JP6767179B2 - How to repair the trap, the repair structure of the trap, the trap and the dam - Google Patents

How to repair the trap, the repair structure of the trap, the trap and the dam Download PDF

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JP6767179B2
JP6767179B2 JP2016123506A JP2016123506A JP6767179B2 JP 6767179 B2 JP6767179 B2 JP 6767179B2 JP 2016123506 A JP2016123506 A JP 2016123506A JP 2016123506 A JP2016123506 A JP 2016123506A JP 6767179 B2 JP6767179 B2 JP 6767179B2
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annular member
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JP2017227031A (en
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信秀 淺井
信秀 淺井
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JFE Metal Products and Engineering Inc
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Description

本発明は、捕捉体の補修方法、捕捉体の補修構造体、捕捉体及び堰堤に関する。 The present invention relates to a method for repairing a trap, a repair structure for a trap, a trap and a dam.

山間部の河川においては、台風や大雨等による土砂災害を防止するため、堰堤が設置される。堰堤は、水を通過させつつも土石流に含まれる岩石や流木が通過することを抑制するものである。特に、水を通過させる透過部に、土石流に含まれる岩石や流木を捕捉するため、鋼管柱と鋼管梁とを立体格子状に組み合わせた捕捉体を設けた格子型鋼製堰堤が知られている(例えば、特許文献1参照)。
捕捉体においては、柱材(支柱)の上端部と、河川の横断方向に配置した梁材(横梁)から下向きに突設させた柱頭部とをフランジで接合する。また、堰堤の非越流部には、梁端部材が埋め込まれており、梁材の両端部は、梁端部材とフランジを介して接合されている(例えば、特許文献2参照)。
In mountain rivers, dams will be installed to prevent sediment-related disasters caused by typhoons and heavy rains. The dam is intended to prevent the passage of rocks and driftwood contained in the debris flow while allowing water to pass through. In particular, in order to capture rocks and driftwood contained in debris flow in the permeation part through which water passes, a grid-type steel dam provided with a trap body in which steel pipe columns and steel pipe beams are combined in a three-dimensional grid pattern is known. (See, for example, Patent Document 1).
In the catching body, the upper end of the column material (column) and the stigma head projecting downward from the beam material (cross beam) arranged in the crossing direction of the river are joined by a flange. Further, a beam end member is embedded in the non-overflow portion of the dam, and both ends of the beam member are joined to the beam end member via a flange (see, for example, Patent Document 2).

特開平6−10330号公報JP-A-6-10330 特開2011−89393号公報Japanese Unexamined Patent Publication No. 2011-89393

ところで、土石流の発生により、図12に示すように、想定外の礫径を有する大きな岩石Rが透過型の堰堤100の捕捉体300に衝突することがある。岩石Rは捕捉体300によって捕捉されるが、捕捉体300の支柱310及び梁320には想定以上の衝撃力が加わり、捕捉体300の支柱310及び梁320が変形又は損傷することがある。
変形又は損傷した捕捉体300は、支柱310及び梁320がそれぞれ備えるフランジF部同士の連結を解除することによって、捕捉体300の損傷した部分を取り外し、新たな部分と交換することができる。
しかし、岩石Rとの衝突により捕捉体300の既設部分も変形していることが多く、捕捉体300における既設部分のフランジ部Fの位置も初期の設計位置からずれていることがある。つまり、初期の設計に基づいて形成されたものを新たに取り付けることが困難なことがある。
By the way, due to the generation of debris flow, as shown in FIG. 12, a large rock R having an unexpected gravel diameter may collide with the trap 300 of the transmission type dam 100. The rock R is captured by the capture body 300, but an impact force more than expected is applied to the support columns 310 and the beam 320 of the capture body 300, and the support columns 310 and the beam 320 of the capture body 300 may be deformed or damaged.
The deformed or damaged capture body 300 can remove the damaged portion of the capture body 300 and replace it with a new portion by releasing the connection between the flange F portions provided by the support column 310 and the beam 320, respectively.
However, the existing portion of the capture body 300 is often deformed due to the collision with the rock R, and the position of the flange portion F of the existing portion in the capture body 300 may also deviate from the initial design position. That is, it can be difficult to newly install what was formed based on the initial design.

そこで、本発明は、上記課題に鑑みてなされたものであり、捕捉体の既設部分が変形していた場合であっても、既設部分への交換部材の固定を容易にする捕捉体の補修方法、捕捉体の補修構造体、捕捉体及び堰堤を提供することを目的とする。 Therefore, the present invention has been made in view of the above problems, and a method for repairing a catching body that facilitates fixing of a replacement member to the existing part even when the existing part of the catching body is deformed. , Aim to provide repair structures, traps and dams for traps.

