JP2005273382A - Side ditch repairing method and side ditch repairing member - Google Patents

Side ditch repairing method and side ditch repairing member Download PDF

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JP2005273382A
JP2005273382A JP2004091437A JP2004091437A JP2005273382A JP 2005273382 A JP2005273382 A JP 2005273382A JP 2004091437 A JP2004091437 A JP 2004091437A JP 2004091437 A JP2004091437 A JP 2004091437A JP 2005273382 A JP2005273382 A JP 2005273382A
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side groove
repairing
mortar
side ditch
repair
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JP3890055B2 (en
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Mikio Takahashi
三樹男 高橋
Yasuo Kobayashi
保夫 小林
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TAKAHASHI DOKEN KK
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TAKAHASHI DOKEN KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a member for use in a method of efficiently repairing only an upper portion of a side ditch without using a form, and to provide a new side ditch repairing method by using the member. <P>SOLUTION: The repairing member is a long metallic edge member formed of a step portion consisting of a front surface portion and a mounting surface portion, and an upper edge forming portion extending rearward from the mounting surface portion and having a downward facing U-shaped opening. The upper edge forming portion has a mortar injection hole 124 formed in an upper surface thereof. The mounting surface portion has a screw hole formed at a predetermined location thereof, and under service conditions, a headless screw is inserted into the screw hole. The side ditch repairing method is comprised of an existing matter removing step of excavating the ground surface adjacent to the target existing side ditch for repairing, to a suitable depth, cutting an upper portion of the side ditch in a suitable range, and drilling a support hole in a cut surface at a predetermined location; a member arranging step of arranging the repairing member on the upper surface of the cut side ditch and inserting a lower portion of the headless bolt into the support hole; a repairing member fixing step of backfilling the excavated portion adjacent to the side ditch and filling mortar or the like on a rear surface of the repairing member; and a finishing step of carrying out finishing of a road surface adjacent to the side ditch and mounting a grating on the repairing member. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、側溝の改修工法及びその工法に使用する改修用部材に関するものである。   The present invention relates to a side groove repair method and a repair member used in the method.

U字溝と称される上部が開口したコンクリート製の道路側溝(以下「側溝体」という)は、開口部分にコンクリート蓋や、或いはグレーチングと称される金属製蓋が装着されている。   A concrete road side groove (hereinafter referred to as a “side groove body”) having an open top called a U-shaped groove is provided with a concrete lid or a metal lid called grating on the opening.

特にコンクリート蓋を使用した道路側溝(側溝体)は、車両の通過による荷重負担や振動を受けるので、経年変化として蓋体や側溝体上部が破損する。そこで破損した側溝体は補修の必要があり、従前においては、側溝体全部を取り替えたり側溝体内部に更に樹脂製U字溝を組み込む工法(特許文献1)が知られている。   In particular, a road side groove (side groove body) using a concrete lid is subjected to load and vibration due to the passage of a vehicle, so that the lid body and the upper side of the side groove body are damaged as aged. Therefore, the damaged side groove body needs to be repaired. Conventionally, a method of replacing the entire side groove body or incorporating a resin U-shaped groove inside the side groove body (Patent Document 1) is known.

しかし前記の工法は、側溝機能を維持するために工事期間中側溝のバイパス路が必要であり、バイパス路構築の煩雑さがある。   However, the above construction method requires a side groove bypass path during the construction period in order to maintain the side groove function, and there is a complexity in constructing the bypass path.

また特開2003−119875号公報(特許文献2)には、従来技術として破損側溝体の上部を除去し、新しい部分を型枠で再構築する手段が開示されており、この型枠使用工事の煩雑さを問題点としてあげ、前記の対策として、側溝蓋を樹脂モルタルで側溝体の受け部に接着し、蓋体の上面及び側溝体の上面を切削し、切削箇所にシート材を貼着し、更に樹脂モルタルで被覆する改修工法が開示されている。   Japanese Patent Laying-Open No. 2003-1-1875 (Patent Document 2) discloses means for removing the upper part of the damaged side groove and reconstructing a new part with a mold as a prior art. As a countermeasure, the side groove lid is bonded to the receiving portion of the side groove body with the resin mortar, the upper surface of the lid body and the upper surface of the side groove body are cut, and a sheet material is adhered to the cutting location. Further, a repair method for coating with resin mortar is disclosed.

