによって、該長孔の高さ範囲内においては内部を流れる雨水の水位に応じて排水量を円滑に増減し得るようになっている。尚、各透水孔4を円形或いは角形にして上下方向に列設することも可能である。
Below, one Example of the water-permeable groove member 1 concerning this invention is described based on FIGS.
As shown in FIGS. 1 and 2, the groove member main body 2 constituting the water permeable groove member 1 is made of a thin metal plate having a substantially U-shaped cross section. A plurality of water permeable holes 4 are formed at predetermined intervals. Each water-permeable hole 4 is formed as a vertically long slot extending from the middle height position closer to the lower side of the left and right side wall parts 3, 3 to the bottom wall part 5. In the height range of the long hole, the amount of drainage can be smoothly increased or decreased in accordance with the level of rainwater flowing inside. In addition, it is also possible to form each water-permeable hole 4 circularly or squarely, and to line up and down.

前記溝路部材本体2は、厚さ1.5〜6.0mm程度のステンレスまたはスチールの金属薄板が素材に用いられており、開口幅寸法W(図3参照)が10〜100mm程度、深さ寸法Hが200〜500mm程度で形成される。また、全体の長さ寸法は1000mm,2000mm等のように1000mm単位の定尺寸法で形成される。   The groove member body 2 is made of a stainless steel or steel thin plate having a thickness of about 1.5 to 6.0 mm, the opening width dimension W (see FIG. 3) is about 10 to 100 mm, and the depth dimension H is about 100 mm. It is formed with about 200-500mm. Further, the overall length is formed with a standard size of 1000 mm, such as 1000 mm, 2000 mm, and the like.

ここで、前記溝路部材本体2は、図1,図3に示すように、長手方向に延在する底壁部5と、該底壁部5の左右側縁から上方に立ち上がる左右の側壁部3,3とを備えており、前記底壁部5の幅方向の中間位置で左右に分割形成された分割溝路部材対6(図3(B)参照)が、図3(A)に示すように、その分割された底壁部5’5’の分割部端面7,7相互が突き合わされた状態で溶接により離間不能に接合されるとともに、左右の側壁部3,3と、該側壁部3,3の開口幅を規定する複数の連結杆8の両端部とが溶接により接合されている。   Here, as shown in FIGS. 1 and 3, the groove member main body 2 includes a bottom wall portion 5 extending in the longitudinal direction and left and right side wall portions rising upward from left and right side edges of the bottom wall portion 5. 3 and 3, and a split groove member pair 6 (see FIG. 3B) that is divided into left and right at an intermediate position in the width direction of the bottom wall portion 5 is shown in FIG. As described above, the divided end face surfaces 7 and 7 of the divided bottom wall portion 5′5 ′ are joined to each other so as not to be separated by welding, and the left and right side wall portions 3 and 3, and the side wall portions Both ends of the plurality of connecting rods 8 defining the opening widths 3 and 3 are joined by welding.

図4は、前記分割溝路部材対6(図3(B)参照)を構成する各分割溝路部材9の素材となる金属薄板10を示し、ブレーキプレスによって折り曲げられる仮想折り曲げ線11の一側に底壁部5’となる底壁片部12を備え、仮想折り曲げ線11の他側に側壁部3となる側壁片部13を備えている。即ち、この金属薄板10の横幅は、成形する分割溝路部材9の底壁部5’の横幅寸法と側壁部3の高さ寸法とを合わせた所定寸法に切断加工されている。また、この金属薄板10の所定位置には、連結杆8(図3(A)参照)の端部を嵌入し得る複数の嵌挿孔14と、上述した複数の透水孔4とが打ち抜き加工またはレーザー加工によって夫々形成されている。   FIG. 4 shows a thin metal plate 10 as a material of each divided groove member 9 constituting the divided groove member pair 6 (see FIG. 3B), and one side of a virtual fold line 11 bent by a brake press. Are provided with a bottom wall piece portion 12 serving as a bottom wall portion 5 ′, and a side wall piece portion 13 serving as a side wall portion 3 on the other side of the virtual folding line 11. That is, the horizontal width of the thin metal plate 10 is cut into a predetermined dimension that combines the horizontal width dimension of the bottom wall portion 5 ′ and the height dimension of the side wall portion 3 of the divided groove member 9 to be formed. Further, a plurality of fitting insertion holes 14 into which the end portions of the connecting rods 8 (see FIG. 3A) and the plurality of water permeable holes 4 described above are punched or formed at predetermined positions of the thin metal plate 10. Each is formed by laser processing.