本発明は、支柱と梁とを備え、河川の上流から流れてくる流水を通すとともに土石及び流木を捕捉する捕捉体の補修方法であって、前記捕捉体の損傷部位を切断して除去し、前記損傷部位が除去された前記捕捉体の前記支柱及び前記梁の少なくとも一方の既設部分の外周面に、該外周面に対して移動可能に環状部材を取り付け、前記環状部材に前記損傷部位と交換する交換部材を載置し、前記環状部材に載置した前記交換部材の、前記既設部分に対する固定位置を調整して決定し、前記既設部分に対する前記交換部材の前記固定位置で、前記環状部材を前記既設部分に固定し、前記既設部分に固定された前記環状部材に前記交換部材を固定することを特徴とする。 The present invention is a method of repairing a trapped body provided with a support and a beam, allowing running water flowing from the upstream of a river to pass through, and capturing earth and stones and drifting trees, by cutting and removing a damaged portion of the trapped body. An annular member is movably attached to the outer peripheral surface of at least one existing portion of the support column and the beam of the capture body from which the damaged portion has been removed, and the annular member is replaced with the damaged portion. The replacement member to be mounted is placed, and the fixed position of the replacement member mounted on the annular member is adjusted and determined with respect to the existing portion, and the annular member is placed at the fixed position of the replacement member with respect to the existing portion. It is characterized in that the replacement member is fixed to the existing portion and fixed to the annular member fixed to the existing portion.

また、前記既設部分に対する前記環状部材の固定位置を調節する調節部材を前記既設部分の外周面に設け、前記環状部材を前記調節部材に仮置きした状態で当該環状部材の位置を調節することが好ましい。 Further, an adjusting member for adjusting the fixed position of the annular member with respect to the existing portion may be provided on the outer peripheral surface of the existing portion, and the position of the annular member may be adjusted with the annular member temporarily placed on the adjusting member. preferable.

また、前記交換部材を前記既設部分に固定した後に、前記調節部材を前記既設部分から取り外すことが好ましい。 Further, it is preferable to remove the adjusting member from the existing portion after fixing the replacement member to the existing portion.

また、前記捕捉体における損傷していない部位で前記損傷部位を切断することが好ましい。 In addition, it is preferable to cut the damaged part at an undamaged part of the trap.

また、前記捕捉体は、複数の支柱と複数の梁とが連結されて構成されており、前記支柱又は前記梁の連結部以外の箇所で前記損傷部位を切断することが好ましい。 Further, the trapping body is configured by connecting a plurality of columns and a plurality of beams, and it is preferable to cut the damaged portion at a position other than the columns or the connecting portion of the beams.

また、前記環状部材を前記既設部分に固定する前に、前記交換部材を固定する前記環状部材の表面とは反対側の裏面に、当該裏面に当接した状態で前記既設部分に裏当部材を固定することが好ましい。 Further, before fixing the annular member to the existing portion, a backing member is attached to the existing portion on the back surface opposite to the front surface of the annular member to which the replacement member is fixed, in a state of being in contact with the back surface. It is preferable to fix it.

また、前記環状部材を前記既設部分に固定する前に、前記環状部材に載置した前記交換部材を取り外すことが好ましい。 Further, it is preferable to remove the replacement member placed on the annular member before fixing the annular member to the existing portion.

また、前記交換部材を前記環状部材から取り外す前に、前記環状部材に対する前記交換部材の取り付け位置にマーキングを施すことが好ましい。 Further, before removing the replacement member from the annular member, it is preferable to mark the attachment position of the replacement member with respect to the annular member.

また、前記捕捉体の上方から前記環状部材を前記既設部分に接合することが好ましい。 Further, it is preferable to join the annular member to the existing portion from above the trapping body.

本発明は、支柱と梁とを備え、河川の上流から流れてくる流水を通すとともに土石及び流木を捕捉する捕捉体の損傷部位を補修する補修構造体であって、前記損傷部位を除去した前記捕捉体における前記支柱及び前記梁の少なくとも一方の既設部分の外周面に固定される環状部材と、前記環状部材に固定され、前記損傷部位と交換される交換部材と、を備えることを特徴とする。 The present invention is a repair structure provided with a support and a beam, which allows flowing water flowing from the upstream of a river to pass through and repairs a damaged part of a trapping body that captures earth and stone and driftwood, and the damaged part is removed. It is characterized by including an annular member fixed to the outer peripheral surface of at least one existing portion of the support column and the beam in the capture body, and a replacement member fixed to the annular member and replaced with the damaged portion. ..

また、前記既設部分の外周面に取り付けられて、前記環状部材の前記交換部材を臨む側とは反対側から前記環状部材を支持し、かつ前記既設部分に対する前記環状部材の固定位置を調節する調節部材を備えることが好ましい。 Further, an adjustment that is attached to the outer peripheral surface of the existing portion to support the annular member from a side opposite to the side of the annular member facing the replacement member and adjust the fixing position of the annular member with respect to the existing portion. It is preferable to include a member.

また、前記調節部材は、前記既設部分に対して着脱自在に設けられていることが好ましい。 Further, it is preferable that the adjusting member is detachably provided with respect to the existing portion.

また、前記交換部材を臨む面とは反対側の前記環状部材の裏面に当接しつつ、前記既設部分の外周面に固定される裏当部材を備えることが好ましい。 Further, it is preferable to provide a backing member which is fixed to the outer peripheral surface of the existing portion while being in contact with the back surface of the annular member on the side opposite to the surface facing the replacement member.