実開平3−2085号公報。Japanese Utility Model Publication No. 3-2085. 特開2003−119875号公報。Japanese Patent Application Laid-Open No. 2003-11985.

前記した従前の改修工法のうち、側溝体の上部のみを改修する工法は、側溝機能を保持したままの改修となり、バイパス路の構築を必要としない利点を有しているが、例えば型枠を使用する工事では、型枠の着脱工事が面倒であるし、樹脂モルタルを使用する工法では、車両の走行によって表面の樹脂モルタルが剥離すると、再度の補修が必要であって、耐久性の点で課題を有する。   Among the above-described conventional repair methods, the method of repairing only the upper part of the side groove body has the advantage that the side groove function is maintained and does not require the construction of a bypass path. In the construction to be used, it is troublesome to attach and detach the formwork, and in the construction method using resin mortar, if the resin mortar on the surface is peeled off due to running of the vehicle, it needs to be repaired again, and in terms of durability Has a problem.

またコンクリート蓋体を側溝体の受け部に固定してしまうと、蓋体の開被が不可能となって、側溝清掃などができなくなってしまう。   Further, if the concrete lid is fixed to the receiving portion of the side groove body, the cover body cannot be covered, and the side groove cleaning or the like cannot be performed.

そこで本発明は、蓋体載置部分のみを補修すると共に、補修工事が簡単に且つ効率的になれると共に、特に補修後の蓋体として、耐久性に優れているグレーチングを採用した場合には、グレーチングの装着が確実に且つ正確になされ、堅牢な構造となる新規な側溝の補修工法及びその使用部材を提案したものである。   Therefore, the present invention repairs only the lid mounting part, and the repair work can be easily and efficiently performed.In particular, when a grating having excellent durability is adopted as the lid after repair, The present invention proposes a new method for repairing a side groove and a member for using the same, in which the mounting of the grating is surely and accurately performed and a robust structure is obtained.

本発明に係る側溝改修部材は、側溝体上部に配置する長尺の金属製縁部材で、前面部と前面部上縁から後退させて所定の載置面を確保した載置面部からなる段差部と、載置面部の後方に連続する下方開口コの字状の上縁形成部とを備え、上縁形成部の上面部にモルタル注入孔を形成し、載置面部の所定箇所に螺孔を設けると共に、前記螺孔に無頭ボルトを螺合してなることを特徴とするものである。   The side groove repair member according to the present invention is a long metal rim member disposed at the upper part of the side groove body, and is a stepped portion comprising a placement surface portion that is retracted from the front surface portion and the upper edge of the front surface portion to secure a predetermined placement surface. And a lower opening U-shaped upper edge forming portion continuous behind the placement surface portion, forming a mortar injection hole on the upper surface portion of the upper edge formation portion, and forming a screw hole at a predetermined position of the placement surface portion. In addition, a headless bolt is screwed into the screw hole.

また本発明に係る側溝改修工法は、前記の改修部材を使用するもので、改修対象の既存側溝の隣接地面を適宜深さ掘削し、側溝体の上部を適宜範囲で切除し、切除面の所定箇所に支持穴を掘穿する既存物除去工程と、切除側溝体の上面に、前記改修用部材を、支持穴に無頭ボルトの下部を差し入れて配置する部材配置工程と、側溝隣接掘削箇所の埋め戻しと改修用部材の裏面側にモルタル又はコンクリートを充填する改修部材固定工程と、側溝隣接路面の仕上げ処理と改修部材にグレーチング又はコンクリート蓋体を装着する仕上げ工程からなることを特徴とするものである。   Further, the gutter repair method according to the present invention uses the above-mentioned repair member, excavates the ground adjacent to the existing side gutter to be refurbished to an appropriate depth, cuts out the upper part of the side gutter body in an appropriate range, and determines a predetermined cut surface. An existing object removing step of digging a support hole in a place, a member arranging step of placing the repair member on the upper surface of the excision side groove body by inserting the lower part of the headless bolt into the support hole, and a side groove adjacent excavation place It consists of refurbishment and fixing process for fixing the mortar or concrete on the back side of the refurbishment member, finishing process for the side surface adjacent to the side groove and finishing process for attaching the grating or concrete cover to the refurbishment member. It is.

