JP2012012827A - Gutter cover, installation method for the same and gutter - Google Patents

Gutter cover, installation method for the same and gutter Download PDF

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JP2012012827A
JP2012012827A JP2010149953A JP2010149953A JP2012012827A JP 2012012827 A JP2012012827 A JP 2012012827A JP 2010149953 A JP2010149953 A JP 2010149953A JP 2010149953 A JP2010149953 A JP 2010149953A JP 2012012827 A JP2012012827 A JP 2012012827A
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flange portion
side wall
plate
anchor bolt
side groove
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JP5704847B2 (en
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Hiroki Hori
弘樹 堀
Yuki Mitsuida
祐樹 三井田
Takahiro Eriguchi
敬弘 江里口
Tetsuya Kawano
哲也 川野
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Hinode Ltd
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Hinode Ltd
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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Abstract

PROBLEM TO BE SOLVED: To provide a gutter cover, an installation method for the same and a gutter that facilitate sloping construction adapted to a road surface and can suppress rattles caused by vehicle passage.SOLUTION: A gutter cover for covering an upper part opening in a gutter body 1 buried underground is provided with: a cover member 9 including a top plate part 9a exposed to a road surface, a side plate part 9b extending downward continuously from both side edges of the top plate part 9a, and a flange part 9c that extends to the outside from the lower end of the side plate part 9b and projects having a step difference with the top plate part 9a; and joint devices 2, 4, 13 for joining the side wall upper end surface in the gutter body 1 and the flange part 9c of the cover member.

Description

本発明は、側溝蓋及びその設置方法並びに側溝に関するものである。   The present invention relates to a gutter lid, a method for installing the gutter lid, and a gutter.

近年、車道と歩道との境界面に敷設される側溝として、暗渠の上面に雨水流入口をスリット状に長手方向全長にわたって形成した暗渠型側溝が使用されている（例えば特許文献１参照）。また、門型の側溝により、側溝内の流路の傾斜を自由に設定されるものが使用されている（例えば特許文献２参照）。   2. Description of the Related Art In recent years, a culvert type side groove in which a rainwater inlet is formed in a slit shape over the entire length in the longitudinal direction is used as a side groove laid on the boundary surface between a roadway and a sidewalk (see, for example, Patent Document 1). In addition, a gate-shaped side groove is used in which the inclination of the flow path in the side groove is freely set (see, for example, Patent Document 2).

しかしながら、特許文献１に記載の暗渠型側溝では、流路の傾斜が道路の傾斜と異なる場合、道路の路面に合わせた傾斜施工に対応することが困難である。また、スリット状の雨水流入口なので、排水能力は低い。   However, in the culvert type side groove described in Patent Document 1, when the inclination of the flow path is different from the inclination of the road, it is difficult to cope with the inclination construction adapted to the road surface of the road. Moreover, since it is a slit-shaped rainwater inlet, drainage capacity is low.

一方、特許文献２に記載の門型側溝は、道路傾斜に対応可能であるが、重量のある側溝自体を調整する必要があるため、手間がかかり取扱い性が悪い。また、上部の開口にグレーチングやコンクリート蓋を設置する必要があるため、車両の通行によりガタつきが発生する。   On the other hand, although the portal side gutter described in Patent Document 2 can cope with road inclination, it is necessary to adjust the heavy gutter itself, which is troublesome and poor in handling. In addition, since it is necessary to install a grating or a concrete lid in the upper opening, rattling occurs due to the passage of the vehicle.

実用新案登録第３０２５３８２号公報Utility Model Registration No. 3025382 特公平７−４５７５３号公報Japanese Examined Patent Publication No. 7-45753

本発明は、上記従来技術を考慮したものであって、流路の傾斜が道路の傾斜と異なる場合、道路の傾斜にあわせた傾斜施工が容易に行えるとともに、車両の通過によるガタつきを抑えることができる側溝蓋及びその設置方法並びに側溝を提供することを目的とする。   The present invention takes the above-mentioned conventional technology into consideration, and when the inclination of the flow path is different from the inclination of the road, the inclination construction according to the inclination of the road can be easily performed, and rattling due to the passage of the vehicle is suppressed. An object of the present invention is to provide a side groove lid that can be used, a method for installing the same, and a side groove.

前記目的を達成するため、請求項１の発明では、地中に埋設された側溝本体の上側開口部を覆う側溝蓋であって、路面に露出する天板部と、該天板部の両側縁から連続して下側に延びる側板部と、該側板部の下端から外方に延び、前記天板部と段差を有して突出するフランジ部とを含む、蓋材と、前記側溝本体の側壁上端面と前記蓋材のフランジ部とを接合するための接合装置とを備えたことを特徴とする側溝蓋を提供する。   In order to achieve the above object, according to the first aspect of the present invention, there is provided a side groove cover for covering the upper side opening of the side groove main body embedded in the ground, the top plate portion exposed on the road surface, and both side edges of the top plate portion. A lid member including a side plate portion continuously extending downward from the bottom plate, a flange portion extending outwardly from a lower end of the side plate portion and protruding with a step, and a side wall of the side groove body A gutter lid comprising a joining device for joining an upper end surface and a flange portion of the lid member is provided.