また、前記環状部材の内周縁は、前記交換部材が固定される表面から前記裏面に向かって縮径していくテーパ部を有することが好ましい。 Further, it is preferable that the inner peripheral edge of the annular member has a tapered portion whose diameter decreases from the front surface to which the replacement member is fixed toward the back surface.

また、前記交換部材の内径は、前記既設部分に対する前記環状部材の固定位置よりも切断位置側における前記既設部分の外径より大きいことが好ましい。 Further, it is preferable that the inner diameter of the replacement member is larger than the outer diameter of the existing portion on the cutting position side than the fixed position of the annular member with respect to the existing portion.

また、前記調節部材は前記環状部材を支持する支持部を有し、前記支持部は、前記環状部材に向かって進退自在であることが好ましい。 Further, it is preferable that the adjusting member has a support portion for supporting the annular member, and the support portion can move forward and backward toward the annular member.

本発明は、捕捉体であって、上記の補修構造体を、前記損傷部位を除去した前記既設部分に設けたことを特徴とする。 The present invention is characterized in that the trapped body is provided with the above-mentioned repair structure in the existing portion from which the damaged portion has been removed.

本発明は、堰堤であって、上記の捕捉体を、流水を通す透過部に設けたことを特徴とする。 The present invention is a dam, characterized in that the above-mentioned trap is provided in a permeation portion through which running water passes.

本発明によれば、捕捉体の既設部分が変形している場合であっても、捕捉体の既設部分に交換部材を容易に固定することができる。 According to the present invention, even when the existing portion of the capture body is deformed, the replacement member can be easily fixed to the existing portion of the capture body.

補修された捕捉体を備える透過型の堰堤の正面図である。It is a front view of a transmission type dam provided with a repaired trap. 補修後の捕捉体の側面図であり、(a)は図1のIIaにおける側面図であり、(b)は図1のIIbにおける側面図である。It is a side view of the captured body after the repair, (a) is a side view in IIa of FIG. 1, and (b) is a side view of IIb of FIG. 捕捉体の損傷部位の交換部材を示す図であり、(a)は正面図であり、(b)は側面図である。It is a figure which shows the exchange member of the damaged part of a trap body, (a) is a front view, and (b) is a side view. 補修構造体を説明するための拡大図である。It is an enlarged view for demonstrating the repair structure. 補修構造体における環状部材の斜視図である。It is a perspective view of the annular member in a repair structure. (a)は損傷前の捕捉体の側面図であり、(b)は土石流中の巨礫が衝突した捕捉体の側面図であり、(c)は変形又は損傷した捕捉体の側面図である。(A) is a side view of the trapped body before damage, (b) is a side view of the trapped body collided with boulders in the debris flow, and (c) is a side view of the captured body deformed or damaged. (a)は損傷部位の切断位置を示す捕捉体の側面図であり、(b)は損傷部位の切断後の捕捉体の既設部分の側面図である。(A) is a side view of the capture body showing the cutting position of the damaged part, and (b) is a side view of the existing part of the capture body after cutting the damaged part. 捕捉体の既設部分への交換部材の設置を示す図である。It is a figure which shows the installation of the exchange member in the existing part of the capture body. (a)は補修構造体における調節部材の既設部分への取付けを説明する図であり、(b)は補修構造体における環状部材の調節部材への載置を説明する図である。(A) is a diagram for explaining attachment of the adjusting member to the existing portion in the repair structure, and (b) is a diagram for explaining the mounting of the annular member on the adjusting member in the repair structure. (a)は既設部分への交換部材の載置を説明する図であり、(b)は環状部材の固定位置の位置決めを説明する図である。(A) is a diagram for explaining the placement of the replacement member on the existing portion, and (b) is a diagram for explaining the positioning of the fixed position of the annular member. (a)は裏当部材の固定を説明する図であり、(b)は調節部材の取り外しを説明する図である。(A) is a diagram for explaining the fixing of the backing member, and (b) is a diagram for explaining the removal of the adjusting member. 損傷した捕捉体を有する堰堤の正面図である。It is a front view of a dam having a damaged trap.

本発明の好ましい実施の形態について、図面を参照しながら説明する。なお、以下に示す実施の形態は一つの例示であり、本発明の範囲において、種々の形態をとりうる。 A preferred embodiment of the present invention will be described with reference to the drawings. The embodiment shown below is an example, and various forms can be taken within the scope of the present invention.

図1は、補修された捕捉体を備える堰堤の正面図である。図2は補修後の捕捉体の側面図であり、(a)は図1のIIaにおける側面図であり、(b)は図1のIIbにおける側面図である。図3は、捕捉体の損傷部位の交換部材を示す図であり、(a)は正面図であり、(b)は側面図である。図4は、補修構造体を説明するために、図1のIV部分を拡大して示す図である。図5は、補修構造体における環状部材の斜視図である。 FIG. 1 is a front view of a dam provided with a repaired trap. 2A and 2B are side views of the captured body after repair, FIG. 2A is a side view of IIa of FIG. 1, and FIG. 2B is a side view of IIb of FIG. 3A and 3B are views showing a replacement member for a damaged portion of the trap, FIG. 3A is a front view, and FIG. 3B is a side view. FIG. 4 is an enlarged view showing the IV portion of FIG. 1 in order to explain the repair structure. FIG. 5 is a perspective view of the annular member in the repair structure.

