JP2011219960A - Side ditch repairing method - Google Patents

Side ditch repairing method Download PDF

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JP2011219960A
JP2011219960A JP2010088791A JP2010088791A JP2011219960A JP 2011219960 A JP2011219960 A JP 2011219960A JP 2010088791 A JP2010088791 A JP 2010088791A JP 2010088791 A JP2010088791 A JP 2010088791A JP 2011219960 A JP2011219960 A JP 2011219960A
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side groove
cut
bolt
repair body
insertion hole
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JP4992067B2 (en
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Mikio Takahashi
三樹男 高橋
Kazuyoshi Takahashi
和義 高橋
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TAKAHASHI DOKEN KK
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TAKAHASHI DOKEN KK
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Abstract

PROBLEM TO BE SOLVED: To provide a side ditch repairing method that improves the operability of adjusting raising/lowering of a side ditch upper-part repair body with a lifting adjustment bolt and allows reuse of the lifting adjustment bolt.SOLUTION: A method of repairing a side ditch comprises: cutting and removing an upper part of a side ditch block 1; installing a side ditch upper-part repair body 6 on the surface 2 of the side ditch block 1 that has been formed by the cutting and removing; screwing a lifting adjustment bolt 3 that is longer than a bolt insertion hole 4 into an internal thread portion 5 of the bolt insertion hole 4 formed in the side ditch upper-part repair body 6; adjusting raising/lowering of the side ditch upper-part repair body 6 by turning a rotary operation part 7 of the lifting adjustment bolt 3 that protrudes upward from the side ditch upper-part repair body 6; fixing the side ditch upper-part repair body 6 by filling a clearance gap 8 between the lower part of the side ditch upper-part repair body 6 and the cut surface of the side ditch block 1 with hardening agent 9; removing the lifting adjustment bolt 3 from the bolt insertion hole 4 by turning the rotary operation part 7 of the lifting adjustment bolt 3; and filling the bolt insertion hole 4 with the hardening agent 9.

Description

本発明は、老朽化した側溝の改修工法に関するものである。   The present invention relates to a method for repairing an aged gutter.

老朽化したU字型側溝の改修には、従来、路面から側溝ブロックを掘り出し新たな側溝ブロックに取り替えるといった工法が実施されているが、このような従来工法の場合、その改修施工期間中、バイパス路(迂回路)などを設けてその改修箇所における側溝機能を維持しなければならず、それだけ手間とコストとを要する。   To repair an old U-shaped side gutter, a method of excavating a side gutter block from the road surface and replacing it with a new gutter block has been implemented. A road (bypass) or the like must be provided to maintain the function of the gutter at the repaired place, which requires much labor and cost.

そこで本出願人は、改修する側溝ブロックの上部を切断除去し、その除去した部分にコンクリート蓋やグレーチングなどの閉塞部材を載置する載置面部を有する形状に予め形成しておいたコンクリート製の改修用部材を新設する側溝改修工法(特許文献1)や、除去した部分にL型側溝用ブロックを新設する側溝改修工法(特許文献2)を提案している。   Therefore, the present applicant cuts and removes the upper part of the side groove block to be repaired, and in the removed part, is made of a concrete made in advance in a shape having a mounting surface part for mounting a closing member such as a concrete lid or a grating. A side groove repair method (Patent Document 1) in which a repair member is newly installed and a side groove repair method (Patent Document 2) in which an L-shaped side groove block is newly installed in the removed portion are proposed.

具体的には、例えば、既存側溝の側溝ブロックの上方部分をコンクリートカッター等で切断除去して、この切断除去面に昇降調整ボルトを挿通配設する連結孔を穿設し、この複数の連結孔と改修用部材(側溝上部補修体)に形成された複数の螺着孔とを位置合わせして切断除去面に側溝上部補修体を設置し、この位置合わせした連結孔と螺着孔とに夫々昇降調整ボルトを挿通配設すると共に螺着孔には螺着し、昇降調整ボルトを回動調整して側溝上部補修体を適正な姿勢に是正した後、側溝ブロックの切断除去部分と側溝上部補修体との隙間に硬化剤を充填して側溝上部補修体を固定するものである。   Specifically, for example, the upper part of the side groove block of the existing side groove is cut and removed with a concrete cutter or the like, and a connecting hole for inserting and arranging the lifting adjustment bolt is formed in the cut and removed surface, and the plurality of connecting holes A plurality of screw holes formed in the repair member (side groove upper repair body) are aligned, and the side groove upper repair body is installed on the cutting and removal surface, and the aligned connecting hole and screw hole are respectively provided. The lifting adjustment bolt is inserted and installed, screwed into the screw hole, and the lifting adjustment bolt is rotated and adjusted to correct the side groove upper repair body, then the side groove block cut and removed and the side groove upper repair The side groove upper repair body is fixed by filling the gap with the body with a curing agent.

また、昇降調整ボルトは、螺着孔の孔長と同じかそれより短い長さであって、且つ螺着孔内でも回動操作できる無頭六角穴付ボルトを採用し、昇降調整完了後は螺着孔にも硬化剤を充填して昇降調整ボルトを埋没状態とするものであった。   The lifting adjustment bolt is a headless hexagon socket head bolt that is the same as or shorter than the screw hole length and can be rotated in the screw hole. The screw holes were also filled with a curing agent, and the elevation adjustment bolt was buried.

そして、これらの工法によれば、側溝ブロックを路面から掘り出さず、その上部のみを切断除去し、切り残した側溝ブロックの下部分により側溝機能を維持したまま改修施工を実施でき、よって上記のバイパス路を設ける必要がなくそれだけ簡単に側溝改修を行えることになる。   And according to these methods, the side groove block is not dug out from the road surface, only the upper part is cut and removed, and the repair work can be carried out while maintaining the side groove function by the lower part of the left side groove block. It is not necessary to provide a bypass, and the side groove can be repaired as easily.

特開2006−322138号公報JP 2006-322138 A 特開2008−240358号公報JP 2008-240358 A

本発明は、このような側溝改修工法の改良に係るもので、昇降調整ボルトでの側溝上部補修体の昇降調整の操作性が向上し、尚且つこの昇降調整ボルトの再利用が可能となる実用性に優れた側溝改修工法を提供するものである。   The present invention relates to the improvement of such a side groove repair method, and the operability of the lifting adjustment of the side groove upper repair body with the lifting adjustment bolt is improved, and the lifting adjustment bolt can be reused. It provides a gutter repair method with excellent properties.

添付図面を参照して本発明の要旨を説明する。   The gist of the present invention will be described with reference to the accompanying drawings.