請求項２の発明では、請求項１の発明において、前記接合装置は、前記側溝本体の側壁上端面から上方に延び、前記フランジ部に設けた貫通孔を貫通するアンカーボルトと、前記アンカーボルトに沿って螺合しながら上下動可能であり、前記フランジ部の下面に当接され、前記蓋材の高さを調整するための高さ調整部材と、前記側壁上端面と前記フランジ部の下面との間に配設される接合材とを備えたことを特徴としている。
請求項３の発明では、請求項２の発明において、前記接合材はモルタルであることを特徴としている。 According to a second aspect of the present invention, in the first aspect of the invention, the joining device includes an anchor bolt that extends upward from an upper end surface of the side wall of the side groove main body and penetrates a through hole provided in the flange portion, and the anchor bolt. A height adjusting member for adjusting the height of the lid member, the upper end surface of the side wall, and the lower surface of the flange portion. And a bonding material disposed between the two.
According to a third aspect of the invention, in the second aspect of the invention, the bonding material is mortar.

請求項４の発明では、請求項３に記載の側溝蓋の設置方法であって、前記側壁上端面に前記アンカーボルトを設置し、前記アンカーボルトに前記高さ調整部材を螺合し、外板、内板を前記側壁上端面よりも上方に突出させて前記側壁の外表面、内表面にそれぞれ密着させ、前記外板及び内板を互いに固定し、前記貫通孔に前記アンカーボルトを挿通して前記フランジ部を前記高さ調整部材に載置し、前記高さ調整部材を前記アンカーボルトに沿って上下動させ、前記蓋材の高さ及び傾きを調整し、前記外板、前記内板、前記フランジ部、及び前記側壁上端面で囲まれた空隙部に前記モルタルを充填し、前記モルタルが固化した後、少なくとも前記外板を除去し、前記天板部の上面が路面に露出するように側溝蓋の周囲を舗装することを特徴とする側溝蓋の設置方法を提供する。   According to a fourth aspect of the present invention, there is provided the method of installing the side groove cover according to the third aspect, wherein the anchor bolt is installed on the upper end surface of the side wall, the height adjusting member is screwed onto the anchor bolt, and an outer plate The inner plate protrudes above the upper end surface of the side wall and is brought into close contact with the outer surface and the inner surface of the side wall, the outer plate and the inner plate are fixed to each other, and the anchor bolt is inserted into the through hole. The flange portion is placed on the height adjustment member, the height adjustment member is moved up and down along the anchor bolt, the height and inclination of the lid member are adjusted, the outer plate, the inner plate, Fill the gap portion surrounded by the flange portion and the upper end surface of the side wall with the mortar, and after the mortar has solidified, remove at least the outer plate and expose the top surface of the top plate portion to the road surface. It is characterized by paving around the gutter lid To provide a method of installing the gutter cover that.

請求項５の発明では、請求項３に記載の側溝蓋の設置方法であって、前記側壁上端面に前記アンカーボルトを設置し、前記アンカーボルトに前記高さ調整部材を螺合し、前記貫通孔に前記アンカーボルトを挿通して前記フランジ部を前記高さ調整部材に載置するとともに、前記側板部の内表面に密着して下方に延びる内板を前記側壁の内表面に密着させ、前記高さ調整部材を前記アンカーボルトに沿ってそれぞれ上下動させ、前記蓋材の高さ及び傾きを調整し、外板を前記フランジ部の側面に接するように前記側壁の外表面に密着させ、前記外板、前記内板、前記フランジ部、及び前記側壁上端面で囲まれた空隙部に前記モルタルを充填し、前記モルタルが固化した後、少なくとも前記外板を除去し、前記天板部の上面が路面に露出するように側溝蓋の周囲を舗装することを特徴とする側溝蓋の設置方法を提供する。   According to a fifth aspect of the present invention, there is provided the method of installing the side groove cover according to the third aspect, wherein the anchor bolt is installed on the upper end surface of the side wall, the height adjusting member is screwed onto the anchor bolt, and the penetration The anchor bolt is inserted into the hole and the flange portion is placed on the height adjusting member, and an inner plate that is in close contact with the inner surface of the side plate portion and extends downward is in close contact with the inner surface of the side wall, Height adjustment members are moved up and down along the anchor bolts respectively, the height and inclination of the lid member are adjusted, and the outer plate is brought into close contact with the outer surface of the side wall so as to contact the side surface of the flange portion. The mortar is filled in the space surrounded by the outer plate, the inner plate, the flange portion, and the side wall upper end surface, and after the mortar is solidified, at least the outer plate is removed, and the upper surface of the top plate portion To be exposed on the road It provides a method of installing the gutter cover, which comprises paving around the gutter cover.