従って既存側溝体の上面部分(切除部分)に改修用部材を使用して、型枠を用いずにグレーチングやコンクリート蓋体を載置装着可能な構造に補修できたもので、特に無頭ボルトの高さ位置調整で、グレーチング載置面やコンクリート蓋体載置面の水平位置調整が可能であり、且つ前記ボルトがグレーチング固定用ボルトを兼ねることができるものである。   Therefore, it was possible to repair a structure that can be used for mounting and mounting a grating or a concrete lid without using a formwork by using a repair member on the upper surface part (removal part) of the existing side groove body. By adjusting the height position, the horizontal position of the grating mounting surface and the concrete lid mounting surface can be adjusted, and the bolt can also serve as a bolt for fixing the grating.

また本発明(請求項2,3)の改修用部材は、更に段差部の前面部背面に、柔軟性を有するモルタルシール部を設けたり、段差部の載置面部上にゴム質のクッションシート部を設けてなることを特徴とするものである。   In the repair member of the present invention (Claims 2 and 3), a mortar seal portion having flexibility is further provided on the back surface of the step portion, or a rubber cushion sheet portion is provided on the placement surface portion of the step portion. It is characterized by providing.

従って改修用部材の段差部の前面部を側溝体の内側面に添わせることで、改修用部材の裏面側にモルタル等を充填するに際して、モルタル等の漏出がない。またクッションシート部を設けることによって、車両走行によるグレーチングの振動が吸収される。   Therefore, when the front surface of the stepped portion of the repair member is made to follow the inner surface of the side groove body, mortar or the like is not leaked when the back surface of the repair member is filled with mortar or the like. Further, by providing the cushion seat portion, the vibration of grating due to vehicle running is absorbed.

また本発明(請求項5)に係る改修工法は、更に部材配置工程において、側溝隣接掘削箇所内にワイヤーメッシュ部材を配置し、改修部材固定工程において、側溝隣接掘削箇所にモルタル又はコンクリートを打設する第一回打設工事による埋め戻しを行い、第一回打設工事で未充填となる改修部材の上縁形成部内方空間に、モルタル注入孔からモルタル又はコンクリートを注入する第二回打設工事を行ってなるものである。   Further, in the repair method according to the present invention (Claim 5), in the member placement step, a wire mesh member is placed in the side groove adjacent excavation site, and in the repair member fixing step, mortar or concrete is placed in the side groove adjacent excavation site. The second placement in which mortar or concrete is injected from the mortar injection hole into the inner space of the upper edge forming part of the repair member that is unfilled in the first placement construction. It is a construction work.

従って側溝隣接範囲もワイヤーメッシュ入りのモルタル等の構築となり、側溝周囲の堅牢化が図られ、且つ改修用部材へのモルタル等の充填が確実になされる。   Therefore, the side groove adjacent range is also constructed of mortar or the like containing a wire mesh, so that the periphery of the side groove is solidified and the mortar or the like is reliably filled in the repair member.

本発明(請求項1、4)は、以上の構成を採用したことで、型枠を使用せずにグレーチング載置装着が正確になされる構造に簡単に改修できたものである。   According to the present invention (Claims 1 and 4), by adopting the above-described configuration, the structure can be easily modified to a structure in which the grating mounting is accurately performed without using a mold.

また本発明(請求項2)は、改修用部材の段差部の前面部背面に、柔軟性を有するモルタルシール部を設けたもので、モルタル等の打設時の漏出を防止し、漏出モルタルの処理作業を不要として改修工事の効率アップに貢献するものである。   In addition, the present invention (Claim 2) is provided with a flexible mortar seal portion on the back surface of the stepped portion of the repairing member, and prevents leakage at the time of placing mortar, etc. This contributes to improving the efficiency of renovation work by eliminating processing work.