<堰堤の構成>
まず、図1を用いて堰堤1の構成について説明する。堰堤1は、その底部が地盤に埋設されており、河川を横切るように河川の幅方向に沿って延在するように構築されている。堰堤1は、例えば、コンクリート又はソイルセメントによって構築されている。なお、堰堤1において、河川の上流側又は下流側に面する壁面を、複数の鋼製セグメントを連結することにより形成された鋼板壁とし、その内部にコンクリートやソイルセメントを充填してもよい。
堰堤1は、いわゆる透過型の堰堤であり、河川の上流から流れてくる流水を通す透過部2と、透過部2に設けられて流水を通すとともに土石及び流木を捕捉する捕捉体3とを備える。
<Structure of dam>
First, the configuration of the dam 1 will be described with reference to FIG. The bottom of the dam 1 is buried in the ground, and is constructed so as to extend along the width direction of the river so as to cross the river. The dam 1 is constructed of, for example, concrete or soil cement. In the dam 1, the wall surface facing the upstream side or the downstream side of the river may be a steel plate wall formed by connecting a plurality of steel segments, and concrete or soil cement may be filled therein.
The dam 1 is a so-called permeation type dam, and includes a permeation portion 2 for passing flowing water flowing from the upstream of a river, and a catching body 3 provided in the permeation portion 2 for passing running water and capturing earth and stone and driftwood. ..

(透過部)
透過部2は、図1に示すように、河川の岸にそれぞれ接続して上流からの土石及び流木の越流を阻止する一対の非越流部11の間に形成されている。
(Transparent part)
As shown in FIG. 1, the permeation portion 2 is formed between a pair of non-overflow portions 11 that are connected to the banks of the river and prevent the overflow of earth and stone and driftwood from the upstream.

(捕捉体)
図1に示す捕捉体3は、想定外の径を有する礫や流木等の衝突によって破損等した損傷部位DP(図6(c)参照)を、新たな部材(後述する交換部材6)と交換して補修したものである。捕捉体3は、堰堤1の延在方向、すなわち、河川の幅方向に沿って透過部2に設けられている。
捕捉体3は、複数の支柱31と、支柱31の間を延在する複数の梁32と、補修部分4とを有する。
(Capture body)
In the trapping body 3 shown in FIG. 1, a damaged part DP (see FIG. 6C) damaged by a collision of gravel, driftwood, etc. having an unexpected diameter is replaced with a new member (replacement member 6 described later). It was repaired. The catching body 3 is provided in the transmission portion 2 along the extending direction of the dam 1, that is, the width direction of the river.
The catching body 3 has a plurality of columns 31, a plurality of beams 32 extending between the columns 31, and a repair portion 4.

[支柱及び梁]
支柱31は、例えば鋼管から形成されており、堰堤1の延在方向に沿って所定の間隔をおいて透過部2の底部に立設されている。支柱31は、図2(a)に示すように、上流側に立設された上流側支柱31aと、下流側に立設された下流側支柱31bとを有する。上流側支柱31a及び下流側支柱31bは互いに連結されている。上流側支柱31aは、上流側から下流側へ向かって斜め上方に延在し、下流側支柱31bは、下流側から上流側に向かって斜め上方に延在している。
[Struts and beams]
The columns 31 are formed of, for example, steel pipes, and are erected at the bottom of the transmission portion 2 at predetermined intervals along the extending direction of the dam 1. As shown in FIG. 2A, the support column 31 has an upstream side support column 31a erected on the upstream side and a downstream side support column 31b erected on the downstream side. The upstream support column 31a and the downstream side column 31b are connected to each other. The upstream support column 31a extends diagonally upward from the upstream side to the downstream side, and the downstream support column 31b extends diagonally upward from the downstream side to the upstream side.

図1に戻って、上流側支柱31aは、堰堤1の高さ方向において上側から下側にわたって堰堤1の延在方向に延びる梁部31cを複数有する。隣接する上流側支柱31aの梁部31c同士を互いに連結することで梁32が形成される。より具体的には、各梁部31cの先端にはフランジ部(連結部)Fが設けられており、隣接する梁部31cのフランジ部Fを互いに連結することで梁32が形成される。 Returning to FIG. 1, the upstream support column 31a has a plurality of beam portions 31c extending in the extending direction of the dam 1 from the upper side to the lower side in the height direction of the dam 1. The beam 32 is formed by connecting the beam portions 31c of the adjacent upstream support columns 31a to each other. More specifically, a flange portion (connecting portion) F is provided at the tip of each beam portion 31c, and the beam 32 is formed by connecting the flange portions F of the adjacent beam portions 31c to each other.