また、請求項６の発明では、上側が開放された断面Ｕ字形状であり、地中に埋設された側溝本体と、路面に露出する天板部と、該天板部の両側縁から連続して下側に延びる側板部と、該側板部の下端から外方に延び、前記天板部と段差を有して突出するフランジ部とを含む、蓋材と、前記側溝本体の側壁上端面と前記フランジ部の下面とを接合するための接合装置とを備えたことを特徴とする側溝を提供する。   In the invention of claim 6, the U-shaped cross section is open on the upper side, and is continuous from the side groove body embedded in the ground, the top plate exposed on the road surface, and both side edges of the top plate. A lid member including a side plate portion extending downward and a flange portion extending outward from a lower end of the side plate portion and protruding with a step, and an upper end surface of the side wall of the side groove main body. A gutter comprising a joining device for joining the lower surface of the flange portion is provided.

請求項１の発明によれば、側溝本体が地中に埋設され、路面に露出しているのは蓋材の天板部であり、側溝本体と蓋材とが接合され一体となっているため、車両の通行によってガタつきが発生することを抑制することができる。   According to the first aspect of the present invention, the gutter body is embedded in the ground and exposed to the road surface is the top plate portion of the lid material, and the gutter body and the lid material are joined and integrated. It is possible to prevent the rattling from occurring due to the passage of the vehicle.

請求項２の発明によれば、高さ調整部材を設けてフランジ部の高さを調整することにより、結果として蓋材を傾かせることができるので、流路の傾斜が道路の傾斜と異なる場合、道路の傾斜にあわせた傾斜施工を容易に行うことができる。
請求項３の発明によれば、接合材はモルタルであるため、確実に蓋材と側溝本体とを接合することができるとともに、施工が容易である。 According to the second aspect of the present invention, by providing the height adjusting member and adjusting the height of the flange portion, the lid member can be inclined as a result, so that the inclination of the flow path is different from the inclination of the road In addition, it is possible to easily perform the slope construction according to the slope of the road.
According to invention of Claim 3, since a joining material is mortar, while being able to join a cover material and a gutter main body reliably, construction is easy.

請求項４の発明によれば、互いに固定された外板及び内板と、アンカーボルトを介して互いに固定されたフランジ部及び側壁とで囲まれた空隙部を形成し、ここにモルタルを充填するため、モルタルがはみ出ることなく、確実にフランジ部と側溝本体の側壁とを接合することができる。このようにして側溝本体と蓋材とを接合することで、高さ調整部材でフランジ部の高さを調整すること、及び天板部の上面を露出させることと相俟って、道路の傾斜にあわせた傾斜施工が容易に行えるとともに、車両の通過によるガタつきを抑えることができる。   According to invention of Claim 4, the space | gap part enclosed with the outer plate and inner plate which were mutually fixed, and the flange part and side wall which were mutually fixed via the anchor bolt was formed, and this is filled with mortar. For this reason, the flange portion and the side wall of the side groove main body can be reliably joined without the mortar protruding. By joining the gutter body and the lid material in this way, the height of the flange portion is adjusted by the height adjusting member, and the top surface of the top plate portion is exposed, and the inclination of the road In addition, it is possible to easily perform the slope construction according to the vehicle and to suppress the play due to the passing of the vehicle.

請求項５の発明によれば、外板及び内板と、アンカーボルトを介して互いに固定されたフランジ部及び側壁上端面とで囲まれた空隙部を形成し、ここにモルタルを充填するため、モルタルがはみ出ることなく、確実にフランジ部と側溝本体の側壁とを接合することができる。このようにして側溝本体と蓋材とを接合することで、高さ調整部材でフランジ部の高さを調整すること、及び天板部の上面を露出させることと相俟って、道路の傾斜にあわせた傾斜施工が容易に行えるとともに、車両の通過によるガタつきを抑えることができる。   According to the invention of claim 5, in order to form a void surrounded by the outer plate and the inner plate, the flange portion fixed to each other via the anchor bolt and the upper end surface of the side wall, and to fill the mortar there, The flange portion and the side wall of the gutter body can be reliably joined without the mortar protruding. By joining the gutter body and the lid material in this way, the height of the flange portion is adjusted by the height adjusting member, and the top surface of the top plate portion is exposed, and the inclination of the road In addition, it is possible to easily perform the slope construction according to the vehicle and to suppress the play due to the passing of the vehicle.

請求項６の発明によれば、道路の傾斜にあわせた傾斜施工が容易に行えるとともに、車両の通過によるガタつきを抑えることができる側溝を得ることができる。   According to the invention of claim 6, it is possible to obtain a side groove that can easily perform the slope construction in accordance with the slope of the road and can suppress the rattling due to the passage of the vehicle.