また本発明(請求項3)は、改修用部材の段差部の載置面部上にゴム質のクッションシート部を設けてなるもので、単に補修用部材を採用することで、グレーチング振動吸収機能を付与することができる。   Further, the present invention (Claim 3) is provided with a rubber cushion sheet portion on the mounting surface portion of the step portion of the repair member. By simply employing a repair member, the grating vibration absorbing function can be achieved. Can be granted.

更に本発明(請求項5)は、側溝隣接掘削箇所内にワイヤーメッシュ入りのモルタル等の構築とすることで、側溝周囲を堅牢化し、側溝の耐久性を向上させるものである。   Further, according to the present invention (Claim 5), a mortar containing a wire mesh is constructed in the excavation location adjacent to the side groove, so that the periphery of the side groove is solidified and the durability of the side groove is improved.

次に本発明の実施形態について説明する。実施形態に示した補修用部材1は、側溝体上部に配置でき、且つ側溝蓋となるグレーチング2の載置部となる大きさで、所定単位の長さとした長尺の金属製縁部材である。   Next, an embodiment of the present invention will be described. The repair member 1 shown in the embodiment is a long metal edge member that can be disposed on the upper side of the side groove body and has a size of a predetermined unit in a size that is a placement portion of the grating 2 that serves as a side groove cover. .

その詳細は、グレーチング2の載置箇所となる段差部11と、側溝上端縁となる上縁形成部12を備え、段差部11は、所定高さ(後述する側溝補修工事に際して充分にモルタル型枠として機能する高さ)の前面部111と、前面部111の上縁から後退させて所定の載置面を確保した載置面部112からなり、前面部111の背面下方部分に、スポンジのような柔軟性を有するモルタルシール部113を長手方向全長に設けてなる。更に載置面部112上には、ゴム質のクッションシート部114を設けてなる。   The details are provided with a step portion 11 as a place where the grating 2 is placed and an upper edge forming portion 12 as an upper edge of the side groove. A front surface portion 111 having a height that functions as a front surface portion 111 and a placement surface portion 112 that is retracted from the upper edge of the front surface portion 111 to secure a predetermined placement surface. A flexible mortar seal 113 is provided over the entire length in the longitudinal direction. Further, a rubber cushion sheet portion 114 is provided on the mounting surface portion 112.

また載置面部112の所定箇所(グレーチングの固定部と対応するような位置)に、螺孔115を設けると共に、前記螺孔115に無頭ボルト116を螺合してなる。勿論無頭ボルトは、ナットの螺合が可能であると共に、頂部に操作溝を穿設して回動操作可能にしたものである。   Further, a screw hole 115 is provided at a predetermined position (a position corresponding to the fixing portion of the grating) of the mounting surface portion 112, and a headless bolt 116 is screwed into the screw hole 115. Of course, the headless bolt can be screwed with a nut, and has an operation groove formed at the top so that it can be rotated.

上縁形成部12は、載置面部の後方(外側)に連続して形成されているもので、内側面部121と上面部122と外側面部123を備えた下方開口コの字状断面で、上面部122の適宜位置にモルタル注入孔124を設けてなる。   The upper edge forming portion 12 is formed continuously from the rear (outside) of the placement surface portion, and has a U-shaped cross-section with a lower opening provided with an inner surface portion 121, an upper surface portion 122, and an outer surface portion 123. A mortar injection hole 124 is provided at an appropriate position of the portion 122.

次に前記改修用部材1を使用した側溝の改修工法を、工事手順に沿って説明する。工事は、既存物除去工程、部材配置工程、改修部材固定工程、仕上げ工程の順で行われる。   Next, a method for repairing the side groove using the repair member 1 will be described along construction procedures. The construction is performed in the order of an existing object removal process, a member arrangement process, a repair member fixing process, and a finishing process.