下流側支柱31bは、図2(a)に示すように、上端部において上流側支柱31aと連結されている。また、下流側支柱31bは、中間部において河川の通流方向に延びている連結梁33を介して上流側支柱31aに連結されている。連結梁33は、上流側支柱31aの中間部から下流側に延びる連結梁部33aと、下流側支柱31bの中間部から上流側に延びる連結梁部33bとが、それぞれの連結梁部33a,33bが有するフランジ部Fを介して互いに連結されることで形成される。
なお、図2(b)に示すように、捕捉体3の延在方向において、上流側支柱31aに下流側支柱31bが連結されていない箇所もあり、例えば、下流側支柱31bは、上流側支柱31aに1つおきに連結されている。
As shown in FIG. 2A, the downstream support column 31b is connected to the upstream support column 31a at the upper end portion. Further, the downstream support column 31b is connected to the upstream side support column 31a via a connecting beam 33 extending in the flow direction of the river in the intermediate portion. In the connecting beam 33, the connecting beam portion 33a extending from the intermediate portion of the upstream side strut 31a to the downstream side and the connecting beam portion 33b extending from the intermediate portion of the downstream side strut 31b to the upstream side are the connecting beam portions 33a and 33b, respectively. It is formed by being connected to each other via a flange portion F having the same.
As shown in FIG. 2B, in the extending direction of the catching body 3, there is a place where the downstream support column 31b is not connected to the upstream side support column 31a. For example, the downstream side support column 31b is an upstream side support column. Every other 31a is connected.

[補修部分]
図1において二点鎖線で囲んだ補修部分4は、捕捉体3が変形や破損した損傷部位DP(図6(c)参照)に代えて交換部材6を捕捉体3の既設部分5に固定した部分である。ここで「既設部分」とは、損傷部位DPを除去した後の捕捉体3の残りの部分であり、堰堤1の構築時から透過部2に設置されている捕捉体3の部分である。また、既設部分5は、全く変形していない部分か、又は変形が軽微な部分である。
[Repair part]
In the repair portion 4 surrounded by the alternate long and short dash line in FIG. 1, the replacement member 6 is fixed to the existing portion 5 of the capture body 3 in place of the damaged portion DP (see FIG. 6 (c)) in which the capture body 3 is deformed or damaged. It is a part. Here, the "existing portion" is the remaining portion of the capture body 3 after the damaged portion DP is removed, and is the portion of the capture body 3 that has been installed in the transmission portion 2 since the construction of the dam 1. Further, the existing portion 5 is a portion that is not deformed at all or a portion that is slightly deformed.

交換部材6は捕捉体3の損傷部位DPと交換されるものである。図3(a)に示すように、交換部材6は、複数の支柱部61と複数の梁部62とが一体に形成されたものである。つまり、交換部材6は、交換前の捕捉体3のように支柱31同士を互いにフランジ部Fを介して連結させて梁32を形成するものではない。
支柱部61は、図3(b)に示すように、上流側支柱部61a及び下流側支柱部61bを有する。下流側支柱部61bの上端部は上流側支柱部61aに一体に連結されている。
The replacement member 6 is replaced with the damaged portion DP of the capture body 3. As shown in FIG. 3A, the replacement member 6 is formed by integrally forming a plurality of strut portions 61 and a plurality of beam portions 62. That is, the replacement member 6 does not form the beam 32 by connecting the columns 31 to each other via the flange portion F as in the catching body 3 before replacement.
As shown in FIG. 3B, the strut portion 61 has an upstream strut portion 61a and a downstream strut portion 61b. The upper end of the downstream support column 61b is integrally connected to the upstream support column 61a.

上流側支柱部61aは、捕捉体3の既設部分5の上流側支柱31aと固定される箇所に固定部分63を有する。固定部分63は、環状部63aと円筒部63bとを有する。環状部63aは、上流側支柱部61aの外周面から径方向外側に突出している。
円筒部63bは、図4に示すように、上流側支柱部61aの下端に位置し、環状部63aに一体に連結されている。交換部材6の最大の内径は、既設部分5の上流側支柱31aの外周面に対する環状部材8の固定位置よりも切断位置側にある、上流側支柱31aの外径より大きい。つまり、交換部材6の円筒部63bは、既設部分5の上流側支柱31aの外径よりも大きい外径を有する。
The upstream support column 61a has a fixing portion 63 at a position where the catch body 3 is fixed to the upstream support column 31a of the existing portion 5. The fixed portion 63 has an annular portion 63a and a cylindrical portion 63b. The annular portion 63a projects radially outward from the outer peripheral surface of the upstream support column portion 61a.
As shown in FIG. 4, the cylindrical portion 63b is located at the lower end of the upstream support column portion 61a and is integrally connected to the annular portion 63a. The maximum inner diameter of the replacement member 6 is larger than the outer diameter of the upstream support column 31a located on the cutting position side of the fixed position of the annular member 8 with respect to the outer peripheral surface of the upstream support column 31a of the existing portion 5. That is, the cylindrical portion 63b of the replacement member 6 has an outer diameter larger than the outer diameter of the upstream support column 31a of the existing portion 5.