そして、前記金属薄板10を、図5(A)に示すように、ブレーキプレス(図示省略)にセットされたダイ15上に載置して仮想折り曲げ線11をダイ15に形成された直角のV形溝16上に位置させ、このV形溝16に一致する形状の突き曲げ端を備えたパンチ17で金属薄板10を曲げ加工する。これにより、図5(B)に示すように、金属薄板10が仮想折り曲げ線11で直角に折曲され、底壁部5’と側壁部3とが直角をなすように折曲された分割溝路部材9が成形される。   Then, as shown in FIG. 5A, the metal thin plate 10 is placed on a die 15 set in a brake press (not shown), and a virtual folding line 11 is formed on the die 15 at a right angle V. The thin metal plate 10 is bent by a punch 17 that is positioned on the shaped groove 16 and has a bent end having a shape matching the V-shaped groove 16. Thereby, as shown in FIG. 5 (B), the metal thin plate 10 is bent at a right angle along the virtual fold line 11, and the divided groove is bent so that the bottom wall portion 5 'and the side wall portion 3 form a right angle. The road member 9 is formed.

このように成形された分割溝路部材9を一対に用いて、図3(A)に示すように、底壁部5’5’の分割部端面7,7を突き合わせた状態で対向配置し、該分割部端面7,7相互を溶接により離間不能に接合するとともに、複数の連結杆8の両端部を左右の側壁部3,3の嵌挿孔14,14に嵌入した状態で、各連結杆8の両端部と該両端部に当接する嵌挿孔14,14の孔縁とを溶接により接合することにより、左右の側壁部3,3間の上部の開口幅寸法Wが上端から底壁部5までの深さ寸法Hに比して小さい断面略U字状の金属薄板からなる溝路部材本体2を得ることができる。   Using a pair of divided groove members 9 formed in this way, as shown in FIG. 3 (A), opposingly arranged in a state where the divided portion end faces 7 and 7 of the bottom wall portion 5′5 ′ are abutted, While connecting the end surfaces 7 and 7 of the divided portions so as not to be separated from each other by welding, the connecting rods 8 are inserted into the fitting insertion holes 14 and 14 of the left and right side wall portions 3 and 3, respectively. 8 and the edge of the insertion holes 14 and 14 in contact with the two end portions are joined together by welding so that the upper opening width dimension W between the left and right side wall portions 3 and 3 is changed from the upper end to the bottom wall portion. A groove member main body 2 made of a thin metal plate having a substantially U-shaped cross section that is smaller than the depth dimension H up to 5 can be obtained.

尚、左右の側壁部3,3の上部開口を溝蓋18(図2参照)によって遮蔽する場合には、左右の側壁部3,3を連結する複数の連結杆8を、該溝蓋18を支承する蓋受け杆とすることができ、この場合には、溝蓋18の上面と左右の側壁部3,3の上端面とが略面一となる高さ位置に連結杆8が配設される。   When the upper openings of the left and right side wall portions 3 and 3 are shielded by the groove lid 18 (see FIG. 2), a plurality of connecting rods 8 that connect the left and right side wall portions 3 and 3 are connected to the groove lid 18. In this case, the connecting rod 8 is disposed at a height where the upper surface of the groove lid 18 and the upper end surfaces of the left and right side wall portions 3 and 3 are substantially flush with each other. The