本発明に係る側溝蓋の設置方法を順番に示す概略図である。It is the schematic which shows the installation method of the gutter lid which concerns on this invention in order. 本発明に係る側溝蓋の設置方法を順番に示す概略図である。It is the schematic which shows the installation method of the gutter lid which concerns on this invention in order. 本発明に係る側溝蓋の設置方法を順番に示す概略図である。It is the schematic which shows the installation method of the gutter lid which concerns on this invention in order. 本発明に係る側溝蓋の設置方法を順番に示す概略図である。It is the schematic which shows the installation method of the gutter lid which concerns on this invention in order. 本発明に係る側溝蓋及び側溝の概略図である。It is the schematic of the side groove cover and side groove which concern on this invention. 外板と内板の固定状態を示す概略図である。It is the schematic which shows the fixed state of an outer plate and an inner plate. 蓋材の概略平面図である。It is a schematic plan view of a cover material. 蓋材の概略側面図である。It is a schematic side view of a cover material. 本発明に係る側溝蓋の設置方法を既設の側溝に適用する方法を順番に示す概略図である。It is the schematic which shows in order the method of applying the installation method of the side groove cover which concerns on this invention to the existing side groove. 本発明に係る側溝蓋の設置方法を既設の側溝に適用する方法を順番に示す概略図である。It is the schematic which shows in order the method of applying the installation method of the side groove cover which concerns on this invention to the existing side groove. 本発明に係る側溝蓋の設置方法を既設の側溝に適用する方法を順番に示す概略図である。It is the schematic which shows in order the method of applying the installation method of the side groove cover which concerns on this invention to the existing side groove.

図１に示すように、上側が開放された断面Ｕ字形状であって、地中に埋設された長尺の側溝本体１に対し、アンカーボルト２を設置する。具体的には、アンカーボルト２は、側溝本体１を形成する両側の側壁１ａの上部にそれぞれ形成されたアンカー３に埋め込んで設置される。これにより、アンカーボルト２は側壁１ａの上端面（側壁上端面）からそれぞれ上方に延びるように立設される。次に、図２に示すように、アンカーボルト２のそれぞれに高さ調整部材４を螺合する。高さ調整部材４は、アンカーボルト２に沿って螺合しながら上下動可能である。そして、外板５と内板６を配設する。この外板５及び内板６は、側壁１ａの外表面及び内表面に密着し、その上端が側壁上端面よりも上方に位置している。そして、この外板５及び内板６とを互いに固定する。この固定は、例えば図６に示すように、外板５及び内板６にボルト７を挿通し、外板５の外側からナット８で締め付けて行われる。これらのアンカーボルト２、高さ調整部材４、及び後述する接合材１３で側溝本体１の側壁上端面と後述する蓋材９のフランジ部９ｃとを接合するための接合装置が形成されている。   As shown in FIG. 1, the anchor bolt 2 is installed with respect to the elongate gutter | groove main body 1 which is U-shaped cross section with the upper side open | released, and was embed | buried in the ground. Specifically, the anchor bolts 2 are installed by being embedded in anchors 3 formed on the upper portions of the side walls 1a on both sides forming the side groove main body 1, respectively. As a result, the anchor bolt 2 is erected so as to extend upward from the upper end surface (side wall upper end surface) of the side wall 1a. Next, as shown in FIG. 2, the height adjusting member 4 is screwed into each of the anchor bolts 2. The height adjusting member 4 can move up and down while being screwed along the anchor bolt 2. Then, the outer plate 5 and the inner plate 6 are disposed. The outer plate 5 and the inner plate 6 are in close contact with the outer surface and the inner surface of the side wall 1a, and the upper ends thereof are located above the upper end surface of the side walls. Then, the outer plate 5 and the inner plate 6 are fixed to each other. For example, as shown in FIG. 6, this fixing is performed by inserting bolts 7 into the outer plate 5 and the inner plate 6 and tightening with nuts 8 from the outside of the outer plate 5. A joining device for joining the upper end surface of the side wall of the side groove main body 1 and the flange portion 9c of the lid member 9 described later is formed by the anchor bolt 2, the height adjusting member 4, and the joining material 13 described later.

