JP3118236U - Rainwater lid - Google Patents

Rainwater lid Download PDF

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JP3118236U
JP3118236U JP2005009177U JP2005009177U JP3118236U JP 3118236 U JP3118236 U JP 3118236U JP 2005009177 U JP2005009177 U JP 2005009177U JP 2005009177 U JP2005009177 U JP 2005009177U JP 3118236 U JP3118236 U JP 3118236U
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rainwater
longitudinal
rib
lid
rib portions
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成弘 岸本
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Kogi Corp
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Abstract

【課題】 集水効率に優れた雨水枡蓋の提供。
【解決手段】 車道と歩道との境界部に沿って埋設されている側溝にその長手方向に間隔を置いて設置され、長手方向壁部とこれに直交する方向の幅方向壁部を有する矩形の蓋本体を設け、蓋本体における歩道側領域に集水口部を設け、垂直方向の縦壁面を有する複数のリブ部を間隔を置いて設けてリブ部間を前記歩道側領域の集水口部とは別の集水口部としている雨水枡蓋であって、複数のリブ部の一端部を幅方向に間隔を置いて配置し、リブ部の他端部を長手方向に間隔を置いて歩道側領域の集水口部の近傍に配置して、リブ部を幅方向壁部と長手方向壁部に亙している。
【選択図】 図1
PROBLEM TO BE SOLVED: To provide a rainwater jar with excellent water collection efficiency.
SOLUTION: A rectangular groove having a longitudinal wall portion and a widthwise wall portion in a direction orthogonal to the longitudinal wall portion is installed in a side groove embedded along a boundary portion between a roadway and a sidewalk. A lid body is provided, a water collection port is provided in a sidewalk side region of the lid main body, a plurality of rib portions having vertical vertical wall surfaces are provided at intervals, and a water collection port portion of the sidewalk side region is provided between the rib portions. A rainwater lid that is a separate water collecting port, wherein one end of a plurality of ribs is arranged at intervals in the width direction, and the other end of the ribs is arranged at intervals in the longitudinal direction. It arrange | positions in the vicinity of a water collection port part, and the rib part is curled by the width direction wall part and the longitudinal direction wall part.
[Selection] Figure 1

Description

本考案は、路面上の雨水を雨水枡および側溝に導くために道路の側部に設置される雨水枡蓋に関する。   The present invention relates to a rainwater lid installed on the side of a road in order to guide rainwater on a road surface to a rainwater tank and a gutter.

一般的な車道においては、雨天時の雨水等が速やかに車道から排出されるように、その中央部分から歩道に向けて緩やかな下り勾配が付けられている。また、車道と歩道との境界に段差を設けた境界ブロックにはさらに勾配が付けられている。このような境界ブロックの下部には路面上の雨水を排水するために側溝が設けられており、この側溝には、路面から流れ込んだ土砂や小石等を堆積させる枡や地中に雨水を浸透させる浸透枡等の雨水枡が所定間隔をおいて設置されている。   A general roadway has a gentle downward slope from its central portion toward the sidewalk so that rainwater and the like during rainy weather can be quickly discharged from the roadway. Further, the boundary block having a step at the boundary between the roadway and the sidewalk is further inclined. Under the boundary block, there is a gutter for draining rain water on the road surface. The gutter allows the rain water to penetrate into the gutter and the ground where sediments and pebbles flowing from the road surface are deposited. Rainwater tanks such as seepage tanks are installed at predetermined intervals.

これらの雨水枡の上方には、路面上の雨水を流入させるための雨水枡蓋が設置されており、このような雨水枡蓋として、長方形をした周縁枠の内側を複数の格子部材で縦横に区画することによって複数の貫通孔を全面的に配列した構造の金属製格子状蓋(グレーチング)が周知となっている。   Above these rainwater traps, rainwater lids are installed to allow inflow of rainwater on the road surface. As such rainwater traps, the inside of a rectangular peripheral frame is vertically and horizontally arranged with a plurality of lattice members. A metal grid-like lid (grating) having a structure in which a plurality of through holes are entirely arranged by partitioning is well known.

歩道寄りの場所を流れる雨水は車道の下り勾配の影響によって境界ブロックに沿って高位側から低位側へ向かう方向に流れ、また、歩道から離れた車道寄りの場所を流れる雨水は、車道の車線方向の下り勾配と、車道の中央から歩道に向けての下り勾配との合成勾配の影響により、車道の進行方向と斜めに交差する方向に流れて雨水枡蓋の貫通孔に流入する。   Rainwater flowing on the side of the sidewalk flows in the direction from the higher side to the lower side along the boundary block due to the influence of the downward slope of the roadway, and rainwater flowing on the side of the roadway away from the sidewalk is in the lane direction of the roadway Due to the influence of the combined gradient of the downward slope of the roadway and the downward slope toward the sidewalk from the center of the roadway, it flows in a direction that obliquely intersects the traveling direction of the roadway and flows into the through hole of the rainwater cover.

しかしながら、雨水枡蓋は、直交する格子部材を縦横均等に全面的に配置しただけのものであり、雨水の流れ方向や雨水の集水効率(流入容易性)等を考慮したものではないため、実際の車道に設置した場合、雨水枡内に流入しようとする雨水が格子部材に衝突することにより、雨水が流入し難く、雨水の集水能力が低いという問題があった。そこで、集水効率を考慮した構成を有する雨水枡蓋として、車線方向と斜めに交差する方向にリブ部(グリッド)を形成して、リブ部間を集水口部としたものが提案されている(例えば、特許文献1参照)。
特開2003−301508号公報
However, the rainwater lid is simply a crossover of the lattice members that are orthogonal to the entire surface, and does not take into account the flow direction of rainwater or the efficiency of collecting rainwater (ease of inflow). When it is installed on an actual roadway, there is a problem that rainwater that tends to flow into the rainwater basket collides with the lattice member, so that it is difficult for rainwater to flow in and the rainwater collecting ability is low. Therefore, as a rainwater lid having a configuration in consideration of the water collection efficiency, a rib portion (grid) is formed in a direction obliquely intersecting the lane direction and a space between the rib portions is used as a water collection port portion. (For example, refer to Patent Document 1).
JP 2003-301508 A