このように、溝路部材本体2を金属薄板製とすることにより、従来のコンクリート製のものに比して極めて軽量となり、取扱い性に優れたものとなる。また、分割溝路部材対6を構成する各分割溝路部材9は、ダイ15とパンチ17を用いた、金属薄板10に対する曲げ加工によって形成し得るので、底壁部5の深さ寸法Hおよび左右の側壁部3,3間の上部の開口幅寸法Wを自由に設定でき、ユーザーの希望寸法に容易に対応することができる。   Thus, by making the groove member main body 2 made of a metal thin plate, it becomes extremely lighter than a conventional concrete product and is excellent in handleability. Further, each divided groove member 9 constituting the divided groove member pair 6 can be formed by bending the thin metal plate 10 using the die 15 and the punch 17, so that the depth dimension H of the bottom wall portion 5 and The upper opening width dimension W between the left and right side wall parts 3 and 3 can be freely set, and can easily correspond to the user's desired dimension.

前記溝路部材本体2の左右の側壁部3,3の外面側には、図1,図2に示すように、遮断壁部材19,19が夫々配設されている。各遮断壁部材19は側壁部3の透水孔4を覆う平板状の遮断面部20を備えており、該遮断面部20によって左右の側壁部3,3に形成された透水孔4からの土砂の流入を遮断し得るようになっている。各遮断壁部材19は、遮断面部20と溝路部材本体2の側壁部3の外面との間に介在させたスペーサ21によって遮断面部20が側壁部3の外面側に適宜間隔で位置決めされており、また、該スペーサ21によって遮断面部20と側壁部3の外面との間に少なくとも上下方向に連続した排水間隙22を生じさせるようにしている。   As shown in FIGS. 1 and 2, blocking wall members 19, 19 are disposed on the outer surface sides of the left and right side wall portions 3, 3 of the groove member main body 2. Each blocking wall member 19 includes a flat blocking surface portion 20 that covers the water permeable holes 4 of the side wall portions 3, and inflow of earth and sand from the water permeable holes 4 formed in the left and right side wall portions 3, 3 by the blocking surface portions 20. Can be cut off. Each blocking wall member 19 is positioned at an appropriate interval on the outer surface side of the side wall portion 3 by a spacer 21 interposed between the blocking surface portion 20 and the outer surface of the side wall portion 3 of the groove member body 2. In addition, the spacer 21 generates a drainage gap 22 continuous at least in the vertical direction between the blocking surface portion 20 and the outer surface of the side wall portion 3.

前記遮断壁部材19とスペーサ21は、平板状の遮断面部20を部分的に窪ませて裏面側に複数のスペーサ21を突出させることにより、一体形成されている。ここで、スペーサ21は、截頭円錐形や断面コ字形,断面半円形等の所要形状に形成され得る。遮断壁部材19とスペーサ21は、ポリエチレン等の硬質合成樹脂やステンレス,スチール等の金属薄板が素材に用いられている。従って、硬質合成樹脂の場合には射出成形により、また、金属薄板の場合にはプレス成形によって、平板状の遮断面部20と裏面側に突出する複数のスペーサ21とを一体形成することができる。このように、遮断壁部材19とスペーサ21とを一体化することにより、構造が簡単となり、部材点数を減少し得るとともに、組み付け作業が不要であるため、簡単かつ安価に製作することができる。尚、スペーサ21は、このように遮断壁部材19と一体形成することなく、別体形成したものを遮断壁部材19の裏面に、或いは溝路部材本体2の側壁部3の外面に取り付けることにより、遮断面部20と溝路部材本体2の側壁部3の外面との間に介在させることもできる。   The blocking wall member 19 and the spacer 21 are integrally formed by partially denting a flat blocking surface portion 20 and projecting a plurality of spacers 21 on the back surface side. Here, the spacer 21 may be formed in a required shape such as a frustoconical shape, a U-shaped cross section, or a semicircular cross section. The barrier wall member 19 and the spacer 21 are made of a hard synthetic resin such as polyethylene or a metal thin plate such as stainless steel or steel. Therefore, the flat blocking surface portion 20 and the plurality of spacers 21 protruding to the back surface can be integrally formed by injection molding in the case of a hard synthetic resin or by press molding in the case of a thin metal plate. Thus, by integrating the blocking wall member 19 and the spacer 21, the structure becomes simple, the number of members can be reduced, and the assembly work is not required, so that it can be manufactured easily and inexpensively. The spacer 21 is not integrally formed with the blocking wall member 19 as described above, but is attached separately to the back surface of the blocking wall member 19 or to the outer surface of the side wall portion 3 of the groove member body 2. Further, it can be interposed between the blocking surface portion 20 and the outer surface of the side wall portion 3 of the groove member main body 2.