改修対象の既設U字形側溝の側溝ブロック1の上部を切断除去し、この側溝ブロック1の切断除去部分の切断除去面2上に、この切断除去面2に当接する昇降調整ボルト3を挿通するためのボルト挿通孔4が上下方向に貫通形成されると共にこのボルト挿通孔4に昇降調整ボルト3を螺着するための雌螺子部5が設けられた構成の側溝上部補修体6を設置し、この側溝上部補修体6を前記切断除去面2上に設置する前若しくは後に、前記昇降調整ボルト3を前記ボルト挿通孔4に上方から挿通して前記雌螺子部5に螺着すると共に、この昇降調整ボルト3は、ボルト挿通孔4の孔長より長く且つボルト先端が前記側溝上部補修体6の下方へ突出して前記切断除去面2上に当接した状態で基端の回動操作部7が側溝上部補修体6の上方へ突出する長さを有する構成とし、この昇降調整ボルト3の前記回動操作部7を回動操作することで側溝上部補修体6を適正な設置姿勢に昇降調整し、側溝上部補修体6の下部と側溝ブロック1の切断除去部分との隙間8に硬化剤9を充填し、この硬化剤9の硬化により側溝上部補修体6を側溝ブロック1の切断除去面2に固定した後、前記昇降調整ボルト3の回動操作部7を回動操作してこの昇降調整ボルト3をボルト挿通孔4から取り外し、このボルト挿通孔4に硬化剤9を充填することを特徴とする側溝改修工法に係るものである。   In order to cut and remove the upper part of the side groove block 1 of the existing U-shaped side groove to be repaired, and to insert the lifting adjustment bolt 3 in contact with the cut and removed surface 2 on the cut and removed surface 2 of the cut and removed portion of the side groove block 1 A side groove upper repair body 6 having a structure in which a female screw portion 5 for screwing the lifting adjustment bolt 3 to the bolt insertion hole 4 is provided. Before or after installing the side groove upper repair body 6 on the cutting and removing surface 2, the elevation adjusting bolt 3 is inserted into the bolt insertion hole 4 from above and screwed to the female screw portion 5, and this elevation adjustment is performed. The bolt 3 is longer than the length of the bolt insertion hole 4, and the base end of the bolt 3 protrudes downward from the side groove upper repair body 6 and abuts on the cut and remove surface 2. Projects upward from the upper repair body 6 The side groove upper repair body 6 is lifted and adjusted to an appropriate installation posture by rotating the rotation operation portion 7 of the lift adjustment bolt 3 so that the lower groove and the side groove of the side groove upper repair body 6 are adjusted. After the hardening agent 9 is filled in the gap 8 between the cut and removed portion of the block 1 and the side groove upper repair body 6 is fixed to the cut and removed surface 2 of the side groove block 1 by the hardening of the hardening agent 9, The present invention relates to a side groove repair method characterized in that the rotation adjusting portion 7 is rotated to remove the lifting adjustment bolt 3 from the bolt insertion hole 4 and the bolt insertion hole 4 is filled with a curing agent 9.

また、前記雌螺子部5を備えた雌螺子プレート10を、前記ボルト挿通孔4にインサート成形したことを特徴とする請求項1記載の側溝改修工法に係るものである。   2. The gutter repair method according to claim 1, wherein the female screw plate having the female screw part is insert-molded into the bolt insertion hole.

また、前記回動操作部7として角形頭部7Aを有する前記昇降調整ボルト3を採用したことを特徴とする請求項1,2のいずれか1項に記載の側溝改修工法に係るものである。   Moreover, the said raising / lowering adjustment volt | bolt 3 which has the square head 7A was employ | adopted as the said rotation operation part 7, It concerns on the gutter repair method of any one of Claim 1, 2 characterized by the above-mentioned.

また、前記側溝上部補修体6の前記ボルト挿通孔4と位置を対応させて前記切断除去面2に連結孔11を穿設し、このボルト挿通孔4と連結孔11の位置を合わせて側溝上部補修体6を切断除去面2上に設置し、前記昇降調整ボルト3の前記回動操作部7を回動操作することで側溝上部補修体6を適正な設置姿勢に昇降調整し、側溝上部補修体6の下部と側溝ブロック1の切断除去部分との隙間8に硬化剤9を充填し、この硬化剤9の硬化により側溝上部補修体6を側溝ブロック1の切断除去面2に固定した後、前記昇降調整ボルト3の回動操作部7を回動操作してこの昇降調整ボルト3を前記ボルト挿通孔4から取り外し、このボルト挿通孔4と前記連結孔11とに棒状の連結体12を挿通すると共に硬化剤9を充填することを特徴とする請求項1〜3のいずれか1項に記載の側溝改修工法に係るものである。   Further, a connecting hole 11 is formed in the cutting removal surface 2 so as to correspond to the bolt insertion hole 4 of the side groove upper repair body 6, and the position of the bolt insertion hole 4 and the connecting hole 11 is adjusted to match the position of the upper side groove. The repair body 6 is placed on the cutting and removal surface 2, and the side groove upper repair body 6 is lifted and adjusted to an appropriate installation posture by turning the turning operation portion 7 of the lifting adjustment bolt 3 to repair the upper side groove. After filling the gap 8 between the lower part of the body 6 and the cut and removed portion of the side groove block 1, and fixing the side groove upper repair body 6 to the cut and removed surface 2 of the side groove block 1 by curing the hardening agent 9, The lifting operation bolt 7 is turned to remove the lifting adjustment bolt 3 from the bolt insertion hole 4, and the rod-like connecting body 12 is inserted into the bolt insertion hole 4 and the connection hole 11. And a curing agent 9 is filled. Of those of the gutter repair method according to any one.

また、前記側溝上部補修体6の下部と、前記側溝ブロック1の切断除去部分の左右の切断除去面2との間をシール部材13で閉塞し、この側溝上部補修体6の下部と側溝ブロック1の切断除去部分との隙間8に充填する前記硬化剤9の漏出をこのシール部材13で防止することを特徴とする請求項1〜4のいずれか1項に記載の側溝改修工法に係るものである。   Further, a gap between the lower portion of the side groove upper repair body 6 and the left and right cut and removal surfaces 2 of the cut and removed portion of the side groove block 1 is closed by a seal member 13, and the lower portion of the side groove upper repair body 6 and the side groove block 1 are closed. 5. The side groove repair method according to claim 1, wherein leakage of the curing agent 9 filling the gap 8 with the cut and removed portion is prevented by the seal member 13. is there.

また、前記側溝上部補修体6は、前記側溝ブロック1の切断除去部分の左右の切断除去面2上に架設してこの側溝ブロック1の切断除去部分を閉塞する板状であって且つ左右両側部に前記ボルト挿通孔4を備えた構成としたことを特徴とする請求項1〜5のいずれか1項に記載の側溝改修工法に係るものである。   Further, the side groove upper repair body 6 is a plate-like shape that is laid on the left and right cut / removed surfaces 2 of the cut / removed portion of the side groove block 1 and closes the cut / removed portion of the side groove block 1. It is set as the structure provided with the said bolt penetration hole 4, and it concerns on the side groove repair method of any one of Claims 1-5 characterized by the above-mentioned.

