JP2014101745A - Strut member for irrigation canal repair - Google Patents

Strut member for irrigation canal repair Download PDF

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JP2014101745A
JP2014101745A JP2013118408A JP2013118408A JP2014101745A JP 2014101745 A JP2014101745 A JP 2014101745A JP 2013118408 A JP2013118408 A JP 2013118408A JP 2013118408 A JP2013118408 A JP 2013118408A JP 2014101745 A JP2014101745 A JP 2014101745A
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mounting
holding
beam body
irrigation
beam member
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Shigeaki Sekine
繁明 関根
Naoki Yokomi
直樹 横見
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Meiwa Industry Co Ltd
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Meiwa Industry Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a member for constructing a novel strut as measures to cope with aging of a strut installed between coping parts on both banks in an irrigation canal.SOLUTION: A strut member for irrigation canal repair is formed from a beam member 1 and a retaining member 2. The beam member 1 includes: a mount body 11 to a coping part of an irrigation canal to be repaired; and a beam body 12 protruding on a front face of the mount body and being longer than a width of the irrigation canal. The retaining member 2 includes a holding connection body which is connected in a non-fixed manner while being formed from: a mount body 21 to the coping part; a beam body placing part 22 which protrudes for an appropriate length on a front face of the mount body; and a holding and covering part 23 which covers the placed beam body 12 and connects with the beam body placement part 22. The beam body 12 is cut into a predetermined length in accordance with a width of the irrigation canal, the mount bodies 11, 21 are mounted in both bank coping parts 01 and the beam body 12 is connected with the holding connection bodies 22, 23, such that the beam body 12 is installed between the copings of the irrigation canal.

Description

本発明は、主として矢板鋼板によって側壁形成された農業用水路の補修に使用する梁部材に関するものである。   The present invention relates to a beam member used for repairing an agricultural waterway formed mainly by a sheet pile steel plate.

矢板鋼板を両岸に打ち込み、矢板鋼板の上端に笠木コンクリート打設して形成した構造の用水路が知られている(特許文献1,特開2002−129537号公報の図2)。   An irrigation channel having a structure formed by driving a sheet pile steel sheet on both sides and placing a headboard concrete on the upper end of the sheet pile sheet steel is known (FIG. 2 of JP-A-2002-129537).

これらの用水路は経年変化によって補修が必要であり、補修手段としてコンクリート矢板で被覆する手段(特許文献1)、補修対象範囲を新たな鋼板で被覆する手段(特許文献2,特開2012−180728号公報)などが知られている。   These irrigation channels need to be repaired due to secular change. Means for covering with a concrete sheet pile as a repair means (Patent Document 1), means for covering a repair target area with a new steel plate (Patent Document 2, JP 2012-180728 A) Publications) are known.

特開2002−129537号公報の図2。FIG. 2 of Japanese Patent Application Laid-Open No. 2002-129537. 特開2012−180728号公報。JP2012-180728A.

矢板鋼板使用の農業用水路は、矢板を土中に打ち込んで両岸からの背圧を受け止めているものであり、前記背圧に対する耐久力を増すために笠木コンクリート間、または笠木コンクリートを形成するために矢板鋼板上に載置したH型鋼の間に、梁部材を架設している。   Agricultural waterways using sheet pile steel plates are driven by sheet piles into the soil to receive back pressure from both banks. In order to increase durability against the back pressure, between caps and concrete or to form caps concrete A beam member is installed between the H-shaped steels placed on the sheet pile steel plate.

前記の梁部材に対しては、常時地盤からの圧力が加わっていると共に、用水路に水が流れているので当然に湿気があり、梁部材が金属製の場合には腐食して破損してしまう。梁部材が損傷して欠損すると、用水路が狭められ用水機能が低下してしまうので、用水路の全面改修に至らない前においては、梁部材の新規装着が即応的な対応である。   The above-mentioned beam member is constantly applied with pressure from the ground, and water is flowing in the irrigation channel, so there is naturally moisture. If the beam member is made of metal, it will be corroded and damaged. . If the beam member is damaged and lost, the irrigation channel is narrowed and the irrigation function is deteriorated. Therefore, before the entire irrigation channel is repaired, new installation of the beam member is an immediate response.

そこで本発明は、幅員が相違する用水路に対しても速やかに取り付けることのできる新規な用水路補修用切梁部材を提案したものである。   Therefore, the present invention proposes a novel irrigation channel repair beam member that can be quickly attached to irrigation channels having different widths.

請求項1記載の発明に係る用水路補修用切梁部材は、補修対象の用水路の笠木部前面と当接させる受け板部と、受け板部の上端から背後方向に延設した載置板部とを備えた装着体、及び前記装着体の前面に突設した用水路幅より長い梁体を備えた梁部材と、前記梁部材の装着体と同様の装着体、及び前記装着体の前面に梁体の先端を抱持して非固定で連結可能とした抱持連結体を備えた受け部材とで構成されることを特徴とするものである。   A beam member for repairing a water channel according to the invention of claim 1 is a receiving plate portion that abuts against the front surface of the head portion of the water channel to be repaired, and a mounting plate portion that extends backward from the upper end of the receiving plate portion. A mounting body comprising: a beam member having a beam body longer than the irrigation channel projecting from the front surface of the mounting body; a mounting body similar to the mounting body of the beam member; and a beam body on the front surface of the mounting body It is comprised with the receiving member provided with the holding | maintenance coupling body which hold | gripped the front-end | tip of this and was able to connect non-fixedly.