前記遮断壁部材19は、遮断面部20の対向面に溝路部材本体2の透水孔4を透水可能に被覆する透水シート23を備えている。この透水シート23は、遮断面部20と略同一の大きさに形成された繊維シート等の多孔質薄葉シートからなり、各スペーサ21の先端部に溶着または接着を介して一体化されている。尚、該透水シート23は必ずしも必要なものではなく、除去することも可能であるが、このように、遮断面部20の対向面に透水孔4を被覆する透水シート23を設けることにより、施工時の土砂による埋め戻しに際して、透水孔4からの土砂の流入をさらに確実に防止することができる。   The blocking wall member 19 includes a water permeable sheet 23 that covers the water permeable holes 4 of the groove member main body 2 on the opposite surface of the blocking surface portion 20 so as to allow water to pass therethrough. The water permeable sheet 23 is composed of a porous thin leaf sheet such as a fiber sheet formed to be approximately the same size as the blocking surface portion 20, and is integrated with the distal end portion of each spacer 21 through welding or adhesion. The water-permeable sheet 23 is not necessarily required and can be removed. In this way, by providing the water-permeable sheet 23 that covers the water-permeable holes 4 on the opposing surface of the blocking surface portion 20, When backfilling with earth and sand, the inflow of earth and sand from the water permeable holes 4 can be more reliably prevented.

また、溝路部材本体2の側壁部3,3には、左右の遮断壁部材19,19の上部を夫々保持するホルダー部材24,24が夫々配設されている。各ホルダー部材24は、帯板状金属薄板に対する折曲加工により、上部に取付端縁25を備え、下部に保持端縁26を備えてなる断面クランク形に形成されており、前記取付端縁25を側壁部3の外面に固着することによって、上部の取付端縁25から延成された下部の保持端縁26を側壁部3に対して遮断壁部材19及びスペーサ21の厚み幅に相当する嵌挿間隙27を存して垂設させて、該保持端縁26によって遮断壁部材19の上部を保持し得るようになっている。   In addition, holder members 24 and 24 for holding upper portions of the left and right blocking wall members 19 and 19 are disposed on the side wall portions 3 and 3 of the groove member main body 2, respectively. Each holder member 24 is formed in a cross-sectional crank shape having a mounting edge 25 at the upper portion and a holding edge 26 at the lower portion by bending the strip-shaped metal thin plate. Is fixed to the outer surface of the side wall 3 so that the lower holding edge 26 extended from the upper mounting edge 25 is fitted to the side wall 3 corresponding to the thickness width of the blocking wall member 19 and the spacer 21. The upper part of the blocking wall member 19 can be held by the holding edge 26 by being suspended with the insertion gap 27 interposed therebetween.