本発明は上述のように構成したから、昇降調整ボルトの回動操作部がボルト挿通孔内にあるような従来工法に比べてこの昇降調整ボルトの回動操作を非常に行い易く、側溝上部補修体の昇降調整が著しく容易に行われる施工性に優れた側溝改修工法となり、しかも、昇降調整ボルトを硬化剤で埋めてしまう従来までの改修工法とは異なり、昇降調整ボルトをボルト挿通孔から取り外すようにしたので、この取り外した昇降調整ボルトを別の側溝の改修に再利用することができて資源保護にも寄与することになるなど、極めて実用性に優れた画期的な側溝改修工法となる。   Since the present invention is configured as described above, it is very easy to perform the rotation operation of the lifting adjustment bolt compared to the conventional method in which the rotation operation portion of the lifting adjustment bolt is in the bolt insertion hole, and repairs the upper side groove. It is a side groove repair method with excellent workability that allows the body to be lifted and lowered easily.In addition, unlike the conventional repair method in which the lifting adjustment bolt is filled with a curing agent, the lifting adjustment bolt is removed from the bolt insertion hole. As a result, the removed lifting adjustment bolt can be reused for repairing another gutter and contributes to resource conservation. Become.

また、請求項2記載の発明においては、ボルト挿通孔に雌螺子部を設ける構成を簡易に設計実現可能となる一層実用性に優れた側溝改修工法となる。   Further, in the invention described in claim 2, the side groove repair method is more practical and can be easily realized by designing the structure in which the female screw portion is provided in the bolt insertion hole.

また、請求項3記載の発明においては、スパナやメガネレンチなどの回動工具を角形頭部に装着し易く且つこの回動工具を利用して昇降調整ボルトの回動操作部を簡易に回動操作可能となる一層実用性に優れた側溝改修工法となる。   Further, in the invention according to claim 3, it is easy to attach a turning tool such as a spanner or a spectacle wrench to the square head, and the turning operation portion of the lifting adjustment bolt can be easily turned using this turning tool. It becomes a gutter repair method that is more practical and can be operated.

また、請求項4記載の発明においては、連結体を介して側溝ブロックの切断除去面と側溝上部補修体とを一体化させるので、側溝上部補修体の強固な位置ずれ防止効果が得られる一層実用性に優れた側溝改修工法となる。   Further, in the invention described in claim 4, since the cut and removal surface of the side groove block and the side groove upper repair body are integrated through the connecting body, a more practical effect of preventing a strong misalignment of the side groove upper repair body can be obtained. It becomes a gutter repair method with excellent properties.

また、請求項5記載の発明においては、側溝上部補修体の下部と、側溝ブロックの切断除去部分との隙間に充填する硬化剤が側溝ブロックの側溝内に漏出するトラブルを良好に阻止することができる一層実用性に優れた側溝改修工法となる。   Further, in the invention according to claim 5, it is possible to satisfactorily prevent a trouble that the curing agent filling the gap between the lower portion of the side groove upper repair body and the cut and removed portion of the side groove block leaks into the side groove of the side groove block. It becomes a gutter repair method that is even more practical.

また、請求項6記載の発明においては、別途側溝蓋などを設置施工する必要がなく、側溝上部補修体を側溝ブロックの切断除去部分の切断除去面上に固定することで蓋付の側溝に改修されることになる一層実用性に優れた側溝改修工法となる。   Further, in the invention described in claim 6, it is not necessary to separately install and install side gutter lids or the like, and the side gutter upper repair body is fixed on the cut and removed surface of the cut and removed portion of the side gutter block so that the side gutter with a lid is repaired. Therefore, the gutter repair method is more practical.

本実施例の施工手順1を示す概略説明図である。It is a schematic explanatory drawing which shows the construction procedure 1 of a present Example. 本実施例の施工手順2を示す概略説明図である。It is a schematic explanatory drawing which shows the construction procedure 2 of a present Example. 本実施例の施工手順3を示す概略説明図である。It is a schematic explanatory drawing which shows the construction procedure 3 of a present Example. 本実施例の、側溝ブロックの切断除去面上に連結孔を穿設し、この連結孔とボルト挿通孔を位置合わせして側溝上部補修体を切断除去面上に載置しようとする状態を示す概略説明斜視図である。In this embodiment, a connecting hole is formed on the cut / removed surface of the side groove block, and the connecting hole and the bolt insertion hole are aligned so that the side groove upper repair body is placed on the cut / removed surface. It is a schematic explanatory perspective view. 本実施例の、側溝ブロックの切断除去面上に側溝上部補修体を載置した状態を示す概略説明斜視図である。It is a schematic explanatory perspective view which shows the state which mounted the side groove upper repair body on the cutting removal surface of the side groove block of a present Example. 本実施例の、側溝上部補修体のボルト挿通孔に上方から昇降調整ボルトを挿通しようとする状態を示す部分拡大説明斜断面図である。It is a partial expanded explanation slant cross-sectional view which shows the state which is going to insert the raising / lowering adjustment bolt from the upper direction into the bolt insertion hole of the side groove upper repair body of a present Example. 図6に続いて、昇降調整ボルトの先端を切断除去面に当接し、回動工具により回動調整した状態を示す部分拡大説明斜断面図である。FIG. 7 is a partially enlarged oblique sectional view showing a state in which the tip of the lifting adjustment bolt is brought into contact with the cutting / removing surface and adjusted by a turning tool, following FIG. 6. 図7に続いて、側溝上部補修体を適正な設置姿勢に是正した状態を示す拡大正断面図である。FIG. 8 is an enlarged front cross-sectional view showing a state where the lateral groove upper repair body is corrected to an appropriate installation posture following FIG. 7. 本実施例の施工完了状態を示す拡大正断面図である。It is an expansion front sectional view which shows the construction completion state of a present Example. 側溝上部補修体の下部と側溝ブロックの切断除去部分との隙間に充填する硬化剤の漏出防止構造の別実施例を示す拡大正断面図である。It is an expansion front sectional view which shows another Example of the leakage prevention structure of the hardening | curing agent with which the clearance gap between the lower part of a side groove upper repair body and the cutting removal part of a side groove block is filled.

好適と考える本発明の実施形態を、図面に基づいて本発明の作用を示して簡単に説明する。   An embodiment of the present invention which is considered to be suitable will be briefly described with reference to the drawings showing the operation of the present invention.

改修対象の既設側溝の側溝ブロック1の上部を切断除去し、この側溝ブロック1の切断除去面2に側溝上部補修体6を設置する。   The upper part of the side groove block 1 of the existing side groove to be repaired is cut and removed, and the side groove upper repair body 6 is installed on the cut and removed surface 2 of the side groove block 1.

次いで、例えば、側溝上部補修体6のボルト挿通孔4に上方から昇降調整ボルト3を挿通して雌螺子部5に螺着し、この昇降調整ボルト3のボルト先端を前記側溝上部補修体6の下方へ突出させて前記切断除去面2上に当接させる。即ち、昇降調整ボルト3で側溝上部補修体6を切断除去面2上に支持する。尚、予め側溝上部補修体6のボルト挿通孔4の雌螺子部5に昇降調整ボルト3を螺着しておいてから、側溝ブロック1の切断除去面2に側溝上部補修体6を設置するようにしても良い。   Next, for example, the elevation adjustment bolt 3 is inserted into the bolt insertion hole 4 of the side groove upper repair body 6 from above and screwed to the female screw portion 5, and the bolt end of the elevation adjustment bolt 3 is connected to the side groove upper repair body 6. It protrudes downward and is brought into contact with the cut removal surface 2. That is, the side groove upper repair body 6 is supported on the cut and removal surface 2 by the lifting adjustment bolt 3. It should be noted that after the elevating adjustment bolt 3 is screwed into the female screw portion 5 of the bolt insertion hole 4 of the side groove upper repair body 6 in advance, the side groove upper repair body 6 is installed on the cut and removal surface 2 of the side groove block 1. Anyway.