而して梁体を当該用水路の幅員に合わせて切断して、梁部材及び受け部材の装着体を用水路の笠木部に装着すると共に、梁体の先端部分を抱持連結体に非固定で抱持して連結して、装着体に抜け止め処置を施すことで、梁体が用水路の切梁として新規に架設されることになる。従って梁体自体は両岸間で固定されるものではなく、梁体の先端面が受け部材の装着体に当接するのみであるから、両岸間に加わる圧力(地盤からの背圧)に対しては十分に耐え得るものであり、また地震等によって両岸間を拡げる力が加わった場合には、梁体先端が抱持連結体内で移動し、笠木部と装着体との間に力が加わらないので、設置した切梁にもまた切梁構築箇所の笠木部にも損傷は生じない。   Thus, the beam body is cut in accordance with the width of the irrigation channel, and the mounting body of the beam member and the receiving member is mounted on the headboard portion of the irrigation channel, and the distal end portion of the beam body is embraced by the holding connection body. By holding and connecting and applying a retaining treatment to the mounting body, the beam body is newly constructed as a cut beam of the irrigation channel. Therefore, the beam itself is not fixed between the two banks, but only the tip surface of the beam is in contact with the mounting body of the receiving member. Therefore, against the pressure applied between the two banks (back pressure from the ground) If the force that spreads between the two banks due to an earthquake or the like is applied, the tip of the beam will move in the holding connection, and there will be a force between the headboard and the mounting body. Since it is not added, there will be no damage to the installed beam and the headboard of the beam construction site.

請求項2記載に係る発明は、梁部材を独立した梁体と、梁体の先端を抱持して非固定で連結可能とした抱持連結体を備えた装着体とで構成したもので、梁体を独立部材とすることで、部材梁部材及び受け部材の双方に使用される装着体を同一構造とすることができる。   The invention according to claim 2 is composed of an independent beam body with a beam member, and a mounting body including a holding connection body that holds the tip of the beam body and can be connected unfixed. By using the beam body as an independent member, the mounting body used for both the member beam member and the receiving member can have the same structure.

請求項3記載に係る発明は、抱持連結体の構成を特定したもので、抱持連結体を、装着体から適宜長さ突設した梁体載置部と、載置した梁体先端部分に被冠して前記梁体載置部と連結する抱持被冠部で構成したもので、梁体を所定の長さに切断した後に、受け部材の装着体を用水路の一方の岸の笠木部に装着し、梁部材の装着体を対岸の笠木部に装着すると共に、梁体の先端を梁体載置部に載置し、抱持被冠部を、載置した梁体に被冠して非固定状態で抱持連結するもので、受け部材を笠木部に装着した後に梁部材の笠木部への装着を行うために、梁体の長さの微調整作業を容易に行うことができる。   The invention according to claim 3 specifies the configuration of the holding connection body, and the holding connection body is attached to the beam body mounting portion protruding from the mounting body with an appropriate length, and the mounted beam body tip portion. It is composed of a holding crown part that is crowned and connected to the beam body mounting part, and after the beam body is cut to a predetermined length, the mounting body of the receiving member is attached to the headboard part on one shore of the irrigation channel. In addition, the beam member mounting body is mounted on the headboard portion on the opposite bank, the tip of the beam body is mounted on the beam body mounting portion, and the holding crown portion is crowned on the mounted beam body in an unfixed state. In the hug connection, the beam member is attached to the headboard portion after the receiving member is attached to the headboard portion, so that the fine adjustment work of the length of the beam body can be easily performed.

また請求項4に係る用水路補修用切梁部材は、前記の請求項3記載の抱持連結体の構成において、梁体載置部を、梁体の断面形状と対応する半筒形状で、両側方に鍔部を突設した、抱持被冠部を、梁体に被冠する半筒状で、両側方に鍔部を上下より挟み込む折り返し挟持部を突設したものである。前記部材は、梁体の先端を梁体載置部に載置した後に、抱持被冠部を梁体載置部外の梁体上面に被冠し、そのまま梁体載置部方向へ移動させると、折り返し挟持部が鍔部を上下に挟み込むので、挟持部をカシメたり、或いはスポット溶接で連結すると、抱持被冠部の装着作業が容易に行える。   Further, in the configuration of the holding coupling body according to claim 3, the canal repairing beam member according to claim 4 is configured so that the beam body mounting portion has a semi-cylindrical shape corresponding to the cross-sectional shape of the beam body and is disposed on both sides. The holding crown portion is provided with a collar portion in a semi-cylindrical shape that is crowned on the beam body, and a folded holding portion that sandwiches the collar portion from above and below is provided on both sides. After the tip of the beam body is placed on the beam body placing portion, the member is crowned on the upper surface of the beam body outside the beam body placing portion, and is moved in the direction toward the beam body placing portion as it is. Since the heel portion is sandwiched up and down, when the clamping portion is crimped or connected by spot welding, the mounting operation of the holding crown portion can be easily performed.