さらに、溝路部材本体2の側壁部3,3の下部には、遮断壁部材19,19の下端を支承する複数の支承部材28が配設されている。各支承部材28は、帯板状金属板からなり、側壁部3,3から左右両側に突出する状態で溝路部材本体2の底壁部5の下面に所定間隔で固着されている。そして、この支承部材28上に遮断壁部材19,19を乗載して、その下端を支承させることにより、該遮断壁部材19,19を所定高さ位置に保持することができ、前記ホルダー部材24,24による遮断壁部材19,19の上部の保持作用と相俟って運搬や施工時における遮断壁部材19,19の脱落を防止し得るようになっている。尚、支承部材28を、図1,図2に示すように、側壁部3,3から左右両側に所定長さ突出させることにより、アンカーとしても機能するものとなる。   Further, a plurality of support members 28 that support the lower ends of the blocking wall members 19 and 19 are disposed below the side wall portions 3 and 3 of the groove member main body 2. Each support member 28 is made of a band-like metal plate, and is fixed to the lower surface of the bottom wall portion 5 of the groove member main body 2 at a predetermined interval in a state of protruding from the side wall portions 3 and 3 to the left and right sides. Then, by mounting the blocking wall members 19 and 19 on the support member 28 and supporting the lower ends thereof, the blocking wall members 19 and 19 can be held at a predetermined height position. In combination with the holding action of the upper portions of the barrier wall members 19 and 19 by 24 and 24, the barrier wall members 19 and 19 can be prevented from falling off during transportation and construction. As shown in FIGS. 1 and 2, the support member 28 functions as an anchor by protruding from the side wall portions 3 and 3 to the left and right sides by a predetermined length.

図6は、かかる構成からなる透水性溝路部材1の施工状態を示す。ここで、該透水性溝路部材1の施工は、地面に掘った溝内に透水性溝路部材1を直列状に列設した後、該透水性溝路部材1の周囲に土砂を埋め戻すことにより行われる。この土砂の埋め戻しに際して、溝路部材本体2の側壁部3,3の外面側に遮断壁部材19,19が配設されていることにより、該遮断壁部材19,19の遮断面部20,20によって埋め戻しの土砂を遮断することができ、該土砂が側壁部3,3の各透水孔4から溝路部材本体2内に流入することが防止される。また、遮断壁部材19,19の遮断面部20,20と溝路部材本体2の側壁部3,3の外面との間に介在させたスペーサ21によって、遮断面部20,20と側壁部3,3の外面との間に上下方向に連続した排水間隙22,22が設けられていることにより、施工後においては、透水性溝路部材1を列設して構成された排水用溝路内を流れる雨水の一部が、溝路部材本体2の側壁部3,3の各透水孔4から排水間隙22,22を経て外部に排出され、その排出された雨水が地中に浸透することとなる。   FIG. 6 shows a construction state of the water permeable groove member 1 having such a configuration. Here, the construction of the water permeable groove member 1 is that the water permeable groove member 1 is arranged in series in the groove dug in the ground, and then the earth and sand are buried around the water permeable groove member 1. Is done. When the earth and sand are backfilled, the blocking wall members 19 and 19 are disposed on the outer surface side of the side wall portions 3 and 3 of the groove member main body 2, so that the blocking surface portions 20 and 20 of the blocking wall members 19 and 19 are disposed. Thus, the backfilled earth and sand can be blocked, and the earth and sand are prevented from flowing into the groove member main body 2 from the water permeable holes 4 of the side wall portions 3 and 3. Further, the blocking surface portions 20 and 20 and the side wall portions 3 and 3 are provided by a spacer 21 interposed between the blocking surface portions 20 and 20 of the blocking wall members 19 and 19 and the outer surface of the side wall portions 3 and 3 of the groove member main body 2. The drainage gaps 22 and 22 that are continuous in the vertical direction are provided between the outer surface and the outer surface of the drainage, and after the construction, the drainage grooves 1 are arranged to flow in the drainage groove. A part of the rainwater is discharged to the outside through the drainage gaps 22 and 22 from the water permeable holes 4 of the side wall portions 3 and 3 of the groove member main body 2, and the discharged rainwater penetrates into the ground.