既存物除去工程は、既存の側溝(図3イ)において、改修対象のコンクリート蓋体(グレーチングの場合もある)3を外し、側溝体4の隣接部分の路面舗装(アスファルト)5を剥離し、適宜範囲を適宜深さ(例えば300mmの幅で200mmの深さ)に掘削する。尚剥離した舗装範囲を舗装空間Aとし、掘削範囲を掘削空間Bとする。   In the existing side removal process, in the existing side groove (FIG. 3A), the concrete cover body (which may be a grating) 3 to be repaired is removed, the road pavement (asphalt) 5 adjacent to the side groove body 4 is peeled off, An appropriate range is excavated to an appropriate depth (for example, a width of 300 mm and a depth of 200 mm). The separated pavement area is defined as a pavement space A, and the excavation area is defined as an excavation space B.

そして側溝体4の上部を適宜範囲(改修用部材の全高よりも短い範囲)で切除し、切除面の所定箇所に支持穴41を掘穿する。尚支持穴41は改修用部材1の無頭ボルト116が直立できる深さ及び径とするものである(図3ロ)。   Then, the upper portion of the side groove body 4 is cut out in an appropriate range (a range shorter than the total height of the repair member), and a support hole 41 is dug in a predetermined portion of the cut surface. The support hole 41 has a depth and a diameter that allow the headless bolt 116 of the repairing member 1 to stand upright (FIG. 3B).

部材配置工程は、切除側溝体4aの上面に、前記改修用部材1を配置し、掘削空間B内にワイヤーメッシュ部材6を配置する。改修用部材1は、支持穴41に無頭ボルト116の下方部を差し入れ、無頭ボルト116と螺孔115の螺合位置調整で、改修用部材の水平位置を調整する。この際前面部111は切除側溝体4aの内側面上方部分を覆う形態で、且つモルタルシール部113が切除側溝体4aの内側面に当接するようにしてなる。またワイヤーメッシュ部材6は、なるべく掘削空間Bの中間より下方に位置するように、適宜な脚をかませるようにする(図3ハ)。   In the member arrangement step, the repair member 1 is arranged on the upper surface of the excision side groove body 4a, and the wire mesh member 6 is arranged in the excavation space B. The repair member 1 adjusts the horizontal position of the repair member by inserting the lower portion of the headless bolt 116 into the support hole 41 and adjusting the screwing position of the headless bolt 116 and the screw hole 115. At this time, the front surface portion 111 is configured to cover the upper portion of the inner side surface of the excision side groove body 4a, and the mortar seal portion 113 is in contact with the inner side surface of the excision side groove body 4a. Moreover, the wire mesh member 6 is made to put an appropriate leg so that it may be located below the middle of the excavation space B as much as possible (FIG. 3C).

改修部材固定工程は、2回のモルタル(無収縮モルタルが最適であるが、コンクリートでも良い)7の打設によって行うもので、第一回打設工事は、掘削空間Bにモルタル7を流し込むと、モルタル7は、掘削空間Bを満たすと共に、切除側溝体4aの上端と段差部11の間にも侵入して無頭ボルト116と切除側溝体4aとを一体化させる(図2)。この第一回打設工事において、モルタルシール部113によってモルタル7が漏出することが防止される。   The repair member fixing process is performed by placing two mortars (non-shrinkable mortar is optimal, but concrete may be used) 7. The first placement work is performed when the mortar 7 is poured into the excavation space B. The mortar 7 fills the excavation space B and also penetrates between the upper end of the excision-side groove 4a and the stepped portion 11 to integrate the headless bolt 116 and the excision-side groove 4a (FIG. 2). In this first installation work, the mortar seal portion 113 prevents the mortar 7 from leaking out.

そして前記の第1回打設工事ではモルタル7が改修用部材1の上縁形成部12の内方には達しないので、モルタル注入孔124からモルタル(又はコンクリート)7を注入する第二回打設工事を行って、所望の範囲のモルタル打設をなすものである。   Since the mortar 7 does not reach the inside of the upper edge forming portion 12 of the repairing member 1 in the first placement work, the second placement in which the mortar (or concrete) 7 is injected from the mortar injection hole 124. The installation work is performed and mortar is placed within a desired range.