請求項5記載に係る発明は、抱持連結体の構成を特定したもので、抱持連結体を、装着体から適宜長さ突設し、梁体先端部分が挿着される筒部或いは筒状梁体に装着される棒状部で構成したものである。前記部材は、梁体を所定の長さに切断した後に、梁体を筒部に挿入し或いは棒状部を筒状梁体に挿入して、両装着体の載置板部を笠木体の上面に載置し、梁体が笠木部と直交する位置で、装着体を適宜な手段で抜け止め処置を施して切梁の構築を行うものである。   The invention according to claim 5 specifies the configuration of the holding connection body, and the holding connection body is provided with a suitable length projecting from the mounting body, and a cylindrical portion or a cylinder into which the beam body tip portion is inserted. It is comprised by the rod-shaped part with which a cylindrical beam body is mounted | worn. The member is formed by cutting the beam body into a predetermined length, and then inserting the beam body into the cylindrical portion or inserting the rod-shaped portion into the cylindrical beam body, and placing the mounting plate portions of both mounting bodies on the upper surface of the headboard body. In the position where the beam body is orthogonal to the headboard portion, the attachment body is subjected to a retaining treatment by an appropriate means to construct the cut beam.

また請求項6に係る用水路補修用切梁部材は、上記の各部材において装着体の抜け止め処置の構造を特定したもので、各装着体が、受け板部の下端から背後方向に、用水路側壁面から笠木部が張り出している長さより下方へ延設した抜け止め板部を備えてなる。従って装着体の載置板部を笠木部の上面に載置し、抜け止め部を笠木部の下方に差し入れることで、装着体の上方への離脱が阻止され、装着体を容易に笠木部に取り付けることができるものである。   Further, the irrigation repairing beam member according to claim 6 is the one in which the structure for preventing the attachment body from being detached is specified in each of the above-mentioned members, and each attachment body is located on the irrigation channel side in the rearward direction from the lower end of the receiving plate portion. A retaining plate portion extending downward from the length over which the head portion projects from the wall surface is provided. Therefore, by placing the mounting plate portion of the mounting body on the top surface of the headboard portion and inserting the retaining portion below the headboard portion, the mounting body is prevented from being detached upward, and the mounting body can be easily removed. It can be attached to.

更に請求項7に係る用水路補修用切梁部材は、前記の請求項6の構成において、特に前記抜け止め板部の両側に、背後端縁からスリットを設けて適宜幅の折り返し板部を形成してなるものである。従って、装着体を笠木部に取り付けたのちに、折り返し板部を、笠木部を構成するH型鋼の下縁背面に折り返すと、装着体の笠木部からの離脱が確実に防止できる。   Furthermore, the irrigation channel member according to claim 7 is the structure of claim 6 in which slits are provided from the rear end edge on both sides of the retaining plate portion to form a folded plate portion having an appropriate width. It will be. Therefore, after attaching a mounting body to a headboard part, if a folding | turning board part is folded back to the lower edge back surface of the H-shaped steel which comprises a headboard part, the detachment | leave from a headboard part of a mounting body can be prevented reliably.

本発明は上記のとおり、補修対象の用水路の現場において、用水路の幅員に直ぐに対応でき、且つ簡単に装着できる切梁部材を提供できたもので、地盤背圧による用水路の狭幅化への対策が容易にでき、また地震などの地盤変動に対しても破損することがない。   As described above, the present invention can provide a beam member that can be easily adapted to the width of the irrigation channel at the site of the irrigation channel to be repaired and can be easily mounted, and measures against narrowing of the irrigation channel due to ground back pressure. Can be easily done, and is not damaged by ground deformation such as earthquakes.

本発明部材の第一実施例の全体斜視図。The whole perspective view of the 1st example of this invention member. 同装着作業の説明図(平面図)。Explanatory drawing (plan view) of the mounting operation. 同図(断面図)。FIG. 同図(要部斜視図)。FIG. 同装着後の斜視図。The perspective view after the mounting | wearing. 同第二実施例の全体斜視図。The whole perspective view of the second embodiment. 同装着前の状態の説明図。Explanatory drawing of the state before the mounting | wearing. 同装着後の説明図。Explanatory drawing after the mounting. 同第三実施例の装着前の状態の説明図。Explanatory drawing of the state before mounting | wearing of the 3rd Example. 同装着後の説明図。Explanatory drawing after the mounting.

次に本発明の実施形態を、三実施例に基づいて説明する。本発明に係る用水路補修用切梁部材を使用する対象は、笠木部01を備えた水路03であれば良い。例えば矢板鋼板02を使用の農業用水路は、矢板鋼鈑02を土中に打ち込んで両岸からの背圧を受け止めて、水路03を確保し、更に前記矢板鋼板02の上縁に笠木部01を設けて用水路上縁を地面と仕切っているものである。この笠木部01は、矢板鋼板02に被冠したH型鋼04とH型鋼04の上部に打設した笠木コンクリート05で構成されているものである。   Next, an embodiment of the present invention will be described based on three examples. The target for using the slab repairing beam member according to the present invention may be the water channel 03 provided with the headboard portion 01. For example, an agricultural waterway using a sheet pile steel plate 02 is driven by inserting a sheet pile steel 02 into the soil to receive back pressure from both banks to secure the water channel 03, and a headboard portion 01 is provided on the upper edge of the sheet pile steel plate 02. It is provided to partition the upper edge of the irrigation channel from the ground. The headboard portion 01 is composed of a H-shaped steel 04 covered with a sheet pile steel plate 02 and a headwood concrete 05 placed on top of the H-shaped steel 04.