次に、図３に示すように、蓋材（例えばグレーチング）９を準備する。蓋材９の例としては、図７及び図８を参照すれば明らかなように、天板部９ａと、この天板部９ａの両側縁から連続して下側に延びる側板部９ｂと、この側板部９ｂの下端から外方に延び、天板部９ａと段差を有して突出するフランジ部９ｃとを有している。なお、図３〜図５に示す蓋材９は簡略化したものを示し、詳細については図７及び図８に記載している。また、天板部９ａの外縁には外縁枠９ｄが上方に突出して設けられている。蓋材９の材質は例えばダクタイル鋳鉄である。天板部９ａの上面には雨水流入口２０が複数穿設されている。さらに、スリップ防止用の凸部１９が設けられていることが好ましい。図７の例では、天板部９ａには凸部１９が複数備わっている。この蓋材９を高さ調整部材４上に載置する。このとき、アンカーボルト２は、フランジ部９ｃに設けたマーク２１を目印として貫通孔１０を貫通し、挿通される。貫通孔１０は、フランジ部９ｃの長手方向に沿って複数設けられている。図７に示すように貫通孔１０が６個ある場合は、このうち少なくとも４個の貫通孔１０（例えば天板部２ａの長手方向中央部に位置する貫通孔１０を除いた４個）にアンカーボルト２が挿通される。このように、アンカーボルト２はフランジ部２ｃに設けられた複数の貫通孔１０の全てに挿通する必要はない。アンカーボルト２が挿通されない貫通孔１０は、後述するようにモルタルの充填に用いられる。これにより、側溝本体１の上側は蓋材９により覆われる。蓋材９を高さ調整部材４上に載置した状態で、高さ調整部材４をアンカーボルト２に沿って上下動させることにより、フランジ部９ｃの高さを調節することができる。したがって、蓋材９を傾かせることができるので、流路の傾斜が道路の傾斜と異なる場合、道路の傾斜にあわせて天板部９ａを傾かせる傾斜施工を容易に行うことができる。そして、アンカーボルト２にナット１１を螺合させて蓋材９をアンカーボルト２に固定する。上記接合装置２，４，１３と蓋材９で本発明に係る側溝蓋が形成されている。   Next, as shown in FIG. 3, a lid member (eg, grating) 9 is prepared. As an example of the lid member 9, as is apparent with reference to FIGS. 7 and 8, the top plate portion 9 a, the side plate portion 9 b that extends continuously downward from both side edges of the top plate portion 9 a, It has outwardly extending from the lower end of the side plate portion 9b, and has a top plate portion 9a and a flange portion 9c protruding with a step. In addition, the lid | cover material 9 shown in FIGS. 3-5 shows what was simplified, and has described in detail in FIG.7 and FIG.8. Further, an outer edge frame 9d is provided on the outer edge of the top plate portion 9a so as to protrude upward. The material of the lid member 9 is, for example, ductile cast iron. A plurality of rainwater inflow ports 20 are formed on the top surface of the top plate portion 9a. Furthermore, it is preferable that the anti-slip convex part 19 is provided. In the example of FIG. 7, the top plate portion 9 a includes a plurality of convex portions 19. This lid member 9 is placed on the height adjusting member 4. At this time, the anchor bolt 2 is inserted through the through-hole 10 using the mark 21 provided on the flange portion 9c as a mark. A plurality of through holes 10 are provided along the longitudinal direction of the flange portion 9c. When there are six through-holes 10 as shown in FIG. 7, anchors to at least four of these through-holes 10 (for example, four excluding the through-hole 10 located in the longitudinal center of the top plate 2a). Bolt 2 is inserted. Thus, the anchor bolt 2 does not have to be inserted through all of the plurality of through holes 10 provided in the flange portion 2c. The through hole 10 through which the anchor bolt 2 is not inserted is used for filling mortar as described later. Thereby, the upper side of the gutter body 1 is covered with the lid member 9. The height of the flange portion 9 c can be adjusted by moving the height adjusting member 4 up and down along the anchor bolt 2 in a state where the lid member 9 is placed on the height adjusting member 4. Therefore, since the lid member 9 can be tilted, when the channel is inclined differently from the road, the slope construction for tilting the top plate portion 9a according to the road can be easily performed. Then, the nut 11 is screwed onto the anchor bolt 2 to fix the lid member 9 to the anchor bolt 2. A side groove lid according to the present invention is formed by the joining devices 2, 4, 13 and the lid member 9.

次に、モルタルを充填するための準備として、側板（不図示）を設置する。側板は、フランジ部９ｃ及び側壁１ａの長手方向外側に位置する両端面にそれぞれ密着するように取り付けられる。そして、外板５、内板６、側板、フランジ部９ｃ、側壁上端面で囲まれた空隙部１２に接合材たるモルタル１３（図４参照）を充填する。具体的には、アンカーボルト２が挿通されていない貫通孔１０から流動性が高く無収縮性のモルタル１３を空隙部１２に向けて投入し、充填させる。これにより、側溝本体１の側壁上端面とフランジ部９ｃの下面とが確実に接合される。また、その施工は容易である。すなわち、互いに固定された外板５及び内板６と、アンカーボルト２を介して互いに固定されたフランジ部９ｃ及び側壁１ａとで囲まれた空隙部１２を形成し、ここにモルタル１３を充填するため、モルタル１３が空隙部１２からはみ出ることなく、確実にフランジ部９ｃと側壁１ａとを接合することができる。   Next, a side plate (not shown) is installed as preparation for filling the mortar. The side plates are attached so as to be in close contact with both end faces located on the outer side in the longitudinal direction of the flange portion 9c and the side wall 1a. And the mortar 13 (refer FIG. 4) which is a joining material is filled into the space | gap part 12 enclosed by the outer plate | board 5, the inner plate | board 6, the side plate, the flange part 9c, and the side wall upper end surface. Specifically, a highly fluid and non-shrinkable mortar 13 is introduced from the through hole 10 through which the anchor bolt 2 is not inserted toward the gap 12 and filled. Thereby, the side wall upper end surface of the side groove main body 1 and the lower surface of the flange portion 9c are reliably joined. Moreover, the construction is easy. That is, a gap 12 surrounded by the outer plate 5 and the inner plate 6 fixed to each other, and the flange portion 9c and the side wall 1a fixed to each other via the anchor bolt 2 is formed, and the mortar 13 is filled therein. Therefore, the flange portion 9c and the side wall 1a can be reliably joined without the mortar 13 protruding from the gap portion 12.