しかしながら、車道に降った雨は、先ず歩道側に向けて流れることが多く、続いて境界ブロックに沿って流れ、雨水枡蓋から雨水桝に流入する。したがって、上記構成の雨水枡蓋では、雨水の流れ方向等を考慮した方向にリブ、集水口部を形成しているものの、境界ブロックに沿って流れて来る雨水を雨水桝に流入させるには充分とはいえなかった。   However, the rain that falls on the roadway often flows toward the sidewalk first, then flows along the boundary block, and flows into the rainwater basin from the rainwater culvert lid. Therefore, the rainwater lid with the above configuration forms ribs and water collection ports in a direction that considers the direction of rainwater flow, etc., but is sufficient to allow the rainwater flowing along the boundary block to flow into the rainwater tank. That wasn't true.

そこで本考案は、上記課題に鑑み、集水効率に優れた雨水枡蓋の提供を課題とする。   Then, this invention makes it a subject to provide the rainwater jar lid excellent in water collection efficiency in view of the said subject.

本考案の雨水枡蓋は、車道と歩道との境界部に沿って埋設されている側溝にその長手方向に間隔を置いて設置されるもので、長手方向壁部とこれに直交する方向の幅方向壁部を有する矩形の蓋本体を設け、蓋本体における歩道側領域に集水口部を設け、垂直方向の縦壁面を有する複数のリブ部を間隔を置いて設けてリブ部間を前記歩道側領域の集水口部とは別の集水口部とし、前記複数のリブ部の長手方向側一端部を幅方向に間隔を置いて配置し、リブ部の幅方向側他端部を長手方向に間隔を置いて歩道側領域の集水口部の近傍に配置して、リブ部を幅方向壁部と長手方向壁部に亙していることを特徴としている。   The rainwater cover of the present invention is installed in the side groove embedded along the boundary between the roadway and the sidewalk with a distance in the longitudinal direction, and the width in the direction perpendicular to the longitudinal wall portion. A rectangular lid body having a direction wall portion is provided, a water collecting port portion is provided in a sidewalk side region of the lid body, a plurality of rib portions having vertical vertical wall surfaces are provided at intervals, and the rib portions are provided between the rib sides. The water collecting port portion is different from the water collecting port portion of the region, and one end portion on the longitudinal direction side of the plurality of rib portions is arranged with an interval in the width direction, and the other end portion on the width direction side of the rib portion is spaced in the longitudinal direction. Is placed near the water collecting port portion of the sidewalk side region, and the rib portion is constrained to the width direction wall portion and the length direction wall portion.

上記構成において、直接的に集水口部に入った雨水はそのまま側溝へ流入する。また、車道と歩道との境界部を流れて雨水枡蓋に至る雨水も歩道側領域の集水口部、リブ部間の集水口部から落ちて側溝へ導かれる。境界部を流れてきた雨水は、車道と歩道との境界部は勾配を有していることか勾配や雨量に相応の速度をもって蓋本体に至り、このように速度をもった雨水はそのまま境界部に沿って流れるよう力が働いているが、リブ部には縦壁面があって、リブ部は一端部、他端部をそれぞれ幅方向壁部、長手方向壁部に亙すようにして他端部を歩道側領域の集水口部の近傍に配置しているから、境界部を流れてきた雨水は、相応の速度をもって縦壁面に当ると、その一方向から他方向へ向かう力を歩道側領域の集水口部へ向かうよう案内することになり、歩道側領域の集水口部に案内された雨水はその集水口部から落下し側溝へ流入する。一方でリブ部間の集水口部からも側溝へ落下するから、集水効率が良好となる。   In the above-described configuration, rainwater that has directly entered the water collection port flows into the lateral groove as it is. In addition, the rainwater that flows through the boundary between the roadway and the sidewalk and reaches the rainwater jar lid falls from the water collection port portion in the sidewalk side region and the water collection port portion between the rib portions, and is guided to the gutter. The rainwater that has flown through the boundary reaches the lid body at a speed corresponding to the slope and the amount of rain, or the boundary between the roadway and the sidewalk has a slope. The rib part has a vertical wall surface, and the rib part has one end and the other end facing the width direction wall part and the longitudinal direction wall part, respectively. Since the rainwater that has flowed through the boundary part hits the vertical wall surface at a reasonable speed, the force that travels from one direction to the other direction is exerted on the sidewalk side area. The rainwater guided to the water collecting port portion in the sidewalk side region falls from the water collecting port portion and flows into the side groove. On the other hand, the water collection efficiency is good because the water collection port between the ribs also falls into the side groove.

本考案の雨水桝蓋では、別の集水口部を形成する複数のリブ部は、長手方向と幅方向との中間方向で且つ車道側に向けて突となるよう湾曲していることを特徴としている。   In the rainwater lid according to the present invention, the plurality of rib portions forming another water collecting port portion are curved so as to project toward the roadway side in the intermediate direction between the longitudinal direction and the width direction. Yes.