このように、本発明によれば、排水用溝路内を流れる雨水の一部を、溝路部材本体2の側壁部3,3の各透水孔4から排水間隙22,22を経て外部に排出させ、その排出した雨水を地中に浸透させることができる。そして、溝路部材本体2が金属薄板製であることにより、従来のコンクリート製に比して軽量となり、運搬や施工時における優れた取扱い性を得ることができ、また、サイズや形状の変更が容易であるため、ユーザーの希望寸法に容易に対応することができる。さらに、溝路部材本体2の側壁部3,3の外面側にスペーサ21を介して適宜間隔で位置決めされた遮断面部20,20を備えていることにより、施工時の土砂による埋め戻しに際して、溝路部材本体2の側壁部3,3の透水孔4から前記土砂が流入することがない。これにより、従来構成のように単粒度砕石等の透水性材料を必要としないため、施工コストが高くならず、かつ施工に手間が掛かることもない。   As described above, according to the present invention, part of the rainwater flowing in the drainage channel is discharged to the outside through the drainage gaps 22 and 22 from the water permeable holes 4 of the side wall portions 3 and 3 of the channel member body 2. The drained rainwater can penetrate into the ground. And since the groove member main body 2 is made of a thin metal plate, it is lighter than conventional concrete, can be obtained with excellent handling properties during transportation and construction, and can be changed in size and shape. Since it is easy, it can respond easily to a user's desired dimension. Further, by providing the blocking surface portions 20 and 20 positioned at appropriate intervals via the spacers 21 on the outer surface side of the side wall portions 3 and 3 of the groove member body 2, the groove member can be refilled with earth and sand during construction. The earth and sand do not flow from the water-permeable holes 4 in the side wall portions 3 and 3 of the road member body 2. Thereby, since a water-permeable material such as single-grain crushed stone is not required as in the conventional configuration, the construction cost does not increase and the construction does not take time.

本発明にかかる透水性溝路部材1の、一方の遮断壁部材19を切欠した状態の外観斜視図である。1 is an external perspective view of a water permeable groove member 1 according to the present invention in a state where one blocking wall member 19 is cut away. FIG. 同上の透水性溝路部材1の側断面図である。It is a sectional side view of the water-permeable groove member 1 same as the above. (A)は溝路部材本体2の側断面図、(B)は該溝路部材本体2を構成する分割溝路部材対6の側断面図である。(A) is a sectional side view of the groove member main body 2, and (B) is a sectional side view of the divided groove member pair 6 constituting the groove member main body 2. 分割溝路部材9の素材となる金属薄板10の平面図である。FIG. 3 is a plan view of a thin metal plate 10 that is a material of a divided groove member 9. 金属薄板10の曲げ加工を示す説明図である。It is explanatory drawing which shows the bending process of the metal thin plate. 透水性溝路部材1の施工状態を示す側断面図である。It is a sectional side view which shows the construction state of the water-permeable groove member 1. FIG.

符号の説明Explanation of symbols

1 透水性溝路部材
2 溝路部材本体
3 側壁部
4 透水孔
19 遮断壁部材
20 遮断面部
21 スペーサ
22 排水間隙
23 透水シート
24 ホルダー部材
25 取付端縁
26 保持端縁
27 嵌挿間隙
28 支承部材
DESCRIPTION OF SYMBOLS 1 Water-permeable groove member 2 Groove member main body 3 Side wall part 4 Water-permeable hole 19 Blocking wall member 20 Blocking surface part 21 Spacer 22 Drainage gap 23 Water-permeable sheet 24 Holder member 25 Attachment edge 26 Holding edge 27 Insertion gap 28 Support member

Claims (4)