モルタル１３が固化した後、図４に示すように、ナット８とともに外板５を取り外す。そして、図５に示すように、天板部９ａの上面が路面に露出するように舗装する。具体的には、まず側板部９ｂに設けられた段差部２３まで土砂１４を埋め戻し、その上側をアスファルト等の舗装材１５で舗装する。なお、舗装を掘削して埋め戻す際は、側板部９ｂに設けられた段差部２３を目印とすることができる。この段差部１５の代わりに側板部９ｂに線を描いてもよい。段差部１５は、便宜的に図５及び図８にのみ表示している。また、図８に示すように、側板部９ｂには雨水を流入させるための貫通孔２２が穿設されている。この貫通孔２２は、側溝１６を設置した周囲の舗装が透水性の場合に、透水した雨水を取り込むためのものである。図５に示した本発明に係る側溝蓋の例では、以上のような設置方法で設置される。このような側溝蓋を有する側溝１６は、側溝本体１が地中に埋設され、路面に露出しているのは蓋材９の天板部９ａであるため、車両の通行によってガタつきが発生することを抑制することができる。   After the mortar 13 is solidified, the outer plate 5 is removed together with the nut 8 as shown in FIG. Then, as shown in FIG. 5, paving is performed so that the upper surface of the top plate portion 9a is exposed on the road surface. Specifically, first, the earth and sand 14 is backfilled up to the step portion 23 provided in the side plate portion 9b, and the upper side thereof is paved with a paving material 15 such as asphalt. When excavating and refilling the pavement, the step portion 23 provided on the side plate portion 9b can be used as a mark. A line may be drawn on the side plate portion 9 b instead of the step portion 15. The step 15 is shown only in FIGS. 5 and 8 for convenience. Moreover, as shown in FIG. 8, the side plate portion 9b is provided with a through hole 22 for allowing rainwater to flow in. This through-hole 22 is for taking in the rainwater which permeate | transmitted when the surrounding pavement in which the side groove | channel 16 was installed is water-permeable. In the example of the gutter lid according to the present invention shown in FIG. 5, it is installed by the above installation method. The side groove 16 having such a side groove cover has the side groove main body 1 buried in the ground, and the top surface portion 9a of the lid member 9 is exposed on the road surface. This can be suppressed.

なお、上述では外板５と内板６とを同時に配設し、これらを互いに固定したが、予め側板部２ｂの内表面に密着して下方に延びる内板６を形成しておき（図５で示す内板６と同様の状態）、フランジ部９ｃを高さ調整部材４に載置するとともに内板６を側壁１ａの内表面に密着させ、この後に外板５及び側板を配設して固定してもよい。このような順番でも、空隙部１２を形成することができる。   In the above description, the outer plate 5 and the inner plate 6 are disposed at the same time and fixed to each other. However, the inner plate 6 that is in close contact with the inner surface of the side plate portion 2b and extends downward is formed in advance (FIG. 5). And the flange portion 9c is placed on the height adjusting member 4, the inner plate 6 is brought into close contact with the inner surface of the side wall 1a, and then the outer plate 5 and the side plate are disposed. It may be fixed. Even in such an order, the gap 12 can be formed.

本発明に係る側溝は、既設の側溝を利用して製造することができる。具体的には、既設の側溝を図１に示すような側溝本体１に加工すれば実現できる。以下にその前加工について説明する。   The side groove according to the present invention can be manufactured using an existing side groove. Specifically, it can be realized by processing an existing side groove into a side groove body 1 as shown in FIG. The pre-processing will be described below.

まずは、図９に示すように、既設の側溝１７を用意する。既設の側溝１７は、断面略Ｕ字形状であり、板状の蓋材を載置するための段差部１８が形成されている。このような既設の側溝１７に対し、図１０に示すように、段差部１８を除去するように側壁１７ａを切断する。この切断は、既設の側溝１７の外側にある舗装材ごと切断して行われる。そして、図１１に示すように、側壁１７ａの上端面を穴開け加工し、アンカー３を形成する。これにより、側溝本体１が形成される。このような前加工を施すことにより、既設の側溝を利用して本発明に係る側溝を形成することができる。このため、容易かつ迅速に既存の側溝を道路の路面にあわせて傾斜施工することができるとともに、車両の通過によるガタつきを抑えるようにすることができる。   First, as shown in FIG. 9, an existing side groove 17 is prepared. The existing side groove 17 has a substantially U-shaped cross section, and is formed with a step portion 18 on which a plate-like lid material is placed. As shown in FIG. 10, the side wall 17a is cut | disconnected so that the level | step-difference part 18 may be removed with respect to such an existing side groove | channel 17. FIG. This cutting is performed by cutting the pavement material outside the existing side groove 17. And as shown in FIG. 11, the upper end surface of the side wall 17a is drilled, and the anchor 3 is formed. Thereby, the gutter main body 1 is formed. By performing such pre-processing, the side groove according to the present invention can be formed using the existing side groove. For this reason, it is possible to easily and quickly construct an existing gutter in accordance with the road surface of the road, and to suppress rattling due to the passage of the vehicle.