前記の水路03を補修対象とした本発明の用水路補修用切梁部材は、梁部材(1,1A)と受け部材(2,2A)で構成されるもので、図1乃至5は第一実施例を示し、この実施例は、受け部材2の抱持連結体を梁体載置部22と抱持被冠部23で構成した例である。   The water beam repairing beam member of the present invention for repairing the water channel 03 is composed of a beam member (1, 1A) and a receiving member (2, 2A). FIGS. An example is shown and this Example is an example which comprised the holding | maintenance coupling body of the receiving member 2 by the beam body mounting part 22 and the holding crown part 23. FIG.

梁部材1は、笠木部01への装着体11と、装着体11の前面に突設した用水路幅より長い梁体12を備えたもので、前記の梁体12は、金属パイプで形成され、概ね水路間隔(両岸の笠木部01の間隔)と対応する長さとしたものである。用水路は規格化されており、その水路幅は定まっているので、当該規定長さより少し大きくしておくものである。   The beam member 1 is provided with a mounting body 11 to the headboard portion 01 and a beam body 12 longer than the irrigation channel width protruding from the front surface of the mounting body 11, and the beam body 12 is formed of a metal pipe. The length generally corresponds to the distance between the waterways (the distance between the caps 01 on both banks). Since the irrigation channel is standardized and its channel width is fixed, it is set a little larger than the specified length.

受け部材2は、装着体21と、装着体21の前面に突設した梁体載置部22及び抱持被冠部23で構成される。   The receiving member 2 includes a mounting body 21, a beam body mounting portion 22 and a holding crown portion 23 that project from the front surface of the mounting body 21.

また装着体11,21は同一構造で、受け板部111,211と、載置板部112,212と、抜け止め板部113,213と、折り返し板部114,214を備えているものである。   The mounting bodies 11 and 21 have the same structure, and include receiving plate portions 111 and 211, mounting plate portions 112 and 212, retaining plates 113 and 213, and folded plate portions 114 and 214. .

受け板部111,211は、梁体12及び梁体載置部22を突設しており、高さは笠木部01と一致させ、幅は笠木部01を抑え込むに充分な幅としたものである。   The receiving plate portions 111 and 211 project the beam body 12 and the beam body mounting portion 22, have a height that matches the headboard portion 01, and a width that is sufficient to suppress the headboard portion 01.

載置板部112,212は、前記受け板部111,211の上端から背後方向に延設したもので、笠木部01の笠木コンクリート05の上面を十分な範囲で覆うような大きさとしたものである。   The mounting plate portions 112 and 212 are extended from the upper ends of the receiving plate portions 111 and 211 in the backward direction, and are sized so as to cover the upper surface of the headboard concrete 05 of the headboard portion 01 within a sufficient range. is there.

抜け止め板部113,213は、前記受け板部111,211の下端から背後方向に延設したもので、笠木部01のH型鋼04の前面と矢板鋼板02の前面までの距離以下、即ち用水路側壁面から笠木部分が張り出している長さ以下の突出長さとしたものである。   The retaining plates 113 and 213 are extended backward from the lower ends of the receiving plates 111 and 211, and are equal to or less than the distance from the front surface of the H-shaped steel 04 of the headboard portion 01 to the front surface of the sheet pile steel plate 02. The projecting length is equal to or shorter than the length over which the head portion projects from the side wall surface.

折り返し板部114,214は、前記抜け止め板部113,213の両側部分に、背後端縁からスリット115,215を設けて、左右両側に適宜幅で形成したものである。   The folded-back plate portions 114 and 214 are formed with appropriate widths on the left and right sides by providing slits 115 and 215 from the rear edge at both sides of the retaining plate portions 113 and 213.

受け部材2の梁体載置部22は、装着体21の前面に適宜長さ突設したもので、梁体12の断面形状と対応する半筒形状で、両側方に鍔部221を翼様に突設したものである。また抱持被冠部23は、梁体12に被冠する半筒状で、両側方に前記鍔部を上下より挟み込む折り返し挟持部231を突設したものである。   The beam body mounting portion 22 of the receiving member 2 is provided with a length projecting appropriately on the front surface of the mounting body 21 and has a semi-cylindrical shape corresponding to the cross-sectional shape of the beam body 12, and the flange portions 221 project in a wing-like manner on both sides. It is set. Further, the holding crown portion 23 has a semi-cylindrical shape to be crowned on the beam body 12, and is provided with a folded holding portion 231 that sandwiches the flange from above and below on both sides.

而して補修対象の用水路03に前記部材1,2を使用して切梁を構築するもので、補修対象である用水路の両岸の矢板鋼板02が地盤背圧によって水路側に傾斜している場合は、笠木部01間にジャッキを介在させて両岸間隔をできるだけ施工時の間隔に拡げて切梁構築作業を行う。   Thus, the beam is constructed using the members 1 and 2 in the irrigation channel 03 to be repaired, and the sheet pile steel plates 02 on both sides of the irrigation channel to be repaired are inclined to the channel side by the ground back pressure. In this case, a beam is constructed by extending the distance between both banks as much as possible at the time of construction by interposing a jack between the head portions 01.

逆に水路両岸の笠木部01の間隔が拡がっている場合や、狭い場合でも当該状態が安定しているときには、その状態のまま切梁の取り付けを行う。   On the contrary, when the space between the headboard parts 01 on both sides of the waterway is widened or narrow, even when the state is stable, the cutting beams are attached in that state.

最初に用水路03における両岸笠木部01の幅員に合わせて梁体12を切断して所定の長さとする。そして両岸笠木部01にそれぞれ梁部材1と受け部材2の各装着体11,21を笠木部01に装着する。   First, the beam body 12 is cut to a predetermined length in accordance with the width of the cross bank 01 in the water channel 03. Then, the mounting members 11 and 21 of the beam member 1 and the receiving member 2 are mounted on the headboard unit 01 on the both bank headboard unit 01, respectively.

装着体11,21の笠木部01への装着は、載置板部112,212を笠木部01の笠木コンクリート05の上面に載置すると共に、抜け止め板部113,213を、笠木部01を構成するH型鋼04の下方に差し入れ、スリット115,215によって細幅に形成された折り返し板部114,214をH型鋼04の下縁背面へ折り返すものである。   The mounting bodies 11 and 21 are mounted on the headboard part 01 by placing the mounting plate parts 112 and 212 on the upper surface of the headboard concrete 05 of the headboard part 01 and attaching the retaining plate parts 113 and 213 to the headboard part 01. The folded plate portions 114 and 214 formed narrowly by the slits 115 and 215 are folded back to the lower surface of the lower edge of the H-shaped steel 04.

前記の装着体11,21の笠木部01への装着と同時に、梁体12は梁体載置部22に載置され、先端は受け板部211に当接するようにして、抱持被冠部23を取り付ける。   Simultaneously with the mounting of the mounting bodies 11 and 21 to the headboard part 01, the beam body 12 is mounted on the beam body mounting part 22, and the holding crown part 23 is placed so that the tip abuts against the receiving plate part 211. Install.

抱持被冠部23の取り付けは、抱持被冠部23を梁体載置部22から外れた位置の梁体12の上面に被冠し、そのまま梁体載置部22の方向へ移動させると、折り返し挟持部231が鍔部221を上下に挟み込むので、折り返し挟持部231をカシメ、或いはスポット溶接で鍔部221と連結すると、抱持被冠部23が容易に梁体載置部22と連結されるものである。   The holding crown portion 23 is attached by covering the holding crown portion 23 on the upper surface of the beam body 12 at a position disengaged from the beam body placing portion 22 and moving it in the direction of the beam body placing portion 22 as it is. Since the portion 231 sandwiches the flange portion 221 up and down, when the folded holding portion 231 is connected to the flange portion 221 by caulking or spot welding, the holding crown portion 23 is easily connected to the beam placing portion 22. .

従って両装着体11,21が笠木部01に装着され、その間に梁体12が架設されることになって、新規な切梁が構築されることになり、特に梁体12は切断することで長さ調整ができ、これによって用水路03の幅員に変位があっても対応できるものである。   Therefore, both mounting bodies 11 and 21 are mounted on the headboard part 01, and the beam body 12 is constructed between them, so that a new cutting beam is constructed. In particular, the beam body 12 is cut by cutting. The length can be adjusted, so that even if there is a displacement in the width of the irrigation channel 03, it can be handled.

また梁体12は両岸間で固定されるものではなく、梁体12の先端が受け部材2の装着体21の受け板部211の前面に当接して架設されるものであるから、両岸間に加わる圧力(地盤からの背圧)に対しては十分に耐え得るものである。また地震等によって両岸間を拡げる力が加わった場合には、梁体12の先端側部分が梁体載置部22と抱持被冠部23で形成された筒状内で移動し、両岸の幅員の変動に際しても、笠木部01と装着体11,21との間に外力が加わらず、構築した切梁箇所に損傷は生じない。   In addition, the beam body 12 is not fixed between the two banks, and is constructed such that the tip of the beam body 12 is installed in contact with the front surface of the receiving plate portion 211 of the mounting body 21 of the receiving member 2. It can withstand the pressure applied between them (back pressure from the ground). In addition, when a force that expands between both banks is applied due to an earthquake or the like, the tip side portion of the beam body 12 moves within a cylindrical shape formed by the beam body placing portion 22 and the holding crown portion 23, Even when the width varies, no external force is applied between the head portion 01 and the mounting bodies 11 and 21, and the constructed beam section is not damaged.

尚、前記実施態様として、矢板鋼板02を使用した用水路を対象例として説明したが、本考案に係る梁部材は、笠木部01を備えた用水路の全てに適用できるものであり、また笠木部01にH型鋼04を使用せずに、笠木部01が笠木コンクリートのみで形成されている用水路においても、単に折り返し板部114,214の折り返し作業を行わないのみであり、そのまま適用できるものである。   In addition, although the irrigation channel which uses the sheet pile steel plate 02 was demonstrated as an object example as the said embodiment, the beam member based on this invention is applicable to all the irrigation channels provided with the coping part 01, and the coping part 01 In the irrigation channel in which the head portion 01 is made only of head portion concrete without using the H-shaped steel 04, the return plate portions 114 and 214 are simply not turned back and can be applied as they are.