側壁部に複数の透水孔が形成された金属薄板からなる断面略U字状の溝路部材本体と、
該溝路部材本体の側壁部の外面側に配設されて透水孔からの土砂の流入を遮断する遮断面部を備えた遮断壁部材と、
該遮断壁部材の遮断面部と前記溝路部材本体の側壁部の外面との間に介在し、前記遮断壁部材の遮断面部を前記側壁部の外面側に適宜間隔で位置決めして、前記遮断面部と前記側壁部の外面との間に少なくとも上下方向に連続した排水間隙を生じさせるスペーサと
を備えてなり、
遮断壁部材とスペーサとが、遮断壁部材の平板状の遮断面部を部分的に窪ませて裏面側にスペーサを突出させることにより、一体形成されているものであることを特徴とする透水性溝路部材。
A groove member main body having a substantially U-shaped cross section made of a thin metal plate having a plurality of water permeable holes formed in the side wall portion,
A blocking wall member provided with a blocking surface portion disposed on the outer surface side of the side wall portion of the groove member main body and blocking inflow of earth and sand from the water permeable holes;
The blocking surface portion is interposed between the blocking surface portion of the blocking wall member and the outer surface of the side wall portion of the groove member body, and the blocking surface portion of the blocking wall member is positioned at an appropriate interval on the outer surface side of the side wall portion. And a spacer that creates a continuous drainage gap in at least the vertical direction between the outer surface of the side wall portion and
With
The water-permeable groove characterized in that the blocking wall member and the spacer are formed integrally by partially denting a flat blocking surface portion of the blocking wall member and projecting the spacer on the back surface side. Road member.
側壁部に複数の透水孔が形成された金属薄板からなる断面略U字状の溝路部材本体と、
該溝路部材本体の側壁部の外面側に配設されて透水孔からの土砂の流入を遮断する遮断面部を備えた遮断壁部材と、
該遮断壁部材の遮断面部と前記溝路部材本体の側壁部の外面との間に介在し、前記遮断壁部材の遮断面部を前記側壁部の外面側に適宜間隔で位置決めして、前記遮断面部と前記側壁部の外面との間に少なくとも上下方向に連続した排水間隙を生じさせるスペーサと
を備えてなり、
遮断壁部材が、遮断面部の対向面に溝路部材本体の透水孔を透水可能に被覆する透水シートを備えていることを特徴とする透水性溝路部材。
A groove member main body having a substantially U-shaped cross section made of a thin metal plate having a plurality of water permeable holes formed in the side wall portion,
A blocking wall member provided with a blocking surface portion disposed on the outer surface side of the side wall portion of the groove member main body and blocking inflow of earth and sand from the water permeable holes;
The blocking surface portion is interposed between the blocking surface portion of the blocking wall member and the outer surface of the side wall portion of the groove member body, and the blocking surface portion of the blocking wall member is positioned at an appropriate interval on the outer surface side of the side wall portion. And a spacer that creates a continuous drainage gap in at least the vertical direction between the outer surface of the side wall portion and
With
Blocking wall member permeable groove passage member, characterized in that it comprises a permeable sheet covering the permeability pore in Mizoro member body facing surface of the blocking surface to be permeable.
側壁部に複数の透水孔が形成された金属薄板からなる断面略U字状の溝路部材本体と、
該溝路部材本体の側壁部の外面側に配設されて透水孔からの土砂の流入を遮断する遮断面部を備えた遮断壁部材と、
該遮断壁部材の遮断面部と前記溝路部材本体の側壁部の外面との間に介在し、前記遮断壁部材の遮断面部を前記側壁部の外面側に適宜間隔で位置決めして、前記遮断面部と前記側壁部の外面との間に少なくとも上下方向に連続した排水間隙を生じさせるスペーサと
を備えてなり、
溝路部材本体が、側壁部の外面に固着された取付端縁と、該取付端縁から延成されて前記側壁部に対して遮断壁部材及びスペーサの厚み幅に相当する嵌挿間隙を存して垂設された、遮断壁部材の上部を保持する保持端縁とからなるホルダー部材を備えていることを特徴とする透水性溝路部材。
A groove member main body having a substantially U-shaped cross section made of a thin metal plate having a plurality of water permeable holes formed in the side wall portion,
A blocking wall member provided with a blocking surface portion disposed on the outer surface side of the side wall portion of the groove member main body and blocking inflow of earth and sand from the water permeable holes;
The blocking surface portion is interposed between the blocking surface portion of the blocking wall member and the outer surface of the side wall portion of the groove member body, and the blocking surface portion of the blocking wall member is positioned at an appropriate interval on the outer surface side of the side wall portion. And a spacer that creates a continuous drainage gap in at least the vertical direction between the outer surface of the side wall portion and
With
The groove member main body has an attachment edge fixed to the outer surface of the side wall part, and an insertion gap extending from the attachment edge and corresponding to the thickness width of the blocking wall member and the spacer. A water-permeable groove member comprising a holder member that is provided vertically and has a holding edge that holds the upper portion of the blocking wall member.
溝路部材本体の側壁部下部に、遮断壁部材の下端を支承する支承部材を備えていることを特徴とする請求項1乃至請求項3の何れか1項に記載の透水性溝路部材。 The permeable groove member according to any one of claims 1 to 3 , further comprising a support member that supports a lower end of the blocking wall member at a lower portion of the side wall portion of the groove member main body.
JP2007322449A 2007-12-13 2007-12-13 Permeable groove member Expired - Fee Related JP5106079B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007322449A JP5106079B2 (en) 2007-12-13 2007-12-13 Permeable groove member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007322449A JP5106079B2 (en) 2007-12-13 2007-12-13 Permeable groove member