そして、昇降調整ボルト3の回動操作部7を回動操作することにより、側溝上部補修体6を昇降調整して側溝上部補修体6を適正な設置状態に是正する。   Then, by turning the turning operation portion 7 of the lifting adjustment bolt 3, the side groove upper repair body 6 is adjusted up and down to correct the side groove upper repair body 6 to an appropriate installation state.

この際、側溝上部補修体6の上方へ突出する回動操作部7は、この回動操作部7がボルト挿通孔4内にある従来の改修工法に比べて回動操作を行い易く、従って側溝上部補修体6の昇降調整が従来工法に比して容易に行われることになる。   At this time, the rotation operation portion 7 protruding upward from the side groove upper repair body 6 is easier to perform the rotation operation than the conventional repairing method in which the rotation operation portion 7 is in the bolt insertion hole 4. The raising / lowering adjustment of the upper repair body 6 is easily performed as compared with the conventional method.

即ち、昇降調整ボルト3の回動操作部7がボルト挿通孔4内にある従来工法では、回動操作部7がボルト挿通孔4の影に隠れて見にくいことが往々にしてあり、更に、降雨時や降雪時などの悪天候時にボルト挿通孔4に雨水や雪が溜まってしまい易いために、回動工具17を装着しづらい場合があったが、昇降調整ボルト3の回動操作部7が側溝上部補修体6の上方へ突出している本発明にあっては、この回動操作部7を非常に視認し易く、且つ雨水や雪に埋まってしまうこともないので、回動操作部7への回動工具17の装着が素早くスムーズに行われて効率良く、昇降調整を行うことができる。   That is, in the conventional construction method in which the rotation operation portion 7 of the lifting adjustment bolt 3 is in the bolt insertion hole 4, the rotation operation portion 7 is often hidden by the shadow of the bolt insertion hole 4 and is difficult to see. It was difficult to attach the turning tool 17 because rainwater and snow were likely to accumulate in the bolt insertion hole 4 during bad weather such as time and snowfall. In the present invention projecting upward from the repair body 6, the rotation operation unit 7 is very easy to visually recognize and is not buried in rainwater or snow. The moving tool 17 can be mounted quickly and smoothly and can be adjusted efficiently.

また、昇降調整ボルト3の回動操作部7が側溝上部補修体6の上方へ突出している本発明では、スパナ17などの柄の長い回動工具17を使用することが可能となるので、この柄の長い回動工具17を用いて昇降調整ボルト3の回動操作(昇降調整)が容易に行われ、たとえ後述の実施例のように、側溝上部補修体6が側溝蓋としての機能を備えるような大型重量物であったとしても、容易に側溝上部補修体6の昇降調整を行うことができる。   Further, in the present invention in which the rotation operation portion 7 of the lifting adjustment bolt 3 protrudes above the side groove upper repair body 6, it is possible to use a long rotating tool 17 such as a spanner 17. Rotation operation (elevation adjustment) of the elevating adjustment bolt 3 is easily performed using the rotating tool 17 having a long handle, and the side groove upper repair body 6 has a function as a side groove cover as in the embodiments described later. Even if it is such a large-sized heavy article, the raising / lowering adjustment of the side groove upper repair body 6 can be performed easily.

その後、側溝ブロック1の切断除去部分と側溝上部補修体6との隙間8に硬化剤9を充填し、この硬化剤9の硬化によって側溝上部補修体6を側溝ブロック1の切断除去面2に固定する。   Thereafter, a hardener 9 is filled in the gap 8 between the cut and removed portion of the side groove block 1 and the side groove upper repaired body 6, and the side groove upper repaired body 6 is fixed to the cut and removed surface 2 of the side groove block 1 by curing of the hardener 9. To do.

続いて、前記昇降調整ボルト3の回動操作部7を回動操作してこの昇降調整ボルト3を雌螺子部5から螺脱すると共にボルト挿通孔4から取り外し、この昇降調整ボルト3が取り外されたボルト挿通孔4に硬化剤9を充填し、この硬化剤9の硬化によりボルト挿通孔4を埋めて改修工事完了となる。   Subsequently, the lifting operation bolt 7 is turned and the lifting adjustment bolt 3 is unscrewed from the female screw portion 5 and removed from the bolt insertion hole 4, and the lifting adjustment bolt 3 is removed. The bolt insertion hole 4 is filled with a curing agent 9, and the hardening agent 9 is cured to fill the bolt insertion hole 4 and complete the repair work.

従って、昇降調整ボルト3を硬化剤6で埋めてしまう従来までの改修工法とは異なり、昇降調整ボルト3をボルト挿通孔4から取り外すので、この取り外した昇降調整ボルト3は、次の側溝改修に再利用することができる。   Therefore, unlike the conventional repair method in which the lifting adjustment bolt 3 is filled with the curing agent 6, the lifting adjustment bolt 3 is removed from the bolt insertion hole 4, so that the removed lifting adjustment bolt 3 is used for the next gutter repair. Can be reused.

尚、昇降調整ボルト3のボルト挿通孔4(雌螺子部5)からの取り外しは、前記隙間8に充填した硬化剤9が完全に硬化してから行っても良いし、硬化剤9がある程度硬化して昇降調整ボルト3による支持がなくても側溝上部補修体6が沈下を生じないような半硬化状態で行っても良い。   The lifting / lowering adjustment bolt 3 may be removed from the bolt insertion hole 4 (female screw portion 5) after the curing agent 9 filled in the gap 8 is completely cured, or the curing agent 9 is cured to some extent. And even if there is no support by the raising / lowering adjustment bolt 3, you may carry out in the semi-hardened state which the side groove upper repair body 6 does not produce subsidence.

また、例えば、前記側溝上部補修体6の前記ボルト挿通孔4と位置を対応させて前記切断除去面2に連結孔11を穿設し、このボルト挿通孔4と連結孔11の位置を合わせて側溝上部補修体6を切断除去面2上に設置し(図1,図5参照)、前記昇降調整ボルト3の前記回動操作部7を回動操作することで側溝上部補修体6を適正な設置姿勢に昇降調整し、側溝上部補修体6の下部と側溝ブロック1の切断除去部分との隙間8に硬化剤9を充填し、この硬化剤9の硬化により側溝上部補修体6を側溝ブロック1の切断除去面2に固定した後、前記昇降調整ボルト3の回動操作部7を回動操作してこの昇降調整ボルト3を前記ボルト挿通孔4から取り外し、このボルト挿通孔4と前記連結孔11とに棒状の連結体12を挿通すると共に硬化剤9を充填することとすれば、連結体12を介して側溝ブロック1の切断除去面2(の連結孔11)と側溝上部補修体6(のボルト挿通孔4)とが一体化して側溝上部補修体6の強固な位置ずれ防止作用が得られる。   Further, for example, a connection hole 11 is formed in the cut and removal surface 2 so as to correspond to the position of the bolt insertion hole 4 of the side groove upper repair body 6, and the position of the bolt insertion hole 4 and the connection hole 11 is aligned. The side groove upper repair body 6 is installed on the cutting / removal surface 2 (see FIGS. 1 and 5), and the side groove upper repair body 6 is properly operated by rotating the rotation operation portion 7 of the lifting adjustment bolt 3. The height is adjusted to the installation posture, and a curing agent 9 is filled in the gap 8 between the lower portion of the side groove upper repair body 6 and the cut and removed portion of the side groove block 1, and the side groove upper repair body 6 is fixed to the side groove block 1 by the curing of the curing agent 9. After being fixed to the cutting / removing surface 2, the turning operation portion 7 of the lifting adjustment bolt 3 is turned to remove the lifting adjustment bolt 3 from the bolt insertion hole 4, and the bolt insertion hole 4 and the connection hole are removed. 11 is inserted with a rod-like connecting body 12 and filled with a curing agent 9. Then, the cut and removal surface 2 (the connection hole 11) of the side groove block 1 and the side groove upper repair body 6 (the bolt insertion hole 4) are integrated through the connection body 12 to strengthen the side groove upper repair body 6. An effect of preventing misalignment can be obtained.