１ 側溝本体
１ａ 側壁
２ アンカーボルト
３ アンカー
４ 高さ調整部材
５ 外板
６ 内板
７ ボルト
８ ナット
９ 蓋材
９ａ 天板部
９ｂ 側板部
９ｃ フランジ部
１０ 貫通孔
１１ ナット
１２ 空隙部
１３ モルタル
１４ 土砂
１５ 舗装材
１６ 側溝
１７ 既設の側溝
１８ 段差部
１９ 凸部
２０ 雨水流入口
２１ マーク
２２ 貫通孔
２３ 段差部 DESCRIPTION OF SYMBOLS 1 Side groove body 1a Side wall 2 Anchor bolt 3 Anchor 4 Height adjustment member 5 Outer plate 6 Inner plate 7 Bolt 8 Nut 9 Lid 9a Top plate part 9b Side plate part 9c Flange part 10 Through-hole 11 Nut 12 Cavity part 13 Mortar 14 Sediment 15 Pavement material 16 Side groove 17 Existing side groove 18 Step portion 19 Protrusion portion 20 Rainwater inflow port 21 Mark 22 Through hole 23 Step portion

Claims (6)

地中に埋設された側溝本体の上側開口部を覆う側溝蓋であって、
路面に露出する天板部と、
該天板部の両側縁から連続して下側に延びる側板部と、
該側板部の下端から外方に延び、前記天板部と段差を有して突出するフランジ部とを含む、蓋材と、
前記側溝本体の側壁上端面と前記蓋材のフランジ部とを接合するための接合装置とを備えたことを特徴とする側溝蓋。 A side groove cover that covers the upper side opening of the side groove body embedded in the ground,
A top plate exposed on the road surface;
A side plate portion extending continuously downward from both side edges of the top plate portion;
A lid member that extends outward from the lower end of the side plate portion and includes the top plate portion and a flange portion protruding with a step; and
A side groove lid comprising: a joining device for joining a side wall upper end surface of the side groove body and a flange portion of the lid member. 前記接合装置は、
前記側溝本体の側壁上端面から上方に延び、前記フランジ部に設けた貫通孔を貫通するアンカーボルトと、
前記アンカーボルトに沿って螺合しながら上下動可能であり、前記フランジ部の下面に当接され、前記蓋材の高さを調整するための高さ調整部材と、
前記側壁上端面と前記フランジ部の下面との間に配設される接合材と
を備えたことを特徴とする請求項１に記載の側溝蓋。 The joining device includes:
An anchor bolt that extends upward from the upper end surface of the side wall of the side groove body and penetrates a through hole provided in the flange portion;
A height adjusting member that is vertically movable while being screwed along the anchor bolt, is in contact with the lower surface of the flange portion, and adjusts the height of the lid member;
The side groove cover according to claim 1, further comprising a bonding material disposed between the upper end surface of the side wall and the lower surface of the flange portion. 前記接合材はモルタルであることを特徴とする請求項２に記載の側溝蓋。   The gutter lid according to claim 2, wherein the bonding material is mortar. 請求項３に記載の側溝蓋の設置方法であって、
前記側壁上端面に前記アンカーボルトを設置し、
前記アンカーボルトに前記高さ調整部材を螺合し、
外板、内板を前記側壁上端面よりも上方に突出させて前記側壁の外表面、内表面にそれぞれ密着させ、
前記外板及び内板を互いに固定し、
前記貫通孔に前記アンカーボルトを挿通して前記フランジ部を前記高さ調整部材に載置し、
前記高さ調整部材を前記アンカーボルトに沿って上下動させ、前記蓋材の高さ及び傾きを調整し、
前記外板、前記内板、前記フランジ部、及び前記側壁上端面で囲まれた空隙部に前記モルタルを充填し、
前記モルタルが固化した後、少なくとも前記外板を除去し、
前記天板部の上面が路面に露出するように側溝蓋の周囲を舗装することを特徴とする側溝蓋の設置方法。 It is the installation method of the gutter lid of Claim 3, Comprising:
The anchor bolt is installed on the side wall upper end surface,
The height adjustment member is screwed onto the anchor bolt,
The outer plate and the inner plate are protruded upward from the upper end surface of the side wall to be in close contact with the outer surface and inner surface of the side wall,
Fixing the outer plate and the inner plate to each other;
Inserting the anchor bolt into the through hole and placing the flange portion on the height adjusting member;
The height adjustment member is moved up and down along the anchor bolt to adjust the height and inclination of the lid member,
Filling the mortar into the space surrounded by the outer plate, the inner plate, the flange portion, and the side wall upper end surface,
After the mortar has solidified, remove at least the outer plate,
The side groove cover is installed by paving the periphery of the side groove cover so that the top surface of the top plate is exposed on the road surface. 請求項３に記載の側溝蓋の設置方法であって、
前記側壁上端面に前記アンカーボルトを設置し、
前記アンカーボルトに前記高さ調整部材を螺合し、
前記貫通孔に前記アンカーボルトを挿通して前記フランジ部を前記高さ調整部材に載置するとともに、前記側板部の内表面に密着して下方に延びる内板を前記側壁の内表面に密着させ、