上記構成によれば、リブ部の縦壁面も長手方向と幅方向との中間方向で且つ車道側に向けて突となるよう全体として湾曲しているから、相応の速度をもって縦壁面に当った雨水は、縦壁面の湾曲面によって円滑に歩道側領域の集水口部に案内され易くなり、縦壁面が平面状になっているリブ部の場合に比べて相応の速度をもった雨水による衝撃が少なくなり、したがって薄いが縦壁面に当った際の水衝力が緩和されて縦壁面に対しての反射力が緩和され易くなるから、雨水の乱れが発生しにくく、その分だけ円滑に歩道側領域の集水口部に向けて案内される。   According to the above configuration, since the vertical wall surface of the rib portion is also curved as a whole so as to protrude in the intermediate direction between the longitudinal direction and the width direction and toward the roadway side, rainwater hitting the vertical wall surface at an appropriate speed. Is easier to guide smoothly to the water collecting port in the sidewalk side area due to the curved surface of the vertical wall, and less impact from rainwater with a corresponding speed than in the case of a rib with a vertical wall. Therefore, since the water impact force when it hits the vertical wall surface is relaxed and the reflective power to the vertical wall surface is easily relaxed, the disturbance of rainwater is less likely to occur, and the sidewalk side area is smoothly smoothed accordingly. You will be guided towards the water collection port.

本考案の雨水桝蓋では、別の集水口部を形成するリブ部が、蓋本体の長手方向中心に対して長手方向両側にそれぞれ複数設けられることで、長手方向中心を中心とした対称形状に形成されていることを特徴としている。   In the rainwater lid of the present invention, a plurality of rib portions forming another water collecting port portion are provided on both sides in the longitudinal direction with respect to the longitudinal center of the lid body, so that the symmetrical shape with respect to the longitudinal center is formed. It is characterized by being formed.

上記構成において、雨水は境界部の一方側から流れて雨水桝蓋に至るだけではないから、上記リブ部を蓋本体の長手方向両側に設けていることで、境界部の長手方向何れの方向から雨水桝蓋に至った雨水も歩道側領域の集水口部に案内されて側溝へ至る。さらに、上記のように対称形状に形成することにより、長手方向の一方、他方どちらに傾斜する境界部に設置する場合にも適用可能となり、且つ同様の集水効率が得られる。   In the above configuration, rainwater not only flows from one side of the boundary part to reach the rainwater lid, but by providing the rib parts on both sides in the longitudinal direction of the lid body, from any direction in the longitudinal direction of the boundary part The rainwater that reaches the rainwater cover is also guided to the drainage port in the sidewalk side area and reaches the gutter. Furthermore, by forming it symmetrically as described above, it can be applied to the case where it is installed at a boundary portion that is inclined in one of the longitudinal directions, and the same water collection efficiency can be obtained.

本考案の雨水桝蓋では、リブ部間を長手方向に亙す複数の長手方向リブ部が設けられ、これら長手方向リブ部の間がさらに別の集水口部とされていることを特徴としている。   The rainwater lid of the present invention is characterized in that a plurality of longitudinal rib portions are provided so as to extend between the rib portions in the longitudinal direction, and the space between the longitudinal rib portions is a further water collecting port portion. .

上記構成において、長手方向リブ部の間の集水口部から雨水が落下することで、集水効率が良好となる。   In the said structure, water collection efficiency becomes favorable because rain water falls from the water collection port part between longitudinal direction rib parts.

本考案の雨水桝蓋は、各リブ部にはその離間方向両側の上部に面取りが形成されていることを特徴としている。   The rainwater lid of the present invention is characterized in that each rib portion is formed with chamfers at the upper portions on both sides in the separation direction.

上記構成において、縦壁面に当ってリブ部の上面を乗り越えるような雨水は、面取りは下傾斜しているから、この面取りによって円滑に下方に案内されて側溝へ至るから、集水が円滑に行われる。   In the above configuration, rainwater that hits the vertical wall surface and climbs over the upper surface of the rib portion is chamfered so that the water is collected smoothly because the chamfer is smoothly guided downward by this chamfering to reach the side groove. Is called.

本考案の雨水桝蓋によれば、雨水桝蓋のリブ部に縦壁面があって、リブ部は一端部、他端部をそれぞれ幅方向壁部、長手方向壁部に亙すようにして他端部を歩道側領域の集水口部の近傍に配置しているから、相応の速度をもって雨水桝蓋に至ったその一方向から他方向へ向かう力を歩道側領域の集水口部へ向かうよう案内することになり、歩道側領域の集水口部に案内された雨水はその集水口部から落下し側溝へ流入するから、集水効率が良好となる。   According to the rainwater cover of the present invention, there is a vertical wall surface in the rib part of the rainwater cover, and the rib part is configured so that one end part and the other end part are crossed into the width direction wall part and the longitudinal direction wall part, respectively. Since the end is located near the water collection mouth part of the sidewalk side area, it guides the force going from one direction to the other side of the rainwater cover with the appropriate speed to the water collection mouth part of the sidewalk side area. Therefore, the rainwater guided to the water collecting port portion in the sidewalk side region falls from the water collecting port portion and flows into the side groove, so that the water collecting efficiency is improved.

以下、本考案の実施形態に係る雨水桝蓋を図面に基づいて説明する。図1は雨水桝蓋の平面図、図2は図1の(a)−(a)線断面図、図3は図1の(b)―(b)線断面図、図4は図1の(c)―(c)線断面図、図5は図1の(d)―(d)線断面図である。   Hereinafter, a rainwater lid according to an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a plan view of a rainwater lid, FIG. 2 is a sectional view taken along line (a)-(a) in FIG. 1, FIG. 3 is a sectional view taken along line (b)-(b) in FIG. (C)-(c) line sectional drawing, FIG. 5 is the (d)-(d) line sectional view of FIG.

これらの図に示すように、雨水桝蓋1は、車道2と歩道3との境界部17に沿って埋設されている不図示の側溝にその長手方向Aに間隔(例えば10〜20m間隔)を置いて設置されるものである。雨水桝蓋1は、側溝に連通する不図示の集水桝の受枠5に対してヒンジ部材6を介して回動・開閉自在に設けられている。   As shown in these figures, the rainwater lid 1 has a gap (for example, an interval of 10 to 20 m) in the longitudinal direction A in a side groove (not shown) embedded along the boundary 17 between the roadway 2 and the sidewalk 3. It will be installed. The rainwater lid 1 is provided so as to be rotatable and openable via a hinge member 6 with respect to a receiving frame 5 (not shown) that communicates with the lateral groove.