交換部材6の梁部62は、捕捉体3の既設部分5における上流側支柱31aの梁部31cと固定される箇所に固定部分64を有する。固定部分64の構成は、上流側支柱部61aの固定部分63と同じであるため説明を省略する。 The beam portion 62 of the replacement member 6 has a fixing portion 64 at a position fixed to the beam portion 31c of the upstream support column 31a in the existing portion 5 of the catching body 3. Since the configuration of the fixed portion 64 is the same as that of the fixed portion 63 of the upstream support column portion 61a, the description thereof will be omitted.

下流側支柱部61bは、捕捉体3の既設部分5における下流側支柱31bと固定される箇所に固定部分65を有する。固定部分65の構成は、上流側支柱部61aの固定部分63と同じであるため説明を省略する。 The downstream support column 61b has a fixing portion 65 at a position fixed to the downstream support column 31b in the existing portion 5 of the capture body 3. Since the configuration of the fixed portion 65 is the same as that of the fixed portion 63 of the upstream support column portion 61a, the description thereof will be omitted.

<補修構造体>
図4及び図5によって捕捉体3の補修に用いる補修構造体7の構成を説明する。図4は、補修構造体の構成を説明するための拡大図である。図5は、補修構造体における環状部材の斜視図である。補修構造体7は、図4に示すように、上記の交換部材6と、環状部材8と、調節部材9とを備える。
<Repair structure>
The configuration of the repair structure 7 used for repairing the capture body 3 will be described with reference to FIGS. 4 and 5. FIG. 4 is an enlarged view for explaining the configuration of the repair structure. FIG. 5 is a perspective view of the annular member in the repair structure. As shown in FIG. 4, the repair structure 7 includes the above-mentioned replacement member 6, the annular member 8, and the adjusting member 9.

(環状部材)
環状部材8は、円板状に形成されており、その中心に既設部分5の支柱31又は梁32を挿通させる孔80が形成されている。環状部材8は、損傷部位DPを除去した捕捉体3における支柱31及び梁32の少なくとも一方の既設部分5の外周面に固定されるものである。環状部材8は、既設部分5に取り付けた状態において、既設部分5の上流側支柱31aの外周面から径方向外側に向かって突出している。環状部材8は、既設部分5の外周面への固定前に、既設部分5の外周面に対して調節部材9に仮置きされる。環状部材8は、調節部材9に仮置きされた状態において既設部分5の外周面に対して移動可能である。環状部材8が既設部分5の外周面に固定された状態で、環状部材8の表面に交換部材6が固定される。
(Annual member)
The annular member 8 is formed in a disk shape, and a hole 80 through which the support column 31 or the beam 32 of the existing portion 5 is inserted is formed in the center thereof. The annular member 8 is fixed to the outer peripheral surface of at least one existing portion 5 of the support column 31 and the beam 32 in the capture body 3 from which the damaged portion DP has been removed. The annular member 8 projects radially outward from the outer peripheral surface of the upstream support column 31a of the existing portion 5 in a state of being attached to the existing portion 5. The annular member 8 is temporarily placed on the adjusting member 9 with respect to the outer peripheral surface of the existing portion 5 before being fixed to the outer peripheral surface of the existing portion 5. The annular member 8 is movable with respect to the outer peripheral surface of the existing portion 5 in a state of being temporarily placed on the adjusting member 9. The replacement member 6 is fixed to the surface of the annular member 8 in a state where the annular member 8 is fixed to the outer peripheral surface of the existing portion 5.

図5に示すように、環状部材8の内周縁は、交換部材6が固定される表面81から裏面82に向かって縮径していくテーパ部(開先)83を有している。また、環状部材8が既設部分5の外周面に固定された状態において、環状部材8の裏面82には、裏面82に当接して既設部分5の外周面に固定される裏当部材84が設けられている。裏当部材84は、帯状の金属板により形成されている。 As shown in FIG. 5, the inner peripheral edge of the annular member 8 has a tapered portion (groove) 83 whose diameter is reduced from the front surface 81 to which the replacement member 6 is fixed toward the back surface 82. Further, in a state where the annular member 8 is fixed to the outer peripheral surface of the existing portion 5, the back surface 82 of the annular member 8 is provided with a backing member 84 that abuts on the back surface 82 and is fixed to the outer peripheral surface of the existing portion 5. Has been done. The backing member 84 is formed of a strip-shaped metal plate.

(調節部材)
図4に示すように、調節部材9は、環状部材8を裏面82側から支持し、既設部分5の上流側支柱31aの外周面に対する環状部材8の固定位置を、上流側支柱31aの軸線方向に沿って高さh方向に調節するものである。調節部材9は、環状部材8の裏面82側で、上流側支柱31aの外周面に着脱自在に設けられている。
調節部材9は、分割片90と、磁石91と、支持部92とを備えている。
(Adjusting member)
As shown in FIG. 4, the adjusting member 9 supports the annular member 8 from the back surface 82 side, and the fixed position of the annular member 8 with respect to the outer peripheral surface of the upstream column 31a of the existing portion 5 is set in the axial direction of the upstream column 31a. The height is adjusted in the h direction along the above. The adjusting member 9 is detachably provided on the outer peripheral surface of the upstream support column 31a on the back surface 82 side of the annular member 8.
The adjusting member 9 includes a split piece 90, a magnet 91, and a support portion 92.