また、例えば、前記側溝上部補修体6は、前記側溝ブロック1の切断除去部分の左右の切断除去面2上に架設してこの側溝ブロック1の切断除去部分を閉塞する板状であって且つ左右両側部に前記ボルト挿通孔4を備えた構成とすれば、この側溝上部補修体6を側溝ブロック1の切断除去部分の切断除去面2上に固定することで、別途側溝蓋などを設置施工することなく、蓋付の側溝に改修されることになる。   Further, for example, the side groove upper repair body 6 is a plate-like shape that is constructed on the left and right cut and removal surfaces 2 of the cut and removed portion of the side groove block 1 and closes the cut and removed portion of the side groove block 1. If it is set as the structure provided with the said bolt penetration hole 4 on both sides, this side groove upper part repair body 6 is fixed on the cutting removal surface 2 of the cutting removal part of the side groove block 1, and separately installs a side groove cover etc. It will be repaired to a gutter with a lid.

本発明の具体的な実施例について図面に基づいて説明する。   Specific embodiments of the present invention will be described with reference to the drawings.

本実施例は、老朽化した改修対象の既設U字形側溝の側溝ブロック1の上部を切断除去し、この側溝ブロック1の切断除去部分の切断除去面2上に、切断除去部分に相当する側溝上部補修体6を新設する側溝改修工法に係るものである。   In this embodiment, the upper part of the side groove block 1 of the existing U-shaped side groove to be repaired is cut and removed, and the upper part of the side groove corresponding to the cut and removed part is formed on the cut and removed surface 2 of the cut and removed part of the side groove block 1. This relates to the gutter repair method for newly installing the repair body 6.

本実施例で使用する側溝上部補修体6は、前記側溝ブロックの上部に配設する側溝蓋と同等の形状にコンクリートで一体成形している。即ち、側溝蓋の機能も兼ね備える側溝上部補修体6を採用した場合を示している。尚、図示していないが、側溝上部補修体6は前記側溝ブロック1の切断除去部分と同形状を呈するものでも良く、この場合は別途新たな側溝蓋を設置施工する。   The side groove upper repair body 6 used in the present embodiment is integrally formed of concrete into a shape equivalent to a side groove cover disposed on the upper side of the side groove block. That is, the case where the side groove upper repair body 6 having the function of the side groove cover is employed is shown. Although not shown, the side groove upper repair body 6 may have the same shape as the cut and removed portion of the side groove block 1, and in this case, a new side groove cover is separately installed and installed.

本実施例の側溝上部補修体6について更に詳しく説明すると、図4,図5に示すように、前記側溝ブロック1の長さ幅と同等の長さ幅を有する長方形板状であって、長さ方向と直交する横幅が、この側溝上部補修体6を側溝ブロック1と長さ方向を合致させて側溝ブロック1の切断除去部分の左右の切断除去面2上に載置した際に、左右の切断除去面2上に架設状態に載置してこの側溝ブロック1の切断除去部分を閉塞可能な横幅を有する長方形板状体に構成している。   The side groove upper repair body 6 of the present embodiment will be described in more detail. As shown in FIGS. 4 and 5, the side groove upper repair body 6 has a rectangular plate shape having a length width equivalent to the length width of the side groove block 1. When the lateral groove upper repair body 6 is placed on the left and right cut / removed surfaces 2 of the cut / removed portion of the side groove block 1 with the lateral groove block 1 aligned in the length direction with the lateral width orthogonal to the direction, It is mounted on the removal surface 2 in a erected state, and is formed into a rectangular plate-like body having a lateral width capable of closing the cut and removed portion of the side groove block 1.

また、この側溝上部補修体6は、その長さ方向に沿って排水用のスリット18が複数並設状態に形成された側溝蓋形状とし、側溝ブロック1の切断除去部分の左右の切断除去面2上に載置した際に、その左右側面と側溝に隣接するアスファルト面などとの間に硬化剤9注入用の隙間8が生じる形状となるように、横幅寸法を設定構成している。   Further, the side groove upper repair body 6 has a side groove cover shape in which a plurality of slits 18 for drainage are formed side by side along the length direction, and the left and right cut and removal surfaces 2 of the cut and removed portions of the side groove block 1 are formed. The width dimension is set and configured so that a gap 8 for injecting the curing agent 9 is formed between the left and right side surfaces and the asphalt surface adjacent to the side groove when placed on the top.

また、この側溝上部補修体6の左右両側の四隅付近に、昇降調整用ボルト3を上下方向に挿通可能なボルト挿通孔4を貫通形成し、このボルト挿通孔4に昇降調整ボルト3を螺着するための雌螺子部5を設けている。   Further, bolt insertion holes 4 through which the lifting adjustment bolts 3 can be inserted vertically are formed in the vicinity of the four left and right corners of the side groove upper repair body 6, and the lifting adjustment bolts 3 are screwed into the bolt insertion holes 4. A female screw portion 5 is provided.

更に具体的には、図6に示すように、側溝上部補修体6のコンクリート成形に際して前記ボルト挿通孔4を一体成形すると共に、雌螺子部5を備えた金属製の雌螺子プレート10が前記ボルト挿通孔4内に配設するようにこの雌螺子プレート10をインサート成形している。尚、図示していないが、金属プレートにナットを溶接したものを雌螺子プレート10として側溝上部補修体6にインサート成形しても良い。   More specifically, as shown in FIG. 6, when the side groove upper repair body 6 is concrete-molded, the bolt insertion hole 4 is integrally formed, and a metal female screw plate 10 provided with a female screw portion 5 is used as the bolt. The female screw plate 10 is insert-molded so as to be disposed in the insertion hole 4. In addition, although not shown in figure, you may insert-mold to the side groove upper repair body 6 by making what welded the nut to the metal plate the female screw plate 10. FIG.

また、ボルト挿通孔4の雌螺子プレート10(雌螺子部5)より上方部を、上側ほど徐々に径が拡大する漏斗形状に形成し、これによりボルト挿通孔4に上方から昇降調整ボルト3や後述する硬化剤9や棒状連結体12などを入れ易くしている。   Further, the upper part of the bolt insertion hole 4 above the female screw plate 10 (female screw part 5) is formed in a funnel shape whose diameter gradually increases toward the upper side. It is easy to put a curing agent 9 or a rod-like connecting body 12 described later.