雨水桝蓋1は、長手方向A中心7を中心として対称形状に形成されている。このような雨水桝蓋1は、蓋本体8とリブ部とを有する。   The rainwater lid 1 is formed in a symmetrical shape with the center 7 in the longitudinal direction A as the center. Such a rainwater lid 1 has a lid body 8 and a rib portion.

蓋本体8は、枠体部10と底壁部11とを有する。枠体部10は、前側の長手方向壁部12と、これに直交する方向(境界部17の幅方向)で左右一対の幅方向壁部13,14とからなる平面視後方開放コ字形に形成されている。底壁部11の上面高さは枠体部10の上面高さと平行に設定されている。すなわち、底壁部11の上面は、後述するような高位置領域15と勾配領域16に対応するそれぞれの領域からなっている。なお、この実施形態では、底壁部11における長手方向Aと幅方向Bの寸法比は、略2:1に設定されている。   The lid body 8 has a frame body portion 10 and a bottom wall portion 11. The frame body portion 10 is formed in a U-shaped rearward open rear view comprising a front longitudinal wall portion 12 and a pair of left and right width direction wall portions 13 and 14 in a direction orthogonal to the longitudinal wall portion 12 (width direction of the boundary portion 17). Has been. The upper surface height of the bottom wall portion 11 is set parallel to the upper surface height of the frame body portion 10. That is, the upper surface of the bottom wall portion 11 is composed of regions corresponding to a high position region 15 and a gradient region 16 as described later. In this embodiment, the dimensional ratio between the longitudinal direction A and the width direction B in the bottom wall portion 11 is set to approximately 2: 1.

長手方向壁部12の上面は(受枠5に取付けていない単体状態で)、同一高さにある。一方で、幅方向壁部13,14の上面は、長手方向壁部12の高さと等しい高さの高位置領域15と、歩道3側に向けて下傾斜する勾配領域16とを有する。この勾配の設定は、車道2と歩道3との境界部17の前後方向の勾配に対応している。   The upper surface of the longitudinal wall 12 is at the same height (in a single state not attached to the receiving frame 5). On the other hand, the upper surface of the width direction wall parts 13 and 14 has the high position area | region 15 of the height equal to the height of the longitudinal direction wall part 12, and the gradient area | region 16 which inclines downward toward the sidewalk 3 side. The setting of the gradient corresponds to the gradient in the front-rear direction of the boundary portion 17 between the roadway 2 and the sidewalk 3.

幅方向壁部13,14の後方端部はさらに後方(歩道3側)へ向けて突出するよう、枠体部10の支持面18に上方から係止する突起状の係止部20が延長して形成されている。また、底壁部11の後方端部面に、さらに後方へ向けて突出して枠体部10の支持面18に上方から係止する別の突起状の係止部21が延長して複数個形成されている。これら別の突起状の係止部21は長手方向Aに離れて配置されている。そして、これら係止部20,21間は、歩道3側の大容量集水口部22とされている。   A protruding locking portion 20 that locks from above to the support surface 18 of the frame body portion 10 extends so that the rear end portions of the width direction wall portions 13 and 14 protrude further toward the rear side (the sidewalk 3 side). Is formed. Further, a plurality of other protruding locking portions 21 projecting further rearward and locking to the support surface 18 of the frame body portion 10 from above are formed on the rear end surface of the bottom wall portion 11. Has been. These other protrusion-shaped locking portions 21 are arranged away from each other in the longitudinal direction A. And between these latching | locking parts 20 and 21, it is set as the large capacity | capacitance water inlet part 22 by the sidewalk 3 side.

長手方向壁部12、幅方向壁部13,14間を亙すように且つ底壁部11に一体に複数種の前記リブ部が形成されている。これらリブ部は、第一リブ部23,24、第二リブ部25,26、第三リブ部27,28を有する構成である。   A plurality of types of rib portions are formed integrally with the bottom wall portion 11 so as to sandwich the longitudinal wall portion 12 and the width direction wall portions 13 and 14. These rib portions are configured to include first rib portions 23 and 24, second rib portions 25 and 26, and third rib portions 27 and 28.

第一リブ部23,24、第二リブ部25,26は、蓋本体8の長手方向中心7を中心として対称に配置されており、その他の具体的構成は同一なので、ここでは、長手方向中心7より左側の第一リブ部23,24の構成を説明することで、右側の第二リブ部25,26の説明を兼用することとする。   The first rib portions 23 and 24 and the second rib portions 25 and 26 are arranged symmetrically with respect to the longitudinal center 7 of the lid body 8 and the other specific configurations are the same. 7, the configuration of the first rib portions 23, 24 on the left side of FIG. 7 is described, and the description of the second rib portions 25, 26 on the right side is also used.

第一リブ部23,24は、長手方向Aと幅方向Bとの中間方向で且つ車道2側に向けて突となるよう湾曲形成されている。この場合、第一リブ部23,24は複数個(複数条:図では八個)設けられており、それぞれの第一リブ部23,24は、平面視して同心円の円弧状に形成されている。   The first rib portions 23 and 24 are curved so as to project toward the side of the roadway 2 in the intermediate direction between the longitudinal direction A and the width direction B. In this case, the first rib portions 23 and 24 are provided in a plurality (a plurality of strips: eight in the figure), and each of the first rib portions 23 and 24 is formed in a concentric circular arc shape in plan view. Yes.