分割片90は、例えば、中心に孔が形成された円板を半分に割って形成されている。分割片90は、それぞれ内周縁が既設部分5の外周面に沿うように形成されている。分割片90は、その面が既設部分5の支柱31又は梁32の軸線に交差(直交)するように、既設部分5の外周面に取り付けられる。分割片90は、互いの端部同士が対向するように既設部分5に取り付けられ、取り付けた際に、平面視略環状となっている。
磁石91は、分割片90を下方から支持すると共に、磁力によって分割片90を既設部分5に固定する。磁石91は、既設部分5の外周面に取り付けられ、交換部材6を既設部分5に固定された後に取り外される。磁石91は、分割片90と同様に半円状に形成してもよいし、分割片90の下方で所定間隔をおいて取り付けるようにしてもよい。また、分割片90と磁石91は一体に形成されていてもよい。
支持部92は、分割片90の表面から裏面を貫通するように設けられている。支持部92は、互いに所定間隔をおいて(例えば45°、60°、90°又は180°おき)分割片90に配置されている。支持部92は、頭部のないボルト92aとナット92bとを備えている。ボルト92aは、軸方向のほぼ全域にわたってネジ溝が形成されており、分割片90に挿通されている。ナット92bは、二つ設けられており、一方は分割片90の上方でボルト92aに螺合され、他方は分割片90の下方でボルト92aに螺合されている。すなわち、両ナット92bのボルト92aへの螺合位置を変えることにより、ボルト92aの分割片90からの突出量を調節することができる。ボルト92aの上端で環状部材8を支持し、ボルト92aの分割片90への固定位置の調節により、既設部分5の外周面に対する環状部材8の高さh方向の位置を調節することができる。
The divided piece 90 is formed, for example, by dividing a disk having a hole in the center in half. Each of the divided pieces 90 is formed so that the inner peripheral edge thereof follows the outer peripheral surface of the existing portion 5. The split piece 90 is attached to the outer peripheral surface of the existing portion 5 so that its surface intersects (orthogonally) the axis of the support column 31 or the beam 32 of the existing portion 5. The divided pieces 90 are attached to the existing portion 5 so that their ends face each other, and when attached, they form a substantially annular shape in a plan view.
The magnet 91 supports the split piece 90 from below and fixes the split piece 90 to the existing portion 5 by magnetic force. The magnet 91 is attached to the outer peripheral surface of the existing portion 5, and is removed after the replacement member 6 is fixed to the existing portion 5. The magnet 91 may be formed in a semicircular shape like the divided piece 90, or may be attached below the divided piece 90 at a predetermined interval. Further, the divided piece 90 and the magnet 91 may be integrally formed.
The support portion 92 is provided so as to penetrate the back surface of the divided piece 90 from the front surface. The support portions 92 are arranged on the divided pieces 90 at predetermined intervals (for example, every 45 °, 60 °, 90 ° or 180 °). The support portion 92 includes a headless bolt 92a and a nut 92b. The bolt 92a has a thread groove formed over substantially the entire axial direction, and is inserted into the split piece 90. Two nuts 92b are provided, one screwed onto the bolt 92a above the split piece 90 and the other screwed into the bolt 92a below the split piece 90. That is, the amount of protrusion of the bolt 92a from the split piece 90 can be adjusted by changing the screwing position of both nuts 92b to the bolt 92a. The annular member 8 is supported by the upper end of the bolt 92a, and the position of the annular member 8 in the height h direction with respect to the outer peripheral surface of the existing portion 5 can be adjusted by adjusting the fixing position of the bolt 92a to the divided piece 90.

<補修方法>
次に、図6〜図11を用いて捕捉体3の補修方法を説明する。図6(a)は損傷前の捕捉体の側面図であり、図6(b)は土石流中の巨礫が衝突した捕捉体の側面図であり、図6(c)は変形又は損傷した捕捉体の側面図である。図7(a)は、損傷部位の切断位置を示す捕捉体の側面図であり、図7(b)は、損傷部位の切断後の捕捉体の既設部分の側面図である。図8は、捕捉体の既設部分への交換部材の設置を示す図である。図9(a)は、補修構造体における調節部材の既設部分への取付けを説明する図であり、図9(b)は、補修構造体における環状部材の調節部材への載置を説明する図である。図10(a)は、交換部材が環状部材に仮置きされた状態を示し、図10(b)は、調節部材による環状部材の位置決めを説明するための図である。図11(a)は、裏当部材が固定された状態を示す図であり、図11(b)は、調節部材が取り外されて捕捉体の補修が完了した状態を示す図である。
<Repair method>
Next, a method of repairing the capture body 3 will be described with reference to FIGS. 6 to 11. FIG. 6A is a side view of the trapped body before damage, FIG. 6B is a side view of the trapped body collided with boulders in a debris flow, and FIG. 6C is a deformed or damaged trapped body. It is a side view of. FIG. 7A is a side view of the capture body showing the cutting position of the damaged portion, and FIG. 7B is a side view of the existing portion of the capture body after cutting the damaged portion. FIG. 8 is a diagram showing the installation of the replacement member on the existing portion of the capture body. FIG. 9A is a diagram illustrating attachment of the adjusting member to the existing portion of the repair structure, and FIG. 9B is a diagram illustrating mounting of the annular member on the adjusting member in the repair structure. Is. FIG. 10A shows a state in which the replacement member is temporarily placed on the annular member, and FIG. 10B is a diagram for explaining positioning of the annular member by the adjusting member. FIG. 11A is a diagram showing a state in which the backing member is fixed, and FIG. 11B is a diagram showing a state in which the adjusting member is removed and the repair of the catching body is completed.