また図6乃至8は第二実施例を示し、この実施例は、受け部材2の抱持連結体を筒部24で形成した例である。   FIGS. 6 to 8 show a second embodiment. This embodiment is an example in which the holding connection body of the receiving member 2 is formed by the cylindrical portion 24.

梁部材1aは、前記第一実施例の梁部材1と同様に装着体11と、装着体11の前面に突設した用水路幅より長い梁体12を備えたものである。   Similar to the beam member 1 of the first embodiment, the beam member 1a includes a mounting body 11 and a beam body 12 longer than the water channel width projecting from the front surface of the mounting body 11.

受け部材2aは、装着体21と、装着体21の前面に突設した筒部24で構成される。   The receiving member 2 a includes a mounting body 21 and a cylindrical portion 24 that projects from the front surface of the mounting body 21.

装着体11,21は、前記第一実施例のものと同様の受け板部111,211と、載置板部112,212を備え、載置板部112,212の上面には、笠木部01へのアンカーピン用透孔116,216を設けてなる。   The mounting bodies 11 and 21 are provided with receiving plate portions 111 and 211 similar to those of the first embodiment, and mounting plate portions 112 and 212, and on the upper surface of the mounting plate portions 112 and 212, a headboard portion 01 is provided. Anchor pin through-holes 116 and 216 are provided.

受け部材2aの筒部(抱持連結体)24は、装着体21の前面に適宜長さ突設したもので、梁体12の断面形状と対応する内径を備えたものである。   The cylindrical portion (holding connecting body) 24 of the receiving member 2a is provided with a suitable length on the front surface of the mounting body 21, and has an inner diameter corresponding to the cross-sectional shape of the beam body 12.

而して補修対象の用水路03に前記部材1a,2aを使用して切梁を構築するもので、補修対象である用水路の両岸の矢板鋼板02が地盤背圧によって水路側に傾斜している場合は、前記第一実例の場合と同様に笠木部01間にジャッキを介在させて両岸間隔をできるだけ施工時の間隔に拡げて切梁構築作業を行う。   Thus, a beam is constructed by using the members 1a and 2a in the irrigation channel 03 to be repaired, and the sheet pile steel plates 02 on both sides of the irrigation channel to be repaired are inclined to the channel side by the ground back pressure. In this case, as in the case of the first example, jacks are interposed between the headboard parts 01 so that the construction between the two banks is expanded as much as possible at the time of construction, and the cut beam construction work is performed.

梁体12の長さを用水路03における両岸笠木部01の幅員に合わせて切断し、梁体12を筒部24に挿入して、梁部材1aと受け部材2aが連結した状態とする(図7)。その状態でそのまま用水路03の笠木部01間に差し入れ、載置板部112,212を笠木部01の笠木コンクリート05の上面に載置する。   The length of the beam body 12 is cut in accordance with the width of the both bank head portions 01 in the irrigation channel 03, the beam body 12 is inserted into the cylindrical portion 24, and the beam member 1a and the receiving member 2a are connected (see FIG. 7). In this state, it is inserted as it is between the headboard portions 01 of the irrigation channel 03, and the placing plate portions 112 and 212 are placed on the upper surface of the headboard concrete 05 of the headboard portion 01.

前記の載置作業によって連結された切梁部材1a,2aは、笠木部01に対して非固定状態で架設され、その後アンカーピン用透孔116,216から、アンカーピン06を笠木コンクリートに打ち込み、装着体11,21を笠木部01に固定するものである。   The beam members 1a and 2a connected by the above-described mounting operation are erected in a non-fixed state with respect to the headboard portion 01, and then the anchor pin 06 is driven into the headboard concrete from the anchor pin through holes 116 and 216, The mounting bodies 11 and 21 are fixed to the headboard part 01.

従って両装着体11,21は、笠木部01に固定され、その間に梁体12が架設されることになって、新規な切梁が構築されることになる。特に梁体12は切断することで長さ調整ができ、これによって用水路03の幅員に変位があっても対応できるものである。   Therefore, both mounting bodies 11 and 21 are fixed to the headboard part 01, and the beam body 12 is constructed between them, and a new cut beam is constructed. In particular, the length of the beam body 12 can be adjusted by cutting, so that even if the width of the irrigation channel 03 is displaced, it is possible to cope with it.

また梁体12は両岸間で固定されるものではなく、梁体12の先端が受け部材2の装着体21の筒部24に挿入された状態で、梁体12の前端面が筒部24の底面(装着体21の前面)に当接して架設されるものであるから、両岸間に加わる圧力(地盤からの背圧)に対しては十分に耐え得るものである。また地震等によって両岸間を拡げる力が加わった場合には、梁体12の先端側部分が筒部24内で移動し、両岸の幅員の変動に際しても、笠木部01と装着体11,21との間に外力が加わらず、アンカーピン06に対しても強い力が加わらず、構築した切梁箇所に損傷は生じない。   In addition, the beam body 12 is not fixed between both banks, and the front end surface of the beam body 12 is the tube portion 24 in a state where the tip of the beam body 12 is inserted into the tube portion 24 of the mounting body 21 of the receiving member 2. Since it is constructed in contact with the bottom surface (front surface of the mounting body 21), it can sufficiently withstand the pressure (back pressure from the ground) applied between both banks. In addition, when a force that expands between the two banks is applied due to an earthquake or the like, the tip side portion of the beam body 12 moves in the cylindrical portion 24, and the headboard portion 01 and the mounting body 11, No external force is applied between them and a strong force is not applied to the anchor pin 06, and the constructed beam section is not damaged.