第一リブ部23,24のうちの幾つか(図では六個の第一リブ部23)は、その一端部である基端部30が幅方向壁部13の内壁面32に一体とされている。残りの二個の第一リブ部24は、その基端部31が幅方向壁部13には至っておらず、前記ヒンジ部材6を設けるための矩形切欠33の外周壁部35に連設している。なお、これら第一リブ部24は、ヒンジ部材6を設けず矩形切欠33がない構成であれば、その基端部30は幅方向壁部13の内壁面32に連設される。すなわち、残りの第一リブ部24の延長線は、幅方向壁部13の内壁面32に当っている。これら第一リブ部23,24の基端部30,31の上面高さは、幅方向壁部13の上面と同一高さにある。   Some of the first rib portions 23 and 24 (six first rib portions 23 in the figure) have a base end portion 30 that is one end portion thereof integrated with an inner wall surface 32 of the width direction wall portion 13. Yes. The remaining two first rib portions 24 have base ends 31 that do not reach the width-direction wall portion 13, and are connected to the outer peripheral wall portion 35 of the rectangular notch 33 for providing the hinge member 6. Yes. In addition, if these 1st rib parts 24 are the structures which do not provide the hinge member 6 and do not have the rectangular notch 33, the base end part 30 is connected with the inner wall surface 32 of the width direction wall part 13. As shown in FIG. That is, the extension line of the remaining first rib portion 24 hits the inner wall surface 32 of the width direction wall portion 13. The upper surface heights of the base end portions 30 and 31 of the first rib portions 23 and 24 are the same height as the upper surface of the width direction wall portion 13.

第一リブ部23は、その他端部である先端部40が、前記係止部20,21間の大容量集水口部22に至っている。この構成により、第一リブ部23間に、雨水Wを大容量集水口部22に向けて案内する平面視して湾曲した溝状の案内路45が複数個形成されることになり、これら案内路45の基端壁は、幅方向壁部13の内壁面32に相当し、案内路45の先端部は、大容量集水口部22に解放された構成となっている。なお、第一リブ部23の、底壁部11の上面からの高さは一定であり、また第一リブ部23は、周方向の長さに沿う径方向断面は同一断面に形成されている。   The first rib portion 23 has a tip portion 40 which is the other end portion reaching the large-capacity water collecting port portion 22 between the locking portions 20 and 21. With this configuration, a plurality of groove-shaped guide paths 45 that are curved in plan view for guiding the rainwater W toward the large-capacity water collecting port portion 22 are formed between the first rib portions 23. The base end wall of the passage 45 corresponds to the inner wall surface 32 of the width direction wall portion 13, and the distal end portion of the guide passage 45 is configured to be released to the large-capacity water collecting port portion 22. In addition, the height from the upper surface of the bottom wall part 11 of the 1st rib part 23 is constant, and the radial direction cross section along the length of the circumferential direction of the 1st rib part 23 is formed in the same cross section. .

これら案内路45に対応する底壁部11の一部が上下方向に貫通されて中抜き扇形状の集水口部46が複数個、複数列形成されている。これら集水口部46の円弧中心どうしは同心円となっており、周方向に所定の列間隔を置いて形成されている(図6参照)この列間隔は前後方向に投影して等しく(列間隔L1)、前後方向に投影して、ほとんどの集水口部46の長さL2も等しくなっている。集水口部46を長手方向Aに投影した場合、集水口部46は、他の何れかの集水口部46と重なるよう位置付けられている。   A part of the bottom wall portion 11 corresponding to these guide paths 45 is vertically penetrated, and a plurality of hollow fan-shaped water collecting port portions 46 are formed in a plurality of rows. The arc centers of these water collecting port portions 46 are concentric circles, and are formed at predetermined row intervals in the circumferential direction (see FIG. 6). The row intervals are projected in the front-rear direction and are equal (row interval L1). ), And projected in the front-rear direction, the length L2 of most of the water collection port portions 46 is also equal. When the water collecting port 46 is projected in the longitudinal direction A, the water collecting port 46 is positioned so as to overlap with any other water collecting port 46.

上記した構成の第一リブ部23,24が、長手方向中心7を中心として対称位置にまた対称形状に形成されている。   The first rib portions 23 and 24 having the above-described configuration are formed symmetrically at symmetrical positions around the longitudinal center 7.

さらに、第一リブ部23,24、第二リブ部25,26とは別に、長手方向リブ部47,48が設けられている。この長手方向リブ部47,48は、第一リブ部23,24、第二リブ部25,26の最も車道2側にある第一リブ部24、第二リブ部26どうしを、長手方向Aで亙すように複数個設けられて長手方向Aに沿うものである。長手方向リブ部47,48の長手方向A両端部は、それぞれ最も車道2側にある第一リブ部24、第二リブ部26に長手方向Aで連設されている。但し最も車道2側にある長手方向リブ部48は、ヒンジ部材6を設けるための前記矩形切欠33,34の外周壁部35,36に長手方向Aで連設している。   Further, apart from the first rib portions 23 and 24 and the second rib portions 25 and 26, longitudinal rib portions 47 and 48 are provided. The longitudinal rib portions 47 and 48 are formed by connecting the first rib portion 24 and the second rib portion 26 located closest to the roadway 2 of the first rib portions 23 and 24 and the second rib portions 25 and 26 in the longitudinal direction A. A plurality are provided along the longitudinal direction A. Both ends in the longitudinal direction A of the longitudinal rib portions 47 and 48 are connected in the longitudinal direction A to the first rib portion 24 and the second rib portion 26 that are closest to the roadway 2 respectively. However, the longitudinal rib portion 48 closest to the roadway 2 is connected to the outer peripheral wall portions 35 and 36 of the rectangular notches 33 and 34 for providing the hinge member 6 in the longitudinal direction A.