Publications (2)

Publication Number Publication Date
JP2009144401A JP2009144401A (en) 2009-07-02
JP5106079B2 true JP5106079B2 (en) 2012-12-26

Family

ID=40915323

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007322449A Expired - Fee Related JP5106079B2 (en) 2007-12-13 2007-12-13 Permeable groove member

Country Status (1)

Country Link
JP (1) JP5106079B2 (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0342097Y2 (en) * 1985-10-31 1991-09-04
JPH0356090U (en) * 1989-09-25 1991-05-29
JP3488112B2 (en) * 1999-02-01 2004-01-19 石田鉄工株式会社 Structure of road drainage ditch
JP2003313933A (en) * 2002-04-22 2003-11-06 Okajima Kogyo Kk Product of drainage passage for road surface
JP3930839B2 (en) * 2003-07-31 2007-06-13 石田鉄工株式会社 Road drainage structure

Also Published As

Publication number Publication date
JP2009144401A (en) 2009-07-02

Similar Documents

Publication Publication Date Title
JP5700888B1 (en) Method for laying drainage member for road surface and drainage member for road surface
JP5845132B2 (en) Drainage gutter
KR101495997B1 (en) Upright type rainwater storaging structure and Rainwater storaging facility having the structure and Method for building the facility
KR200477688Y1 (en) A Water Drain Pile for Wall
JP5106079B2 (en) Permeable groove member
EP1518964B1 (en) Surface drainage arrangement
KR101388870B1 (en) Rainwater storaging facility and method for building the facility
JP2007146653A (en) Concrete block with plugging preventive material
KR200463521Y1 (en) Parts for drainageway
KR200439619Y1 (en) Recessed drainage
KR101653722B1 (en) A structure for drainage and this method using the same
JP2011032703A (en) Subterranean rainwater infiltration facility
JP2004278287A (en) Permeable steel pipe mountain retaining type retaining wall structure
JP6189106B2 (en) End face hiding member and end face hiding structure of cylindrical member
JP2003253611A (en) Boundary block
JP4681438B2 (en) Water-flow covering device for grooves
JP2003268861A (en) Side ditch
JP2003166206A (en) Structure of paved road
KR100600799B1 (en) Architecture Landscape Block Structure
JP4436436B2 (en) Water-flow covering device for grooves
KR200384627Y1 (en) steal grating
KR200369413Y1 (en) The Supply Setting And The Block For Supply Of Water Of Reinforced Earth Retaining Wall
JP2007162350A (en) Drainage lead-in implement and side-ditch block
JP2004076377A (en) Side ditch
KR100440900B1 (en) Drainage and protection blocks for slope safety on civil engineering and roads

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20101206

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120215

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120222

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120409

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120905

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20121002

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20151012

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees