JP2008050826A - Side ditch remodeling member and remodeling construction method for side ditch - Google Patents

Side ditch remodeling member and remodeling construction method for side ditch Download PDF

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Publication number
JP2008050826A
JP2008050826A JP2006227533A JP2006227533A JP2008050826A JP 2008050826 A JP2008050826 A JP 2008050826A JP 2006227533 A JP2006227533 A JP 2006227533A JP 2006227533 A JP2006227533 A JP 2006227533A JP 2008050826 A JP2008050826 A JP 2008050826A
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hole
management port
side groove
side ditch
remodeling
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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 simplify work for remodeling a U-shaped side ditch to a culvert. <P>SOLUTION: In a shape covering the whole of an opening of an existing side ditch body with the top cut off (a base plate 11), the end is raised at a predetermined height (an end plate 12), a rectangular through hole for a management port is bored, in a base plate 1, the periphery of the through hole is surrounded by raised plates, a lower part 21 fitted to the through hole is provided, and a management port forming frame body 2 is formed of an upper part 22 having a step of such a size to fit and place a grating. After the upper part of the side ditch body of the existing U-shaped side ditch 3 as a remodeling object is cut off in a suitable range, a remodeling member provided with a connecting mechanism capable of fixing the height of the management port forming frame fitted to the through hole at a desired position is placed and fixed on the upper part of the cut-off portion. After a reinforcing bar is disposed in a predetermined position in the side ditch remodeling member, concrete is placed inside the side ditch remodeling member except the management port, and a predetermined grating is mounted in the management port which is an opening. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、既存の側溝を特に暗渠形式に改修するための側溝改修部材及び側溝改修工法に関するものである。   The present invention relates to a side groove repair member and a side groove repair method for repairing an existing side groove to a culvert type.

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 upper portion called a U-shaped groove is provided with a concrete lid or a metal lid called grating on the opening portion.

特にコンクリート蓋を使用した側溝体は、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する必要があり、コンクリート蓋体を採用した既存側溝を暗渠に補修する手段として、特許文献1、2に開示されている。   In particular, a side groove body using a concrete lid is subjected to a load and vibration due to the passage of the vehicle, so that the lid body and the upper side groove body are damaged as aged. Therefore, the damaged side groove body needs to be repaired, and it is disclosed in Patent Documents 1 and 2 as means for repairing the existing side groove adopting the concrete lid body in a culvert.

特許文献1(特開2003−119875号公報)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。   Patent Document 1 (Japanese Patent Laid-Open No. 2003-119875) discloses means for removing the upper part of the damaged side groove and reconstructing a new part with a mold as a conventional technique. As a countermeasure, the side groove lid is bonded to the receiving portion of the side groove body with 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 attached to the cutting location, Furthermore, a repair method for coating with resin mortar is disclosed.

特許文献2(特許3784820号公報)には、既存側溝体の上部を切除し、当該箇所に暗渠用蓋体を固着する手段(図5A)が開示されている。   Patent Document 2 (Japanese Patent No. 3784820) discloses means (FIG. 5A) for excising an upper part of an existing side groove body and fixing a culvert lid to the location.

特開2003−119875号公報。Japanese Patent Application Laid-Open No. 2003-11985. 特許3784820号公報。Japanese Patent No. 3784820.

既存側溝体を暗渠に改修するのに、特許文献1記載の従来技術のように、型枠を使用する工事では、現場で型枠を構築し、またコンクリート固化後の型枠を除去しなければならず改修工事が非常に煩瑣である。   In the construction using a formwork as in the prior art described in Patent Document 1 to renovate the existing side groove body to a culvert, it is necessary to construct the formwork on site and remove the formwork after the concrete is solidified. The renovation work is very cumbersome.

また特許文献1記載の提案手段(樹脂モルタルを使用する工法)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し、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、側溝清掃等ができなくなってしまい、管理口の設置は新たな構築となり、型枠使用の工事となってしまう。   Further, the proposed means described in Patent Document 1 (a method using resin mortar) has a problem in terms of durability because it requires repair again when the resin mortar on the surface is peeled off by running of the vehicle. If the lid is fixed to the receiving part of the side groove, it will not be possible to cover the lid, and cleaning of the side groove will not be possible. It becomes construction.

特許文献2記載の別形成した暗渠用蓋体を採用する手段は、蓋体自体が正確な規格の元で形成されているので、改修対象の側溝体の上部切除を正確に行なわなければならないが、改修対象の側溝体は経年変化(地盤の変化や土圧状態の変化)によって、上下左右に僅かなズレが生じている場合が多く、当該状況において、側溝体の正確な切除は煩瑣な作業となってしまう。   The means that employs a separately formed undercover for a culvert described in Patent Document 2 is formed on the basis of an accurate standard, so the upper part of the side groove to be repaired must be accurately cut off. In many cases, the lateral groove body to be repaired is slightly displaced vertically and horizontally due to secular changes (changes in ground and earth pressure). In this situation, accurate excision of the lateral groove body is a cumbersome task. End up.

そこで本発明は、既存U字側溝を暗渠に改修するに際して、現場施工を容易に行うことのできる改修工法及び当該改修工法に使用する改修部材を提案したものである。   Therefore, the present invention proposes a repair method that can be easily performed on site when repairing an existing U-shaped side groove into a culvert, and a repair member used in the repair method.

本発明に係る側溝改修部材は、上部を切除した既存U字側溝体の開口部全体を覆う形状で、且つ端部又は側縁或いは四周を所定高さ起立させ、中央適宜位置に、管理口用矩形透孔を穿設すると共に、前記透孔周囲を立上げ板部で囲繞した基板と、前記透孔に嵌合する下方部、及びグレーチングを嵌合載置できる大きさの段差を有する上方部からなる管理口形成枠体とを備え、透孔に嵌合した下方部と、下方部と重合する立ち上がり板部との間に、管理口形成枠の高さを所望位置に固定できる連結機構を設けてなることを特徴とするものである。   The gutter repair member according to the present invention has a shape that covers the entire opening of the existing U-shaped side gutter body with the upper part cut off, and has an end, a side edge, or four circumferences upright at a predetermined height, and at an appropriate position in the center. A rectangular through hole is formed, and a substrate having a perimeter of the through hole surrounded by a rising plate portion, a lower portion fitted to the through hole, and an upper portion having a level difference capable of fitting and mounting the grating. A connecting mechanism capable of fixing the height of the management port forming frame at a desired position between the lower part fitted into the through hole and the rising plate part overlapping with the lower part. It is characterized by being provided.

また本発明に係る側溝改修工法は、改修対象の既存のU字側溝の側溝体の上部を適宜範囲で切除し、上記の側溝改修用部材を前記切除箇所の上部に載置固定し、側溝改修用部材内の所定位置に鉄筋を配置した後、管理口箇所を除く側溝改修部材の内方にコンクリートを打設し、開口部分となる管理口に所定のグレーチングを装着して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 cuts out the upper part of the side groove body of the existing U-shaped side groove to be repaired within an appropriate range, and places and fixes the above-mentioned gutter repair member on the upper part of the cut part, After placing a reinforcing bar at a predetermined position in the member for use, concrete is placed inside the gutter repair member excluding the management port location, and a predetermined grating is attached to the management port serving as an opening. To do.

従って既存のU字側溝は、上部を除去した部分に、グレーチングを装着した管理口を備えた暗渠蓋を構築することで、暗渠に改修されるものである。   Therefore, the existing U-shaped side groove is renovated into a culvert by constructing a culvert cover with a management opening fitted with a grating in the portion from which the upper portion is removed.

本発明は上記の構成で、現場打ちによって既存U字側溝の改修がなされるもので、現場状況に柔軟に対応できると共に、型枠自体が暗渠蓋の一部を構成することになり、その改修工事が容易に行うことができたものである。   In the present invention, the existing U-shaped side groove is repaired by hitting on-site, and it can flexibly cope with the on-site situation, and the mold itself forms a part of the undercover, and the repair The construction was easy.

次に本発明に係る側溝改修部材の実施形態について説明する。図1は実施形態を示したもので、基板1と管理口形成枠2の二つの部材で構成される。   Next, an embodiment of a gutter repair member according to the present invention will be described. FIG. 1 shows an embodiment, which is composed of two members, a substrate 1 and a management port forming frame 2.

基板1は、既存のU字側溝3の規格に対応した幅と所定の長さ(暗渠蓋構築のための単位スパン)の底板部11を備え、前記底板部11の端部を、構築する単位暗渠蓋の厚さに対応するように所定高さに立ち上げた端板部12を形成し、更に中央適宜位置に管理口用矩形透孔13を穿設すると共に、前記透孔13の周囲を立上げ板部14で囲繞したものである。   The substrate 1 includes a bottom plate portion 11 having a width corresponding to the standard of the existing U-shaped side groove 3 and a predetermined length (unit span for constructing a culvert cover), and a unit for constructing an end portion of the bottom plate portion 11 An end plate portion 12 raised to a predetermined height is formed so as to correspond to the thickness of the culvert cover, and a management port rectangular through hole 13 is formed at an appropriate position in the center, and the periphery of the through hole 13 is formed. It is surrounded by the rising plate part 14.

更に底板部11の両側適宜間隔でボルト孔15を穿設し、立上げ板部14の適宜位置に連結孔16を穿設してなる。   Further, bolt holes 15 are formed at appropriate intervals on both sides of the bottom plate portion 11, and connection holes 16 are formed at appropriate positions on the rising plate portion 14.

尚基板1に付属する部品として、底板部11上に配置する鉄筋体17と、ボルト孔15に挿通する無頭ボルト18と、前記無頭ボルト18に螺合する緊締ナット19を備える。   As components attached to the substrate 1, a reinforcing bar 17 disposed on the bottom plate portion 11, a headless bolt 18 inserted into the bolt hole 15, and a tightening nut 19 screwed into the headless bolt 18 are provided.

管理口形成枠2は、下方部21と上方部22で構成され、下方部21は、前記透孔13に嵌合する形状で、連結孔16と対応する位置に連結縦孔23を穿設して、前記連結縦孔23及び連結孔16に貫通装着する連結ボルト24及び連結ボルト24に螺合する緊締ナット25を備えてなる。   The management port forming frame 2 is composed of a lower portion 21 and an upper portion 22, and the lower portion 21 has a shape that fits into the through hole 13, and a connecting vertical hole 23 is formed at a position corresponding to the connecting hole 16. In addition, a connecting bolt 24 that is inserted through the connecting vertical hole 23 and the connecting hole 16 and a tightening nut 25 that is screwed into the connecting bolt 24 are provided.

上方部22は、グレーチング4が載置される載置平面部26と、クレーチング4の外枠縁となる枠立面部27からなる所定の載置段差を有する形状としたものである。   The upper portion 22 has a shape having a predetermined placement step composed of a placement flat surface portion 26 on which the grating 4 is placed and a frame elevation surface portion 27 that serves as an outer frame edge of the cladding 4.

次に前記改修用部材1,2を使用した本発明に係る側溝の改修工法を、工事手順に沿って説明する。   Next, a method for repairing a gutter according to the present invention using the repair members 1 and 2 will be described along a construction procedure.

図2に示した既存の蓋付の既存U字側溝3の上部を、図3に例示する通り適宜範囲で切断除去し、切除面上面の所定位置にボルト稙立孔32を穿設する。このボルト稙立孔32は、基板1を切除上面に載置し、ボルト孔15の位置に印を付け、当該印位置を穿って形成する。   The upper part of the existing U-shaped side groove 3 with the existing lid shown in FIG. 2 is cut and removed within an appropriate range as illustrated in FIG. 3, and a bolt standing hole 32 is formed at a predetermined position on the upper surface of the cut surface. The bolt erecting hole 32 is formed by placing the substrate 1 on the cut upper surface, marking the position of the bolt hole 15, and piercing the mark position.

次に前記ボルト稙立孔32に無頭ボルト18の下端を差し入れ、接着剤を使用して固定する。この固定した無頭ボルト18がボルト孔15を挿通するように基板1を側溝切除上空間に配置して側溝に蓋をする形態とする。同時に無頭ボルト18に緊締ナット19を螺合緊締して、基板1をU字側溝3の切除上面に固定する。   Next, the lower end of the headless bolt 18 is inserted into the bolt upright hole 32 and fixed using an adhesive. The substrate 1 is arranged in the side groove cutting upper space so that the fixed headless bolt 18 passes through the bolt hole 15 and the side groove is covered. At the same time, the tightening nut 19 is screwed and tightened to the headless bolt 18 to fix the substrate 1 to the cut upper surface of the U-shaped side groove 3.

次に管理口形成枠2を装着するもので、この装着は下方部21を管理口用矩形透孔13に嵌合し、連結縦孔23及び連結孔16に連結ボルト24を貫通装着し、連結ボルト24に緊締ナット25を螺合して行う。この際に連結縦孔23のボルト貫通位置の調整で、管理口形成枠2の高さ調整を行なうものである。尚基板1の端板部12の高さ調整が必要な場合には、突出部分の切断で対応する。勿論管理口形成枠2の高さ調整手段は前記の構成に限定されないことは言うまでもない。   Next, the management port forming frame 2 is mounted. In this mounting, the lower portion 21 is fitted into the rectangular hole 13 for the management port, and the connecting bolt 24 is mounted through the connecting vertical hole 23 and the connecting hole 16 to connect them. The tightening nut 25 is screwed onto the bolt 24. At this time, the height of the management port forming frame 2 is adjusted by adjusting the bolt penetration position of the connecting vertical hole 23. In addition, when the height adjustment of the end plate part 12 of the board | substrate 1 is required, it respond | corresponds by cutting | disconnection of a protrusion part. Of course, it goes without saying that the height adjusting means of the management port forming frame 2 is not limited to the above configuration.

改修部材(基板1及び管理口形成枠2)の設置を終了すると、底板部11上方位置適宜高さに所定の鉄筋体17を配置し(図4)、コンクリート5を底板部11上に流し込む。   When the installation of the repair member (the substrate 1 and the management port forming frame 2) is finished, a predetermined reinforcing bar 17 is arranged at an appropriate height above the bottom plate portion 11 (FIG. 4), and the concrete 5 is poured onto the bottom plate portion 11.

コンクリート5は、基板1の両端部の端板部12と、U字側溝3を切除した際の法面31で囲繞され且つ管理口形成枠2の外周の範囲で、所定の高さ(路面と一致する高さ)に打設される。   The concrete 5 is surrounded by the end plate portions 12 at both ends of the substrate 1 and the slope 31 when the U-shaped side groove 3 is cut out, and within a range of the outer periphery of the management port forming frame 2, a predetermined height (road surface and It is placed at the same height.

コンクリート5が固化すると、管理口形成枠2にグレーチング4を載置装着すると、U字側溝3は暗渠に改修されることになる。   When the concrete 5 is solidified, when the grating 4 is placed and mounted on the management port forming frame 2, the U-shaped side groove 3 is repaired into a culvert.

前記の実施形態は、基板1において端板部12を備えたもので、特に法面31がコンクリート型枠を必要としないほどの状態であれば、コンクリートの固化によって暗渠が構築されるものである。   In the above-described embodiment, the end plate 12 is provided in the substrate 1, and a culvert is constructed by solidification of concrete, particularly when the slope 31 does not require a concrete formwork. .

尚前記法面31をコンクリート型枠として利用したが、路面状況が悪く、法面31をそのまま利用できない状況においては、細板木材、金属板等の型枠板を使用する。   The slope 31 is used as a concrete formwork. However, in a situation where the road surface condition is bad and the slope 31 cannot be used as it is, a formwork plate such as a thin plate wood or a metal plate is used.

また前記した実施形態以外の図6に例示した基板1aのように、端板部12を備えずに、側板部12aを備えたものや、図7に例示した基板1bのように、端板部12と共に側板部12aも備えたものを採用しても良い。   Further, as in the substrate 1a illustrated in FIG. 6 other than the embodiment described above, the end plate portion is not provided, but the end plate portion is provided as in the substrate 1b illustrated in FIG. 12 and a side plate portion 12a may be employed.

前記の基板1a,1bを採用した場合も、前記の基板1と同様の工程で暗渠を構築できるものであるが、基板1aを採用する場合には、端板部12に代えて細板木材、金属板等の型枠板を使用する。   Even when the substrates 1a and 1b are employed, a culvert can be constructed in the same process as the substrate 1. However, when the substrate 1a is employed, the thin plate wood is used instead of the end plate portion 12. Use a form plate such as a metal plate.

更に前記基板1a,1bの採用は、基板全体の強度が高められるので、基板の使用材料として薄いものを採用できる利点があることと、図8に例示する通り法面31が荒れてる現場においては、側溝の長手方向の型枠を必要とせずに暗渠を構築でき、法面31箇所の補修は、補修アスファルト6を充填するのみで良い。   Furthermore, the use of the substrates 1a and 1b increases the strength of the entire substrate, so that there is an advantage that a thin material can be used as the material used for the substrate, and in the field where the slope 31 is rough as illustrated in FIG. A culvert can be constructed without the need for the longitudinal formwork of the side grooves, and the repair of 31 slopes only needs to be filled with repair asphalt 6.

以上のとおり本発明は、傷の少ない既存のU字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ると共に、暗渠構築用型枠を暗渠形成部材とすることで従前工法より工事の作業能率に優れ、且つ路面仕上げも確実に且つ奇麗に形成することができたものである。   As described above, the present invention leaves the existing U-shaped side groove body lower part with few scratches as it is and can perform construction in a state where the drainage function is maintained. The construction work efficiency was excellent, and the road surface finish could be reliably and neatly formed.