仕上げ工程は、側溝隣接路面の仕上げ処理と改修用部材1へのグレーチング2の装着で、モルタルが固化した後に、舗装空間Aにアスファルト8を敷設して再舗装を行うものである。更に改修用部材1がグレーチング2の装着受け部となるので、載置面部112上にグレーチング2を載置し、グレーチング2の固定部に無頭ボルト116を挿通してナットを螺合し、グレーチング2を改修された側溝に装着するものである。   In the finishing process, the asphalt 8 is laid in the pavement space A and re-paved after the mortar is solidified by finishing the side surface adjacent to the side groove and attaching the grating 2 to the repair member 1. Further, since the repairing member 1 becomes a mounting receiving portion of the grating 2, the grating 2 is placed on the placing surface portion 112, a headless bolt 116 is inserted into the fixing portion of the grating 2, and a nut is screwed into the grating. 2 is installed in the modified gutter.

従って側溝の改修は、損傷の少ない既存の側溝体下方部分をそのまま残し、排水機能を維持した状態での工事ができたものであり、而も改修側溝は、側溝隣接部分も側溝体と一体化され、側溝の耐久性を著しく向上させるものである。更にクッションシート部114によってグレーチング振動吸収機能を付与することができたものである。   Therefore, the renovation of the side groove was completed while maintaining the drainage function while leaving the lower part of the existing side groove body with little damage intact, and the side groove adjacent to the side groove was integrated with the side groove body. Therefore, the durability of the side groove is remarkably improved. Further, the grating vibration absorbing function can be provided by the cushion sheet portion 114.

前記した実施形態は、蓋体としてグレーチングを採用した例を示したが、コンクリート蓋体を採用しても良い。この場合にはグレーチングの厚みとコンクリートの厚みの相違を考慮して、コンクリート蓋体に対応する補修部材を採用すれば良いもので、載置面に突出する無頭ボルトはコンクリート蓋体装着前に切除すれば良い。   Although the above-described embodiment has shown an example in which grating is adopted as a lid, a concrete lid may be adopted. In this case, considering the difference between the thickness of the grating and the thickness of the concrete, a repair member corresponding to the concrete lid may be used. It should be excised.

本発明の補修用部材の実施形態の一部斜視図。The partial perspective view of the embodiment of the member for repair of the present invention. 同使用状態の説明図。Explanatory drawing of the same use state. 本発明工法の工程説明図で(イ)は改修前を示し(ロ)は既存物除去工程後の状態を示し(ハ)は部材配置工程後の状態を示し(ニ)は改修終了時の状態を示す。(B) shows the state after the existing object removal process (c) shows the state after the member placement process (d) shows the state at the end of the repair. Indicates.

符号の説明Explanation of symbols

1 補修用部材
11 段差部
111 前面部
112 載置面部
113 モルタルシール部
114 クッションシート部
115 螺孔
116 無頭ボルト
12 上縁形成部
121 内側面部
122 上面部
123 外側面部
124 モルタル注入孔
2 グレーチング(新設)
3 コンクリート蓋体(既存)
4 既存側溝体
4a 切除側溝体
41 支持穴
5 アスファルト舗装(既存)
6 ワイヤーメッシュ部材
7 モルタル
8 アスファルト舗装(改修)
DESCRIPTION OF SYMBOLS 1 Repairing member 11 Step part 111 Front surface part 112 Mounting surface part 113 Mortar seal part 114 Cushion seat part 115 Screw hole 116 Headless bolt 12 Upper edge formation part 121 Inner side surface part 122 Upper surface part 123 Outer side part 124 Mortar injection hole 2 Grating ( Newly established)
3 Concrete lid (existing)
4 Existing side groove 4a Cut side groove 41 Support hole 5 Asphalt pavement (existing)
6 Wire mesh member 7 Mortar 8 Asphalt pavement (renovation)

Claims (6)