前記高さ調整部材を前記アンカーボルトに沿ってそれぞれ上下動させ、前記蓋材の高さ及び傾きを調整し、
外板を前記フランジ部の側面に接するように前記側壁の外表面に密着させ、
前記外板、前記内板、前記フランジ部、及び前記側壁上端面で囲まれた空隙部に前記モルタルを充填し、
前記モルタルが固化した後、少なくとも前記外板を除去し、
前記天板部の上面が路面に露出するように側溝蓋の周囲を舗装することを特徴とする側溝蓋の設置方法。 It is the installation method of the gutter lid of Claim 3, Comprising:
The anchor bolt is installed on the side wall upper end surface,
The height adjustment member is screwed onto the anchor bolt,
The anchor bolt is inserted through the through hole to place the flange portion on the height adjusting member, and an inner plate extending in close contact with the inner surface of the side plate portion is brought into close contact with the inner surface of the side wall. ,
The height adjustment member is moved up and down along the anchor bolt, respectively, and the height and inclination of the lid member are adjusted,
Adhering the outer plate to the outer surface of the side wall so as to contact the side surface of the flange portion,
Filling the mortar into the space surrounded by the outer plate, the inner plate, the flange portion, and the side wall upper end surface,
After the mortar has solidified, remove at least the outer plate,
The side groove cover is installed by paving the periphery of the side groove cover so that the top surface of the top plate is exposed on the road surface. 上側が開放された断面Ｕ字形状であり、地中に埋設された側溝本体と、
路面に露出する天板部と、
該天板部の両側縁から連続して下側に延びる側板部と、
該側板部の下端から外方に延び、前記天板部と段差を有して突出するフランジ部とを含む、蓋材と、
前記側溝本体の側壁上端面と前記フランジ部の下面とを接合するための接合装置とを備えたことを特徴とする側溝。 A U-shaped cross section with the upper side open, and a gutter body embedded in the ground,
A top plate exposed on the road surface;
A side plate portion extending continuously downward from both side edges of the top plate portion;
A lid member that extends outward from the lower end of the side plate portion and includes the top plate portion and a flange portion protruding with a step; and
A side groove comprising a joining device for joining the upper end surface of the side wall of the side groove body and the lower surface of the flange portion.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108222075A (en) * 2018-03-20 2018-06-29 嘉兴恒力建材科技有限公司 A kind of well lid with natural gas leaking detection function
CN109024843A (en) * 2017-06-08 2018-12-18 苏州爱拼金属制品有限公司 Ground groove
JP2020007765A (en) * 2018-07-06 2020-01-16 高橋土建株式会社 Repairing method of catch basin cover for bridge

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62268429A (en) * 1986-05-16 1987-11-21 Norihiro Umezawa Composite functional pipeline
JPH01156288U (en) * 1988-04-18 1989-10-26
JPH10306490A (en) * 1997-05-06 1998-11-17 Kaneso Kk Fixing device for receiving frame of ditch cover
JP2003184114A (en) * 2001-12-21 2003-07-03 Hinode Ltd Level adjuster of underground structure holding frame and underground structure cover equipped with the lever adjuster

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62268429A (en) * 1986-05-16 1987-11-21 Norihiro Umezawa Composite functional pipeline
JPH01156288U (en) * 1988-04-18 1989-10-26
JPH10306490A (en) * 1997-05-06 1998-11-17 Kaneso Kk Fixing device for receiving frame of ditch cover
JP2003184114A (en) * 2001-12-21 2003-07-03 Hinode Ltd Level adjuster of underground structure holding frame and underground structure cover equipped with the lever adjuster

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109024843A (en) * 2017-06-08 2018-12-18 苏州爱拼金属制品有限公司 Ground groove
CN108222075A (en) * 2018-03-20 2018-06-29 嘉兴恒力建材科技有限公司 A kind of well lid with natural gas leaking detection function
CN108222075B (en) * 2018-03-20 2024-05-14 嘉兴恒力建材科技有限公司 Well lid with natural gas leakage detection function
JP2020007765A (en) * 2018-07-06 2020-01-16 高橋土建株式会社 Repairing method of catch basin cover for bridge

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