長手方向リブ部47,48間は長手方向Aに長い溝50が複数個形成されることになり、これら溝50の底壁部11の一部を上下方向に貫通させて、複数個の前方集水口部51が形成されている。これら前方集水口部51は、前記所定の列間隔L1を置いて形成されている。長手方向リブ部47,48は長手方向Aに同一断面に形成されている。   A plurality of grooves 50 that are long in the longitudinal direction A are formed between the longitudinal rib portions 47 and 48, and a part of the bottom wall portion 11 of these grooves 50 is vertically penetrated to form a plurality of front gathers. A water mouth part 51 is formed. These front water collecting port portions 51 are formed at the predetermined row interval L1. The longitudinal rib portions 47 and 48 are formed in the same cross section in the longitudinal direction A.

第一リブ部23,24、第二リブ部25,26、長手方向リブ部47,48の各リブ部には、リブ部どうしの離間方向両側の上部に面取り52,53が形成されている。このような面取り53は幅方向壁部13,14、長手方向壁部12にもそれぞれ形成されており、面取り52,53は、各リブ部の長さ方向全域に亙って形成される。第一リブ部23,24、第二リブ部25,26、長手方向リブ部47,48の各リブ部の長さ方向に直交する方向の断面は、何れも下方から上方に向かうほど幅広くなるよう両面が垂直方向からやや傾斜して形成され、これら両面は、雨水Wの落下を案内する縦壁面60,61となっている。すなわち、第一リブ部23,24の縦壁面60,61は、長手方向Aと幅方向Bとの中間方向で且つ車道2側に向けて突となるよう湾曲して形成されている。各リブ部の上面には上方に突出する小突起55が形成されている。   Chamfers 52 and 53 are formed at the upper portions of the first rib portions 23 and 24, the second rib portions 25 and 26, and the longitudinal rib portions 47 and 48 on both sides in the separation direction of the rib portions. Such chamfers 53 are also formed in the width direction wall portions 13 and 14 and the longitudinal direction wall portion 12, respectively, and the chamfers 52 and 53 are formed over the entire length direction of each rib portion. Each of the first rib portions 23, 24, the second rib portions 25, 26, and the longitudinal rib portions 47, 48 has a cross section in a direction perpendicular to the length direction of each rib portion so that the cross section becomes wider from the bottom to the top. Both surfaces are formed with a slight inclination from the vertical direction, and these both surfaces are vertical wall surfaces 60 and 61 for guiding the rain water W to fall. That is, the vertical wall surfaces 60 and 61 of the first rib portions 23 and 24 are formed to be curved so as to protrude toward the roadway 2 in the intermediate direction between the longitudinal direction A and the width direction B. A small protrusion 55 protruding upward is formed on the upper surface of each rib portion.

上記構成の雨水桝蓋1は境界部17の受枠5にその勾配に対応して設置される。例えば図1において紙面左側から右側へ向かう長手方向Aの下傾斜勾配(縦断勾配,道路進行方向勾配)に設置される。一方で、車道2にも勾配が設けられている(横断勾配,幅員勾配)から、路面に落ちた雨水Wは、車道2側から雨水桝蓋1に向かうものがある。しかしながら、雨水桝蓋1は長手方向Aに所定間隔ごとにしか配置されないから、実際には境界部17に沿って流れて雨水桝蓋1の第一リブ部23側から流入する量の方が多いのが一般的である。   The rainwater lid 1 having the above-described configuration is installed in the receiving frame 5 of the boundary portion 17 corresponding to the gradient. For example, in FIG. 1, it is installed in a downward slope (longitudinal slope, road traveling direction slope) in the longitudinal direction A from the left side to the right side of the page. On the other hand, since the roadway 2 is also provided with a gradient (transverse gradient, width gradient), there is rainwater W that has fallen on the road surface from the roadway 2 side toward the rainwater lid 1. However, since the rainwater cover 1 is disposed only at predetermined intervals in the longitudinal direction A, the amount actually flowing along the boundary portion 17 and flowing in from the first rib portion 23 side of the rainwater cover 1 is larger. It is common.

そこで、上記雨水桝蓋1では、第一リブ部23は、長手方向Aと幅方向Bとの中間方向で且つ車道2側に向けて突となるよう湾曲形成しており、縦壁面60,61も長手方向Aと幅方向Bとの中間方向で且つ車道2側に向けて突となるよう湾曲している。すなわち、第一リブ部23側から流入した雨水Wの一部は、縦壁面60,61に当り、案内路45は幅方向壁部13から大容量集水口部22に解放されている。したがって、第一リブ部23側へ至った雨水Wが勾配に応じた速度をもっていたとしても、その速度に伴う水衝力を損失しつつ、雨水Wの一部は、案内路45に沿うように大容量集水口部22へ向けて案内され、大容量集水口部22から落下することになる。   In view of this, in the rainwater jar lid 1, the first rib portion 23 is curved so as to protrude toward the roadway 2 in the intermediate direction between the longitudinal direction A and the width direction B, and the vertical wall surfaces 60 and 61. Is curved so as to project toward the side of the roadway 2 in the intermediate direction between the longitudinal direction A and the width direction B. That is, a part of the rainwater W flowing in from the first rib portion 23 side hits the vertical wall surfaces 60 and 61, and the guide path 45 is released from the width direction wall portion 13 to the large-capacity water collecting port portion 22. Therefore, even if the rainwater W that reaches the first rib portion 23 has a speed according to the gradient, a part of the rainwater W is large along the guide path 45 while losing the water-impacting force accompanying the speed. It is guided toward the capacity water collecting port 22 and falls from the large capacity water collecting port 22.

さらに、案内路45の途中には集水口部46が複数形成されているから、大容量集水口部22に至る途中でこれら集水口部46から落下する雨水Wもある。   Further, since a plurality of water collecting port portions 46 are formed in the middle of the guide path 45, there is also rain water W that falls from these water collecting port portions 46 on the way to the large capacity water collecting port portion 22.