側溝体上部に配置する長尺の金属製縁部材で、前面部と前面部上縁から後退させて所定の載置面を確保した載置面部からなる段差部と、載置面部の後方に連続する下方開口コの字状の上縁形成部とを備え、上縁形成部の上面部にモルタル注入孔を形成し、載置面部の所定箇所に螺孔を設けると共に、前記螺孔に無頭ボルトを螺合してなることを特徴とする側溝改修用部材。   A long metal rim member placed at the top of the side groove body, which is continuous from the front part and the step part made up of a mounting surface part that secures a predetermined mounting surface by retreating from the upper edge of the front part and the rear of the mounting surface part A lower opening U-shaped upper edge forming portion, a mortar injection hole is formed in the upper surface portion of the upper edge forming portion, a screw hole is provided at a predetermined position of the mounting surface portion, and the screw hole is headless. A member for repairing a side groove formed by screwing a bolt. 段差部の前面部背面に、柔軟性を有するモルタルシール部を設けてなる請求項1記載の側溝改修用部材。   The side groove repair member according to claim 1, wherein a mortar seal portion having flexibility is provided on the back surface of the front portion of the step portion. 段差部の載置面部上にゴム質のクッションシート部を設けてなる請求項1又は2記載の側溝改修用部材。   The gutter repair member according to claim 1 or 2, wherein a rubber cushion sheet portion is provided on the mounting surface portion of the step portion. 改修対象の既存側溝の隣接地面を適宜深さ掘削し、側溝体の上部を適宜範囲で切除し、切除面の所定箇所に支持穴を掘穿する既存物除去工程と、切除側溝体の上面に、請求項1乃至3記載のいずれかの改修部材を、支持穴に無頭ボルトの下部を差し入れて配置する部材配置工程と、側溝隣接掘削箇所の埋め戻しと改修部材の裏面側にモルタル又はコンクリートを充填する改修部材固定工程と、側溝隣接路面の仕上げ処理と改修部材にグレーチング又はコンクリート蓋を装着する仕上げ工程からなることを特徴とする側溝改修工法。   Excavation of the ground adjacent to the existing side groove to be repaired to an appropriate depth, excising the upper part of the side groove body in an appropriate range, drilling a support hole at a predetermined location on the cut surface, and an upper surface of the cut side groove body 4. A member arranging step in which the modified member according to any one of claims 1 to 3 is disposed by inserting a lower portion of a headless bolt into a support hole, backfilling of a side groove adjacent excavation site, and mortar or concrete on the rear surface side of the modified member. A side groove repairing method comprising: a repair member fixing step of filling a surface, a finishing process of a road surface adjacent to the side groove, and a finishing step of attaching a grating or a concrete lid to the repair member. 部材配置工程において、側溝隣接掘削箇所内にワイヤーメッシュ部材を配置し、改修部材固定工程において、側溝隣接掘削箇所にモルタル又はコンクリートを打設する第一回打設工事による埋め戻しを行い、第一回打設工事で未充填となる改修部材の上縁形成部内方空間に、モルタル注入孔からモルタル又はコンクリートを注入する第二回打設工事を行ってなる請求項4記載の側溝改修工法。   In the member placement process, the wire mesh member is placed in the side groove adjacent excavation point, and in the repair member fixing step, backfilling is performed by the first placement work in which mortar or concrete is placed in the side groove adjacent excavation point. The gutter repair method according to claim 4, wherein a second placement work is performed in which mortar or concrete is injected from a mortar injection hole into the space inside the upper edge forming portion of the repair member that is unfilled in the turn placement work. 側溝隣接路面の仕上げをアスファルト舗装としてなる請求項4又は5記載の側溝改修工法。   The side groove repair method according to claim 4 or 5, wherein the finishing of the road surface adjacent to the side groove is asphalt pavement.
JP2004091437A 2004-03-26 2004-03-26 Gutter repair method and gutter repair material Expired - Lifetime JP3890055B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007169955A (en) * 2005-12-20 2007-07-05 Kowa Kizai:Kk Reinforcing tool for repairing side ditch, repairing auxiliary tool, repairing grating, repairing structure, and repairing method
JP2008031728A (en) * 2006-07-28 2008-02-14 Takahashi Doken Kk Side ditch repairing member and side ditch repairing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007169955A (en) * 2005-12-20 2007-07-05 Kowa Kizai:Kk Reinforcing tool for repairing side ditch, repairing auxiliary tool, repairing grating, repairing structure, and repairing method
JP2008031728A (en) * 2006-07-28 2008-02-14 Takahashi Doken Kk Side ditch repairing member and side ditch repairing method

Also Published As

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