このボルト挿通孔4の雌螺子部5に螺着する本実施例の前記昇降調整ボルト3は、図6,図7に示すように、回動操作部7としての角形頭部7Aを有するボルト(六角ボルト)であって、ボルト挿通孔4の孔長より長く且つボルト先端が前記側溝上部補修体6の下方へ突出して前記切断除去面2上に当接した状態で基端の回動操作部7が側溝上部補修体6の上方へ突出する長さを有するボルトを採用している。   As shown in FIGS. 6 and 7, the lifting adjustment bolt 3 of this embodiment that is screwed into the female screw portion 5 of the bolt insertion hole 4 is a bolt having a square head 7 </ b> A as the rotation operation portion 7. Hexagonal bolt), which is longer than the hole length of the bolt insertion hole 4, and the bolt distal end protrudes below the side groove upper repair body 6 and abuts on the cutting and removing surface 2 in the state of rotating the proximal end. A bolt 7 has a length protruding upward from the side groove upper repair body 6.

次に、本実施例の側溝上部補修体6と昇降調整ボルト3を用いた側溝改修工法を説明する。   Next, the side groove repair method using the side groove upper repair body 6 and the lifting adjustment bolt 3 of this embodiment will be described.

改修対象の既設側溝のU字型側溝ブロック1から側溝蓋14を取り外し(図1(a)参照)、側溝ブロック1の左右上部を適宜なコンクリート切断機15で切断し(図1(b)参照)、切断部分を除去する(図1(c)参照)。   The side groove cover 14 is removed from the U-shaped side groove block 1 of the existing side groove to be repaired (see FIG. 1A), and the left and right upper portions of the side groove block 1 are cut with an appropriate concrete cutting machine 15 (see FIG. 1B). ), Removing the cut portion (see FIG. 1C).

次いで、側溝ブロック1の左右の切断除去面2上に、前記側溝上部補修体6の前記各ボルト挿通孔4に位置を対応させて連結孔11を縦設状態に設ける(図1(d),図4参照)。また、この連結孔11は、その開口径を昇降調整ボルト3のボルト径より小さい径寸法とし、これにより連結孔11にボルト挿通孔4の位置を合わせて昇降調整ボルト3のボルト先端部を側溝上部補修体6の下方から突出させると、連結孔11に挿入することなくこの連結孔11の上部開口部を閉塞するようにして切断除去面2上に当接し、これによりこの連結孔11内に硬化剤9が入り込むことを防止する構成としている(図6,図7参照)。尚、これまでの側溝改修工法では、連結孔11に昇降調整ボルト3のボルト先端部を挿入した上で連結孔11内に接着剤を注入してこの連結孔11に配した昇降調整ボルト3の先端部を連結孔11に強固に一体化させるが、本実施例では、昇降調整ボルト3を後で取り外すために連結孔11にボルト先端部を挿入させず、また接着剤も注入しない。   Next, on the left and right cut / removal surfaces 2 of the side groove block 1, the connecting holes 11 are provided in a vertically provided state so as to correspond to the positions of the bolt insertion holes 4 of the side groove upper repair body 6 (FIG. 1 (d), (See FIG. 4). Further, the opening diameter of the connecting hole 11 is smaller than the bolt diameter of the lifting / lowering adjustment bolt 3, whereby the position of the bolt insertion hole 4 is aligned with the connecting hole 11, and the bolt tip portion of the lifting / lowering adjusting bolt 3 is laterally grooved. When protruding from below the upper repair body 6, the upper opening of the connection hole 11 is closed without being inserted into the connection hole 11, and comes into contact with the cut-and-removed surface 2. It is set as the structure which prevents the hardening | curing agent 9 entering (refer FIG. 6, FIG. 7). It should be noted that in the conventional side groove renovation method, the bolt tip of the lifting adjustment bolt 3 is inserted into the connection hole 11, the adhesive is injected into the connection hole 11, and the lifting adjustment bolt 3 disposed in the connection hole 11. The tip is firmly integrated into the connecting hole 11, but in this embodiment, the bolt tip is not inserted into the connecting hole 11 and the adhesive is not injected in order to remove the lifting adjustment bolt 3 later.

次いで、この左右の切断除去面2上に、側溝ブロック1の左右の内壁面と略面一状態にして柔軟性を有する長尺形状のシール部材13を載置し、このシール部材13の上方から側溝上部補修体6を載置する(図2(e),図4,図5参照)。このシール部材13により側溝上部補修体6の下部及び側面と側溝ブロック1の切断除去部分との間に生じる隙間8が、側溝ブロック1の左右の内壁面側位置で閉塞されることになる。このシール部材13は、前記隙間8に硬化剤9を充填するが、この際に硬化剤9の漏出を防止するためのものである。尚、図10の別例に示すように、両端部に柔軟性のあるシール部材13を備えたターンバックル式のジャッキ19を使用し、このジャッキ19の両端部のシール部材13で側溝上部補修体6の下部と側溝ブロック1の切断除去部分との隙間8の内端部を閉塞するようにして側溝ブロック1の左右の内壁面間に架設固定することにより、隙間8からの硬化剤9の漏出を防止するようにしても良い。   Next, on the left and right cut / removal surfaces 2, an elongate seal member 13 having flexibility is placed so as to be substantially flush with the left and right inner wall surfaces of the side groove block 1, and from above the seal member 13. The side groove upper repair body 6 is placed (see FIGS. 2E, 4 and 5). The gap 8 generated between the lower and side surfaces of the side groove upper repair body 6 and the cut and removed portion of the side groove block 1 is blocked by the seal member 13 at the positions on the left and right inner wall surfaces of the side groove block 1. The sealing member 13 is used to prevent the curing agent 9 from leaking out while filling the gap 8 with the curing agent 9. In addition, as shown in another example of FIG. 10, a turnbuckle type jack 19 having flexible seal members 13 at both ends is used, and the side groove upper repair body is formed by the seal members 13 at both ends of the jack 19. Leakage of the curing agent 9 from the gap 8 by erection and fixing between the left and right inner wall surfaces of the side groove block 1 so as to close the inner end of the gap 8 between the lower portion of the groove 6 and the cut and removed portion of the side groove block 1 You may make it prevent.

次いで、前記各ボルト挿通孔4に夫々上方から昇降調整ボルト3を挿通して前記雌螺子部5に螺着すると共に、各昇降調整ボルト3を下方へ進出螺動させて連結孔11を閉塞するように切断除去面2上に当接させ、各ボルト挿通孔4より上方へ突出している各昇降調整ボルト3の回動操作部7(角形頭部7A)をスパナ17などの回動工具17で回動操作して、側溝上部補修体6を設置する地面(道路面)の高さなどの設置状況に応じて、この側溝上部補修体6の高さ調整や傾斜姿勢調整を行う(図2(f),図7,図8参照)。   Next, the up / down adjustment bolts 3 are inserted into the respective bolt insertion holes 4 from above and screwed to the female screw portions 5, and the up / down adjustment bolts 3 are advanced downward to close the connection holes 11. In this way, the rotating operation part 7 (square head 7A) of each lifting adjustment bolt 3 which is brought into contact with the cutting removal surface 2 and protrudes upward from each bolt insertion hole 4 is moved with a rotating tool 17 such as a spanner 17. Rotating operation is performed to adjust the height and inclination of the side groove upper repair body 6 according to the installation situation such as the height of the ground (road surface) on which the side groove upper repair body 6 is installed (FIG. 2 ( f), see FIG. 7 and FIG.