リブ部を傾斜させていない標準の雨水桝蓋X(格子状蓋)、前述の車線方向と斜めに交差する方向にリブ部を形成してリブ部間を集水口部とした雨水桝蓋Y、本願考案の雨水桝蓋Zとの集水効率を、同一の条件下で試験した。図6は試験装置台に雨水桝蓋Zを装着した状態の平面図、図7は正面断面図、図8は側面断面図である。   A standard rainwater lid X (lattice lid) with no ribs inclined, a rainwater lid Y that forms ribs in a direction that obliquely intersects the lane direction described above, and uses a gap between the ribs as a water collecting port, The water collection efficiency with the rainwater lid Z of the present invention was tested under the same conditions. FIG. 6 is a plan view of a state in which the rainwater jar lid Z is mounted on the test apparatus table, FIG. 7 is a front sectional view, and FIG. 8 is a side sectional view.

試験条件
1.雨水桝蓋の試験装置台(木製)
・試験装置台上面の道路進行方向勾配:5%
・試験装置台上面の幅員勾配:2%
2.流水方法
集中豪雨を80mm/hとして、試験装置台の大きさから18リットルの水を1秒で雨水桝蓋に向けて左方から流した。また、試験に使用した供試材は下記(表1)の通りである。また試験結果は下記(表2)の通りである。なお、この試験では雨水桝蓋から落下した水量を直接的に測定するのではなく、雨水桝蓋から落下せずに雨水桝蓋を越流して試験装置台の排出面71b(後述する下流側端部)からの流出水量(流れ出た水量:リットル)を測定することで、間接的に集水効率を測定することとした。
Test conditions Rainwater lid test equipment stand (wooden)
・ Road gradient in the road direction on the upper surface of the test equipment table: 5%
-Width gradient on the upper surface of the test equipment table: 2%
2. Flowing water method Concentrated heavy rain was set at 80 mm / h, and 18 liters of water from the size of the test apparatus table was flowed from the left toward the rainwater lid in 1 second. Moreover, the test materials used for the test are as follows (Table 1). The test results are as follows (Table 2). In this test, the amount of water dropped from the rainwater lid is not directly measured, but the rainwater lid is overflowed without falling from the rainwater lid, and the discharge surface 71b (a downstream end described later) The water collection efficiency was indirectly measured by measuring the amount of effluent from (Part)).

符号70は試験装置台を示し、符号71はその枠部を示し、その後壁面71aが境界ブロックの機能を有し、側壁71bの後壁面71a側を切欠いて試験装置台70の底面70aと面一の前記排出面71cを形成している。符号72は堰部材を示し、長手方向A一方側から流す水(雨水W)が前側に流れるのを防止している。

Figure 0003118236
Figure 0003118236
さらに、所定の強度に耐え得るか否かの荷重試験も行っており、雨水桝蓋X,Y,Zともにクリアーしていることが確認されている。 Reference numeral 70 indicates a test apparatus base, reference numeral 71 indicates a frame portion thereof, and the wall surface 71a thereafter has a function of a boundary block, and the rear wall surface 71a side of the side wall 71b is cut away to be flush with the bottom surface 70a of the test apparatus base 70. The discharge surface 71c is formed. Reference numeral 72 denotes a weir member, which prevents water (rain water W) flowing from one side in the longitudinal direction A from flowing to the front side.
Figure 0003118236
Figure 0003118236
In addition, a load test is conducted to determine whether or not it can withstand a predetermined strength, and it has been confirmed that all of the rainwater lids X, Y, and Z are clear.

上記(表2)に示すように、流出水量の平均(試験体No3,4,5の平均)は、それぞれ、
・雨水桝蓋X(0.65):3.3%
・雨水桝蓋Y(0.56):2.8%
・雨水桝蓋Z(0.38):1.9%
であるから、雨水桝蓋Z(本願考案)が、最も集水効率が高いことがわかる。また、雨水桝蓋Zは、雨水桝蓋X(標準)に比較して、開口率が低いにもかかわらず、雨水桝蓋を越流する水量が少ない、すなわち集水効率が良好であることがわかる。
As shown in the above (Table 2), the average amount of effluent water (average of specimens Nos. 3, 4, and 5) is
・ Rainwater lid X (0.65): 3.3%
・ Rainwater lid Y (0.56): 2.8%
・ Rainwater lid Z (0.38): 1.9%
Therefore, it can be seen that the rainwater cover Z (the present invention) has the highest water collection efficiency. In addition, the rainwater cover Z has a small amount of water that overflows the rainwater cover even though the opening ratio is lower than that of the rainwater cover X (standard), that is, the water collection efficiency is good. Recognize.

このような集水効率が良好になった要因として、流量の多い境界部側に大容量集水口部へ雨水を案内する傾斜ないし湾曲した複数のリブ部を設けたこと、このリブ部の縦壁面を雨水の案内壁面としたことで雨水が大容量集水口に円滑に案内されるようになったこと、傾斜ないし湾曲したリブ部の案内路に集水口を形成したこと、さらには、面取りによって雨水の落下が円滑に行われること等が主として大きな要因であると考えられる。   The reason why such water collection efficiency is improved is that a plurality of inclined or curved rib portions for guiding rainwater to the large-capacity water collection port portion are provided on the boundary side where the flow rate is large, and the vertical wall surface of the rib portion. The rainwater guide wall is used to smoothly guide the rainwater to the large-capacity water collection port, the water collection port is formed in the guide path of the inclined or curved rib, and the rainwater is chamfered. It is thought that the main factor is that the fall of the water is smoothly performed.

本考案の雨水桝蓋の受枠に取付けた状態の平面図。The top view of the state attached to the receiving frame of the rainwater jar cover of this invention. 同じく図1の(a)−(a)線断面図。Similarly (a)-(a) sectional view taken on the line of FIG. 同じく図1の(b)―(b)線断面図。FIG. 2 is a cross-sectional view taken along the line (b)-(b) in FIG. 1. 同じく図1の(c)―(c)線断面図Similarly, (c)-(c) cross-sectional view of FIG. 同じく図1の(d)―(d)線断面図Similarly, (d)-(d) sectional view of FIG. 同じく試験状態の平面図。The top view of a test state similarly. 同じく正面断面図。Similarly front sectional drawing. 同じく側面断面図。Similarly side sectional drawing.