本発明の改修部材(第一実施形態)の説明図(全体斜視図)Explanatory drawing (whole perspective view) of the repair member (1st embodiment) of this invention 本発明工法の作業工程の説明図(改修前の断面図)。Explanatory drawing of the work process of this invention construction method (sectional drawing before repair). 同図(側溝の切除時)The figure (at the time of excision of gutter) 同図(改修部材の組み込み)The same figure (incorporation of repair material) 同図(コンクリート打設時)The figure (when placing concrete) 同改修部材(第二実施形態)の基板の説明図(斜視図)Explanatory drawing (perspective view) of the substrate of the repair member (second embodiment) 同改修部材(第三実施形態)の基板の説明図。Explanatory drawing of the board | substrate of the repair member (3rd embodiment). 同改修部材(第二、三実施形態)を使用した場合の作業工程の説明図(改修前の断面図)。Explanatory drawing of a work process at the time of using the said repair member (2nd, 3 embodiment) (cross-sectional view before repair). 同改修部材(第二、三実施形態)を使用した場合の改修後断面図。Sectional drawing after repair at the time of using the said repair member (2nd, 3 embodiment).

符号の説明Explanation of symbols

1,1a,1b 基板
11 底板部
12 端板部
12a 側板部
13 管理口用矩形透孔
14 立上げ板部
15 ボルト孔
16 連結孔
17 鉄筋体
18 無頭ボルト
19 緊締ナット
2 管理口形成枠
21 下方部
22 上方部
23 連結縦孔
24 連結ボルト
25 緊締ナット
26 載置平面部
27 枠立面部
3 U字側溝
31 法面
32 ボルト稙立孔
4 グレーチング
5 コンクリート
6 補修アスファルト
1, 1a, 1b Substrate 11 Bottom plate portion 12 End plate portion 12a Side plate portion 13 Management port rectangular through hole 14 Rising plate portion 15 Bolt hole 16 Connecting hole 17 Reinforcing bar 18 Headless bolt 19 Tightening nut 2 Management port forming frame 21 Lower part 22 Upper part 23 Connecting vertical hole 24 Connecting bolt 25 Tightening nut 26 Mounting plane part 27 Frame elevation part 3 U-shaped side groove 31 Slope 32 Bolt upright hole 4 Grating 5 Concrete 6 Repair asphalt

Claims (2)

上部を切除した既存側溝体の開口部全体を覆う形状で、且つ端部又は側縁或いは四周を所定高さ起立させ、中央適宜位置に、管理口用矩形透孔を穿設すると共に、前記透孔周囲を立上げ板部で囲繞した基板と、前記透孔に嵌合する下方部、及びグレーチングを嵌合載置できる大きさの段差を有する上方部からなる管理口形成枠体とを備え、透孔に嵌合した下方部と、下方部と重合する立ち上がり板部との間に、管理口形成枠の高さを所望位置に固定できる連結機構を設けてなることを特徴とする側溝改修部材。   A shape that covers the entire opening of the existing side groove body with the upper part cut off, and the end, side edge, or four circumferences are erected at a predetermined height, and a rectangular through hole for a management port is formed at an appropriate position in the center. A board that surrounds the periphery of the hole with a rising plate part, a lower part that fits into the through-hole, and a management port forming frame body that includes an upper part having a step that is large enough to fit and mount the grating, A gutter repair member comprising a connecting mechanism capable of fixing the height of the management port forming frame at a desired position between a lower portion fitted in the through hole and a rising plate portion overlapping with the lower portion. . 改修対象の既存のU字側溝の側溝体の上部を適宜範囲で切除し、請求項1記載の側溝改修用部材を前記切除箇所の上部に載置固定し、側溝改修用部材内の所定位置に鉄筋を配置した後、管理口箇所を除く側溝改修部材の内方にコンクリートを打設し、開口部分となる管理口に所定のグレーチングを装着してなることを特徴とする側溝改修工法。
The upper part of the side groove body of the existing U-shaped side groove to be repaired is appropriately cut out, and the side groove repair member according to claim 1 is placed and fixed on the upper part of the cut portion, and is placed at a predetermined position in the side groove repair member. After arranging the reinforcing bars, concrete is cast inward of the gutter repair member excluding the management port location, and a predetermined grating is attached to the management port serving as an opening portion.
JP2006227533A 2006-08-24 2006-08-24 Side ditch remodeling member and remodeling construction method for side ditch Pending JP2008050826A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017137731A (en) * 2016-02-05 2017-08-10 林 俊一 Level-raising construction member of side ditch
JP7417240B2 (en) 2019-08-13 2024-01-18 株式会社宝機材 grating unit

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017137731A (en) * 2016-02-05 2017-08-10 林 俊一 Level-raising construction member of side ditch
JP7417240B2 (en) 2019-08-13 2024-01-18 株式会社宝機材 grating unit

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