次いで、側溝上部補修体6の下部及び左右側面と側溝ブロック1の切断除去部分との隙間8にコンクリート9Aを採用した硬化剤9を充填し、この硬化剤9の硬化により側溝上部補修体6を側溝ブロック1の切断除去面2に固定する(図2(g)参照)。この際、前記シール部材13により側溝ブロック1内に硬化剤9が漏出することが防止される。また、連結孔11は、昇降調整ボルト3のボルト先端部に閉塞されていることによって硬化剤9が入り込むことが阻止される。   Next, the lower groove of the side groove upper repair body 6 and the gap 8 between the left and right side surfaces and the cut and removed portion of the side groove block 1 are filled with a curing agent 9 employing concrete 9A, and the side groove upper repair body 6 is cured by the curing of the curing agent 9. It fixes to the cutting removal surface 2 of the side groove block 1 (refer FIG.2 (g)). At this time, the sealing member 13 prevents the curing agent 9 from leaking into the side groove block 1. Further, the connection hole 11 is blocked by the bolt tip of the lifting adjustment bolt 3, thereby preventing the curing agent 9 from entering.

次いで、昇降調整ボルト3の回動操作部7をスパナ17などの回動工具17や電動回動工具を用いて回動操作し、この昇降調整ボルト3をボルト挿通孔4から取り外す(図2(h)参照)。すると、この昇降調整ボルト3を取り外したボルト挿通孔4(雌螺子部5)と前記連結孔11とが、昇降調整ボルト3が存在していた硬化剤9部分を介して連通状態となっている。また、この際、昇降調整ボルト3は、硬化剤9の硬化によって回動操作しづらくなってはいるものの、専用の接着剤で接着していないこともあって強く回動操作することで取り外すことが可能である。このことは出願人の試作実験により確認されている。   Next, the turning operation portion 7 of the lifting adjustment bolt 3 is turned using a turning tool 17 such as a spanner 17 or an electric turning tool, and the lifting adjustment bolt 3 is removed from the bolt insertion hole 4 (FIG. 2 ( h)). Then, the bolt insertion hole 4 (female screw portion 5) from which the lifting / lowering adjustment bolt 3 is removed and the connecting hole 11 are in communication with each other via the curing agent 9 portion where the lifting / lowering adjustment bolt 3 was present. . At this time, the lifting adjustment bolt 3 is difficult to rotate due to the hardening of the curing agent 9, but it is not adhered with a special adhesive and may be removed by strong rotation. Is possible. This has been confirmed by the applicant's prototype experiment.

次いで、この連通状態となっているボルト挿通孔4と連結孔11に接着剤16を充填し(図3(i)参照)、この接着剤16が完全に硬化する前にボルト連通孔4と連結孔11とに、この双方にかかる長さの棒状連結体12としての鉄筋12を奥深くまで挿入し(図3(j)参照)、接着剤が硬化したらこの連結体12の上方からボルト連結孔4にモルタル9Bを採用した硬化剤9を充填し(図3(k)参照)、この硬化剤9の硬化をもって改修施工完了となる(図3(l),図9参照)。   Next, the adhesive 16 is filled in the bolt insertion hole 4 and the connection hole 11 in this communication state (see FIG. 3 (i)), and the bolt connection hole 4 is connected before the adhesive 16 is completely cured. A rebar 12 as a rod-like connecting body 12 having a length over both of these holes 11 is inserted deeply into the hole 11 (see FIG. 3 (j)). When the adhesive is cured, the bolt connecting hole 4 from above the connecting body 12 is inserted. Is filled with a curing agent 9 employing mortar 9B (see FIG. 3 (k)), and the repair work is completed when the curing agent 9 is cured (see FIGS. 3 (l) and 9).

尚、本実施例では、棒状連結体12として鉄筋12を採用した場合を示したが、連結孔11より径小なボルトなどの棒状体を採用しても良い。   In this embodiment, the case where the reinforcing bar 12 is used as the rod-like connecting body 12 is shown, but a rod-like body such as a bolt having a diameter smaller than that of the connecting hole 11 may be adopted.

尚、本発明は、本実施例に限られるものではなく、各構成要件の具体的構成は適宜設計し得るものである。   Note that the present invention is not limited to this embodiment, and the specific configuration of each component can be designed as appropriate.

1 側溝ブロック
2 切断除去面
3 昇降調整ボルト
4 ボルト挿通孔
5 雌螺子部
6 側溝上部補修体
7 回動操作部
7A 角形頭部
8 隙間
9 硬化剤
10 雌螺子プレート
11 連結孔
12 連結体
13 シール部材
DESCRIPTION OF SYMBOLS 1 Side groove block 2 Cutting removal surface 3 Lifting adjustment bolt 4 Bolt insertion hole 5 Female screw part 6 Side groove upper repair body 7 Rotating operation part 7A Square head 8 Crevice 9 Hardener
10 Female screw plate
11 Connecting hole
12 Connected body
13 Seal member

Claims (6)