符号の説明Explanation of symbols

1…雨水桝蓋、2…車道、3…歩道、5…受枠、6…ヒンジ部材、8…蓋本体、10…枠体部、11…底壁部、12…長手方向壁部、13,14…幅方向壁部、15…高位置領域、16…勾配領域、17…境界部、18…支持面、20,21…係止部、22…大容量集水口部、23,24…第一リブ部、25,26…第二リブ部、27,28…第三リブ部、30…基端部、31…基端部、32…内壁面、33…矩形切欠、35…外周壁部、40…先端部、45…案内路、46…集水口部、47,48…長手方向リブ部、50…溝、52,53…面取り、55…小突起、60,61…縦壁面、A…長手方向、B…幅方向、W…雨水   DESCRIPTION OF SYMBOLS 1 ... Rainwater cover, 2 ... Roadway, 3 ... Sidewalk, 5 ... Receiving frame, 6 ... Hinge member, 8 ... Led body, 10 ... Frame body part, 11 ... Bottom wall part, 12 ... Longitudinal wall part, 13,14 DESCRIPTION OF SYMBOLS Width direction wall part, 15 ... High position area | region, 16 ... Gradient area | region, 17 ... Boundary part, 18 ... Support surface, 20, 21 ... Locking part, 22 ... Large-capacity water collection port part, 23, 24 ... 1st rib Part, 25, 26 ... second rib part, 27, 28 ... third rib part, 30 ... base end part, 31 ... base end part, 32 ... inner wall surface, 33 ... rectangular notch, 35 ... outer peripheral wall part, 40 ... Tip part 45 ... Guide path 46 ... Water collecting port part 47,48 ... Longitudinal rib part 50 ... Groove 52,53 ... Chamfering 55 ... Small protrusion 60,61 ... Vertical wall surface A ... Longitudinal direction B ... Width direction, W ... Rainwater

Claims (5)

車道と歩道との境界部に沿って埋設されている側溝にその長手方向に間隔を置いて設置され、長手方向壁部とこれに直交する方向の幅方向壁部を有する矩形の蓋本体を設け、蓋本体における歩道側領域に集水口部を設け、垂直方向の縦壁面を有する複数のリブ部を間隔を置いて設けてリブ部間を前記歩道側領域の集水口部とは別の集水口部としている雨水枡蓋であって、
前記複数のリブ部の一端部を幅方向に間隔を置いて配置し、リブ部の他端部を長手方向に間隔を置いて歩道側領域の集水口部の近傍に配置して、リブ部を幅方向壁部と長手方向壁部に亙していることを特徴とする雨水桝蓋。
A rectangular lid body having a longitudinal wall portion and a width direction wall portion perpendicular to the longitudinal wall portion is provided in a side groove embedded along the boundary between the roadway and the sidewalk. A water collecting port portion is provided in the sidewalk side region of the lid body, and a plurality of rib portions having vertical vertical wall surfaces are provided at intervals, and a space between the rib portions is different from the water collecting port portion of the sidewalk side region. The rainwater lid that is part of
One end portion of the plurality of rib portions is arranged at intervals in the width direction, and the other end portion of the rib portions is arranged in the vicinity of the water collecting port portion of the sidewalk side region at intervals in the longitudinal direction. A rainwater lid covering the wall in the width direction and the wall in the longitudinal direction.
別の集水口部を形成する複数のリブ部は、長手方向と幅方向との中間方向で且つ車道側に向けて突となるよう湾曲していることを特徴とする請求項1記載の雨水桝蓋。 The rainwater tank according to claim 1, wherein the plurality of rib portions forming another water collecting port portion are curved so as to project toward the roadway side in an intermediate direction between the longitudinal direction and the width direction. lid. 別の集水口部を形成するリブ部が、蓋本体の長手方向中心に対して長手方向両側にそれぞれ複数設けられることで、長手方向中心を中心とした対称形状に形成されていることを特徴とする請求項1または請求項2記載の雨水桝蓋。 A plurality of rib portions forming another water collecting port portion are provided on both sides in the longitudinal direction with respect to the longitudinal center of the lid body, and are formed in a symmetrical shape with the longitudinal center as the center. The rainwater lid according to claim 1 or claim 2. リブ部間を長手方向に亙す複数の長手方向リブ部が設けられ、これら長手方向リブ部の間がさらに別の集水口部とされていることを特徴とする請求項3記載の雨水桝蓋。 4. A rainwater lid according to claim 3, wherein a plurality of longitudinal rib portions are provided between the rib portions in the longitudinal direction, and a further water collecting port portion is provided between the longitudinal rib portions. . 各リブ部にはその離間方向両側の上部に面取りが形成されていることを特徴とする請求項1ないし請求項4の何れかに記載の雨水桝蓋。 5. A rainwater lid according to any one of claims 1 to 4, wherein each rib portion is formed with chamfers at upper portions on both sides in the separation direction.
JP2005009177U 2005-11-02 2005-11-02 Rainwater lid Expired - Fee Related JP3118236U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017101378A (en) * 2015-11-30 2017-06-08 ゴトウコンクリート株式会社 Forming method of new road with bicycle traffic zone
KR101973983B1 (en) * 2018-10-08 2019-04-30 전경근 Trench cover and l-type concrete block equipped with this, and construction method of l-type concrete block

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017101378A (en) * 2015-11-30 2017-06-08 ゴトウコンクリート株式会社 Forming method of new road with bicycle traffic zone
KR101973983B1 (en) * 2018-10-08 2019-04-30 전경근 Trench cover and l-type concrete block equipped with this, and construction method of l-type concrete block

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