尚前記第二実施例において、抱持連結体を梁体12が装着される筒部24としたが、梁体12を筒状とし、抱持連結体を棒状部とし、棒状部が筒状梁体の先端部分に装着されるようにしても良い。また抜け止め構造に関しては、第一実施例で示した構造を付加するようにしても良い。   In the second embodiment, the holding connection body is the cylindrical portion 24 to which the beam body 12 is mounted. However, the beam body 12 is cylindrical, the holding connection body is a rod-shaped portion, and the rod-shaped portion is a cylindrical beam. You may make it mount | wear with the front-end | tip part of a body. As for the retaining structure, the structure shown in the first embodiment may be added.

また図9及び10は第三実施例を示し、この実施例は、梁部材1bが、独立した梁体12と、抱持連結体(筒部)13を備えた装着体11aで構成され、前記装着体11aは、前記第二実施例の受け部材2aと同様の構造である。   FIGS. 9 and 10 show a third embodiment. In this embodiment, the beam member 1b is composed of an independent beam body 12 and a mounting body 11a having a holding connection body (tubular portion) 13, The mounting body 11a has the same structure as the receiving member 2a of the second embodiment.

而して補修対象の用水路03に対しては、前記第一、二実施例と同様に梁体12の長さを用水路03における両岸笠木部01の幅員に合わせて切断し、梁体12を梁部材1bの筒部13及び受け部材2aの筒部24に挿入して、梁部材1aと受け部材2aが連結した状態とする。その状態でそのまま用水路03の笠木部01間に差し入れ、載置板部112,212を笠木部01の笠木コンクリート05の上面に載置する。   Thus, for the irrigation channel 03 to be repaired, the length of the beam body 12 is cut in accordance with the width of the both bank headboard portions 01 in the irrigation channel 03 in the same manner as in the first and second embodiments. It inserts in the cylinder part 13 of the beam member 1b, and the cylinder part 24 of the receiving member 2a, and it is set as the state which the beam member 1a and the receiving member 2a connected. In this state, it is inserted as it is between the headboard portions 01 of the irrigation channel 03, and the placing plate portions 112 and 212 are placed on the upper surface of the headboard concrete 05 of the headboard portion 01.

前記の載置作業によって連結された切梁部材1b,2aは、笠木部01に対して非固定状態で架設され、その後アンカーピン用透孔116,216から、アンカーピン06を笠木コンクリートに打ち込み、装着体11a,21を笠木部01に固定するものである。   The beam members 1b and 2a connected by the above-described mounting operation are erected in a non-fixed state with respect to the headboard part 01, and then the anchor pin 06 is driven into the headboard concrete from the anchor pin through holes 116 and 216, The mounting bodies 11a and 21 are fixed to the headboard part 01.

従って両装着体11a,21は、笠木部01に固定され、その間に梁体12が架設されることになって、新規な切梁が構築されることになる。特に梁体12は切断することで長さ調整ができ、これによって用水路03の幅員に変位があっても対応できるものである。   Therefore, both mounting bodies 11a and 21 are fixed to the headboard part 01, and the beam body 12 is constructed between them, so that a new cut beam is constructed. In particular, the length of the beam body 12 can be adjusted by cutting, so that even if the width of the irrigation channel 03 is displaced, it is possible to cope with it.

また特に梁体12は独立部材で且つ両装着体11a,21には非固定状態で連結され、両岸間で固定されていないので、前記第一、第二実施例と同様に両岸間に加わる圧力(地盤からの背圧)に対しては十分に耐え得るものであり、また地震等によって両岸間を拡げる力が加わった場合でも、梁体12の先端側部分が筒部24内で移動し、両岸の幅員の変動に際しても、笠木部01と装着体11,21との間に外力が加わらず、アンカーピン06に対しても強い力が加わらず、構築した切梁箇所に損傷は生じない。   In particular, the beam body 12 is an independent member and is connected to the mounting bodies 11a and 21 in an unfixed state and is not fixed between the two banks. It can sufficiently withstand the applied pressure (back pressure from the ground), and even when a force that expands between both banks due to an earthquake or the like is applied, the tip side portion of the beam body 12 is within the cylindrical portion 24. Even when the width of the two banks moves, no external force is applied between the headboard part 01 and the mounting bodies 11 and 21, no strong force is applied to the anchor pin 06, and the constructed beam section is damaged. Does not occur.