改修対象の既設U字形側溝の側溝ブロックの上部を切断除去し、この側溝ブロックの切断除去部分の切断除去面上に、この切断除去面に当接する昇降調整ボルトを挿通するためのボルト挿通孔が上下方向に貫通形成されると共にこのボルト挿通孔に昇降調整ボルトを螺着するための雌螺子部が設けられた構成の側溝上部補修体を設置し、この側溝上部補修体を前記切断除去面上に設置する前若しくは後に、前記昇降調整ボルトを前記ボルト挿通孔に上方から挿通して前記雌螺子部に螺着すると共に、この昇降調整ボルトは、ボルト挿通孔の孔長より長く且つボルト先端が前記側溝上部補修体の下方へ突出して前記切断除去面上に当接した状態で基端の回動操作部が側溝上部補修体の上方へ突出する長さを有する構成とし、この昇降調整ボルトの前記回動操作部を回動操作することで側溝上部補修体を適正な設置姿勢に昇降調整し、側溝上部補修体の下部と側溝ブロックの切断除去部分との隙間に硬化剤を充填し、この硬化剤の硬化により側溝上部補修体を側溝ブロックの切断除去面に固定した後、前記昇降調整ボルトの回動操作部を回動操作してこの昇降調整ボルトをボルト挿通孔から取り外し、このボルト挿通孔に硬化剤を充填することを特徴とする側溝改修工法。   The upper part of the side groove block of the existing U-shaped side groove to be repaired is cut and removed, and a bolt insertion hole for inserting a lifting adjustment bolt abutting against the cut and removed surface on the cut and removed surface of the cut and removed portion of the side groove block is provided. A side groove upper repair body having a structure in which a female screw portion for screwing an elevating adjustment bolt into the bolt insertion hole is provided and the side groove upper repair body is installed on the cut and removed surface. Before or after installation, the elevating adjustment bolt is inserted into the bolt insertion hole from above and screwed into the female screw portion. The elevating adjustment bolt is longer than the hole length of the bolt insertion hole and has a bolt tip. The lifting adjustment bolt has a length that protrudes downward from the side groove upper repair body and has a length in which the rotation operation portion of the proximal end protrudes above the side groove upper repair body in a state of being in contact with the cut and removal surface. By rotating the turning operation part, the side groove upper repair body is adjusted up and down to an appropriate installation posture, and the gap between the lower part of the side groove upper repair body and the cut and removed portion of the side groove block is filled with a curing agent. After fixing the side groove upper repair body to the cut and removal surface of the side groove block by curing the curing agent, the lifting operation bolt is rotated to remove the lifting adjustment bolt from the bolt insertion hole, and this bolt insertion A side groove repair method characterized by filling a hole with a curing agent. 前記雌螺子部を備えた雌螺子プレートを、前記ボルト挿通孔にインサート成形したことを特徴とする請求項1記載の側溝改修工法。   The side groove repair method according to claim 1, wherein a female screw plate having the female screw part is insert-molded into the bolt insertion hole. 前記回動操作部として角形頭部を有する前記昇降調整ボルトを採用したことを特徴とする請求項1,2のいずれか1項に記載の側溝改修工法。   The gutter repair method according to any one of claims 1 and 2, characterized in that the lifting adjustment bolt having a square head is adopted as the turning operation portion. 前記側溝上部補修体の前記ボルト挿通孔と位置を対応させて前記切断除去面に連結孔を穿設し、このボルト挿通孔と連結孔の位置を合わせて側溝上部補修体を切断除去面上に設置し、前記昇降調整ボルトの前記回動操作部を回動操作することで側溝上部補修体を適正な設置姿勢に昇降調整し、側溝上部補修体の下部と側溝ブロックの切断除去部分との隙間に硬化剤を充填し、この硬化剤の硬化により側溝上部補修体を側溝ブロックの切断除去面に固定した後、前記昇降調整ボルトの回動操作部を回動操作してこの昇降調整ボルトを前記ボルト挿通孔から取り外し、このボルト挿通孔と前記連結孔とに棒状の連結体を挿通すると共に硬化剤を充填することを特徴とする請求項1〜3のいずれか1項に記載の側溝改修工法。   A connection hole is formed in the cutting and removing surface in correspondence with the bolt insertion hole of the side groove upper repair body, and the side groove upper repair body is placed on the cutting and removal surface by aligning the position of the bolt insertion hole and connection hole. Install and adjust the side groove upper repair body up and down to an appropriate installation posture by rotating the rotation operation part of the lifting adjustment bolt, and the gap between the lower part of the side groove upper repair body and the cut and removal part of the side groove block The side groove upper repair body is fixed to the cut / removed surface of the side groove block by curing the curing agent, and then the lifting operation bolt is rotated to rotate the lifting adjustment bolt. The side groove repairing method according to any one of claims 1 to 3, wherein the side groove repairing method according to any one of claims 1 to 3, wherein the side groove repairing method is performed by removing the bolt from the bolt insertion hole, inserting a rod-shaped coupling body into the bolt insertion hole and the coupling hole, and filling a curing agent. . 前記側溝上部補修体の下部と、前記側溝ブロックの切断除去部分の左右の切断除去面との間をシール部材で閉塞し、この側溝上部補修体の下部と側溝ブロックの切断除去部分との隙間に充填する前記硬化剤の漏出をこのシール部材で防止することを特徴とする請求項1〜4のいずれか1項に記載の側溝改修工法。   The gap between the lower part of the side groove upper repair body and the left and right cut and removal surfaces of the cut and removed part of the side groove block is sealed with a seal member, and the gap between the lower part of the side groove upper repair body and the cut and removed part of the side groove block is closed. The side groove repair method according to any one of claims 1 to 4, wherein leakage of the curing agent to be filled is prevented by the seal member. 前記側溝上部補修体は、前記側溝ブロックの切断除去部分の左右の切断除去面上に架設してこの側溝ブロックの切断除去部分を閉塞する板状であって且つ左右両側部に前記ボルト挿通孔を備えた構成としたことを特徴とする請求項1〜5のいずれか1項に記載の側溝改修工法。   The side groove upper repair body is a plate-like shape that is laid on the right and left cut and removal surfaces of the cut and removed portion of the side groove block and closes the cut and removed portion of the side groove block, and the bolt insertion holes are formed on both left and right sides. The gutter repair method according to any one of claims 1 to 5, wherein the gutter repair method is provided.
JP2010088791A 2010-04-07 2010-04-07 Gutter repair method Active JP4992067B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015187389A (en) * 2015-07-31 2015-10-29 株式会社ニッコン Structure for gutter regeneration
JP2018076672A (en) * 2016-11-08 2018-05-17 ゴトウコンクリート株式会社 Device for adjusting installation height of slit cover
JP2020041286A (en) * 2018-09-07 2020-03-19 ケイコン株式会社 Method of renovating circular water conduit

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JPH0411134A (en) * 1990-04-27 1992-01-16 Fuji Shoji:Yugen Execution process of channel
JPH09221769A (en) * 1996-02-20 1997-08-26 Yoji Sasaki Elevation adjuster and concrete secondary product with adjuster
JP2003227167A (en) * 2002-02-04 2003-08-15 Chiba Yohgyoh Co Ltd Height adjusting device of concrete member
JP2008240358A (en) * 2007-03-27 2008-10-09 Takahashi Doken Kk L-shaped side ditch construction method
JP2009228423A (en) * 2009-06-12 2009-10-08 Takahashi Doken Kk Construction method of repairing side ditch
JP2010065407A (en) * 2008-09-09 2010-03-25 Maeta Seihin Hanbai Ltd Concrete product with height adjusting mechanism

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Publication number Priority date Publication date Assignee Title
JPH0411134A (en) * 1990-04-27 1992-01-16 Fuji Shoji:Yugen Execution process of channel
JPH09221769A (en) * 1996-02-20 1997-08-26 Yoji Sasaki Elevation adjuster and concrete secondary product with adjuster
JP2003227167A (en) * 2002-02-04 2003-08-15 Chiba Yohgyoh Co Ltd Height adjusting device of concrete member
JP2008240358A (en) * 2007-03-27 2008-10-09 Takahashi Doken Kk L-shaped side ditch construction method
JP2010065407A (en) * 2008-09-09 2010-03-25 Maeta Seihin Hanbai Ltd Concrete product with height adjusting mechanism
JP2009228423A (en) * 2009-06-12 2009-10-08 Takahashi Doken Kk Construction method of repairing side ditch

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015187389A (en) * 2015-07-31 2015-10-29 株式会社ニッコン Structure for gutter regeneration
JP2018076672A (en) * 2016-11-08 2018-05-17 ゴトウコンクリート株式会社 Device for adjusting installation height of slit cover
JP2020041286A (en) * 2018-09-07 2020-03-19 ケイコン株式会社 Method of renovating circular water conduit

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