1,1a,1b 梁部材
11,11a 装着体
111 受け板部
112 載置板部
113 抜け止め板部
114 折り返し板部
115 スリット
116 アンカーピン用透孔
12 梁体
13 筒部(抱持連結体)
2,2a 受け部材
21 装着体
211 受け板部
212 載置板部
213 抜け止め板部
214 折り返し板部
215 スリット
216 アンカーピン用透孔
22 梁体載置部(抱持連結体)
221 鍔部
23 抱持被冠部(抱持連結体)
231 折り返し挟持部
24 筒部(抱持連結体)
01 笠木部
02 矢板鋼板
03 用水路
04 H型鋼
05 笠木コンクリート
06 アンカーピン
1, 1a, 1b Beam member 11, 11a Mounting body 111 Receiving plate portion 112 Mounting plate portion 113 Retaining plate portion 114 Folding plate portion 115 Slit 116 Anchor pin through-hole 12 Beam body 13 Tube portion (holding connection body)
2,2a receiving member 21 mounting body 211 receiving plate portion 212 mounting plate portion 213 retaining plate portion 214 folding plate portion 215 slit 216 anchor pin through hole 22 beam body mounting portion (holding connection body)
221 buttock 23 holding crown part (holding connected body)
231 Folding clamping part 24 Tube part (holding connection body)
01 Headboard 02 Sheet pile steel plate 03 Water channel 04 H-shape steel 05 Headwood concrete 06 Anchor pin

Claims (8)

補修対象の用水路の笠木部前面と当接させる受け板部と、受け板部の上端から背後方向に延設した載置板部とを備えた装着体、及び前記装着体の前面に突設した用水路幅より長い梁体を備えた梁部材と、前記梁部材の装着体と同様の装着体、及び前記装着体の前面に梁体の先端を抱持して非固定で連結可能とした抱持連結体を備えた受け部材とで構成される用水路補修用切梁部材。   A mounting body provided with a receiving plate portion to be brought into contact with the front surface of the head portion of the irrigation channel to be repaired, and a mounting plate portion extending in the rear direction from the upper end of the receiving plate portion, and projecting from the front surface of the mounting body A beam member having a beam body longer than the width of the irrigation channel, a mounting body similar to the mounting body of the beam member, and a holding member that can be connected unfixed by holding the front end of the beam body on the front surface of the mounting body A irrigation repairing beam member composed of a receiving member provided with a coupling body. 梁部材を、梁体と、梁体の先端を抱持して非固定で連結可能とした抱持連結体を備えた装着体とで構成した請求項1記載の用水路補修用切梁部材。   The beam member for irrigation channel repair according to claim 1, wherein the beam member is constituted by a beam body and a mounting body including a holding connection body that can hold the tip end of the beam body in an unfixed manner. 抱持連結体を、装着体から適宜長さ突設した梁体載置部と、載置した梁体先端部分に被冠して前記梁体載置部と連結する抱持被冠部で構成した請求項1又は2記載の用水路補修用切梁部材。   2. The holding coupling body is constituted by a beam body placing portion protruding from a mounting body with an appropriate length, and a holding crown portion that is crowned on the mounted beam body front end portion and coupled to the beam body placing portion. Or a beam member for repairing a water channel according to 2; 梁体載置部を、梁体の断面形状と対応する半筒形状で、両側方に鍔部を突設したものとし、抱持体を、梁体に被冠する半筒状で、両側方に鍔部を上下より挟み込む折り返し挟持部を突設したものとした請求項3記載の用水路補修用切梁部材。   The beam body mounting part has a semi-cylindrical shape corresponding to the cross-sectional shape of the beam body, and ribs projecting from both sides, and the holding body is a semi-cylindrical shape that covers the beam body and is The irrigation repairing beam member according to claim 3, wherein a folded holding part is provided so as to project the part from above and below. 抱持連結体を、装着体から適宜長さ突設し、梁体先端部分が挿着される筒部又は筒状梁体に装着される棒状部で構成した請求項1又は2記載の用水路補修用切梁部材。   The irrigation canal repair according to claim 1 or 2, wherein the holding coupling body is configured by a tube portion or a rod-like portion that is attached to the tubular beam body and is provided with an appropriate length projecting from the attachment body. Cut beam member. 各装着体が、受け板部の下端から背後方向に、用水路側壁面から笠木部が張り出している長さより下方へ延設した抜け止め板部を備えてなる請求項1乃至又は5記載の用水路補修用切梁部材。   6. The irrigation channel repair according to claim 1, wherein each mounting body includes a retaining plate portion that extends downward from the lower end of the receiving plate portion to a length extending from the side wall surface of the irrigation channel so that the head portion projects. Cut beam member. 抜け止め板部の両側に、背後端縁からスリットを設けて適宜幅の折り返し板部を形成してなる請求項6記載の用水路補修用切梁部材。   7. The irrigation channel repairing beam member according to claim 6, wherein a slit plate is provided on both sides of the retaining plate portion from the rear edge to form a folded plate portion having an appropriate width. 両装着体の載置板部に、笠木部へのアンカーピン用透孔を設けてなる請求項1乃至7記載の何れかの用水路補修用切梁部材。   The beam member for repairing a water channel according to any one of claims 1 to 7, wherein a mounting plate portion of both mounting bodies is provided with a through hole for an anchor pin to the headboard portion.
JP2013118408A 2012-10-26 2013-06-05 Strut member for irrigation canal repair Pending JP2014101745A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
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KR101626775B1 (en) * 2015-10-26 2016-06-02 주식회사 경신화이바 composite fixing apparatus for duct line
JP2019019514A (en) * 2017-07-14 2019-02-07 パーカーアサヒ株式会社 Repair method of strut

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101626775B1 (en) * 2015-10-26 2016-06-02 주식회사 경신화이바 composite fixing apparatus for duct line
JP2019019514A (en) * 2017-07-14 2019-02-07 パーカーアサヒ株式会社 Repair method of strut

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