図6(a)〜(c)に示すように、例えば想定外の礫径を有する岩石Rが上流から流されてきて、捕捉体3の上流側支柱31a及び梁32に衝突した場合、衝突により形成された損傷部位DPを有する捕捉体3を補修する必要がある。 As shown in FIGS. 6A to 6C, for example, when a rock R having an unexpected gravel diameter is washed away from the upstream and collides with the upstream support column 31a and the beam 32 of the capture body 3, the collision causes the rock R. It is necessary to repair the capture body 3 having the formed damage site DP.

まず、損傷部位DPを捕捉体3から切断する位置を決める。一点鎖線によって示す切断位置は、図7(a)に示すように、捕捉体3において損傷又は変形していない部分、若しくは損傷又は変形が軽微な部分に設定される。切断位置は、支柱31又は梁32のフランジ部F(連結部)以外の箇所に設定される。図7(b)に示すように、切断位置において捕捉体3の損傷部位DPを含む部分を切断して除去する。除去後、捕捉体3の既設部分5の形状を測量する。 First, the position where the damaged site DP is cut from the capture body 3 is determined. As shown in FIG. 7A, the cutting position indicated by the alternate long and short dash line is set to a portion of the trap 3 that is not damaged or deformed, or a portion that is slightly damaged or deformed. The cutting position is set at a position other than the flange portion F (connecting portion) of the support column 31 or the beam 32. As shown in FIG. 7B, the portion of the capture body 3 including the damaged portion DP is cut and removed at the cutting position. After removal, the shape of the existing portion 5 of the capture body 3 is surveyed.

次いで、測量によって得られた情報に基づいて損傷部位DPに取り付ける交換部材6を用意する(図8参照)。捕捉体3の既設部分5に交換部材6を固定する前に、磁石91を介して既設部分5の外周面に分割片90及び支持部92を取り付ける。
図9を用いて調節部材9による環状部材8の固定位置の調節方法について説明する。なお、図9においては、捕捉体3の上流側支柱31aの外周面に取り付けられた調節部材9を示すが、既設部分5の下流側支柱31bへの固定、及び既設部分5の梁部31cへの固定についても同様の方法を適用することができる。
Next, a replacement member 6 to be attached to the damaged site DP is prepared based on the information obtained by the survey (see FIG. 8). Before fixing the replacement member 6 to the existing portion 5 of the capture body 3, the split piece 90 and the support portion 92 are attached to the outer peripheral surface of the existing portion 5 via the magnet 91.
A method of adjusting the fixed position of the annular member 8 by the adjusting member 9 will be described with reference to FIG. Note that FIG. 9 shows the adjusting member 9 attached to the outer peripheral surface of the upstream support column 31a of the capture body 3, but the existing portion 5 is fixed to the downstream support column 31b and the existing portion 5 is attached to the beam portion 31c. The same method can be applied to the fixation of.

図9(a)に示すように、調節部材9の各分割片90を、上流側支柱31aの外周面に磁石91を介して取り付けることで、上流側支柱31aの外周面を分割片90で取り囲んだ状態となる。
次いで、図9(b)に示すように、環状部材8を調節部材9の支持部92の上に載置する。具体的には、ボルト92aが、環状部材8をその裏面82から支持する。この状態において、環状部材8は、調節部材9の支持部92に仮置きした状態にあり、上流側支柱31aの外周面に対して移動可能である。
As shown in FIG. 9A, each divided piece 90 of the adjusting member 9 is attached to the outer peripheral surface of the upstream side column 31a via a magnet 91, so that the outer peripheral surface of the upstream side column 31a is surrounded by the divided piece 90. It will be in a state.
Next, as shown in FIG. 9B, the annular member 8 is placed on the support portion 92 of the adjusting member 9. Specifically, the bolt 92a supports the annular member 8 from its back surface 82. In this state, the annular member 8 is temporarily placed on the support portion 92 of the adjusting member 9, and can move with respect to the outer peripheral surface of the upstream support column 31a.

次いで、環状部材8に載置した交換部材6の、既設部分5に対する固定位置を調整して決定する。以下に、具体的に説明する。
図10(a)に示すように、支持部92上に仮置きされた状態にある環状部材8の表面81に、クレーン等によって吊られた状態で交換部材6を載置(仮置き)する。交換部材6が固定部分63の円筒部63bで環状部材8に載置された状態において、調節部材9によって環状部材8の位置(姿勢)を調節する。
図3(a)に示すように3つの上流側支柱部61aを有する交換部材6を用いて捕捉体3を補修する場合、3つ全ての上流側支柱部61aの円筒部63bが全周にわたって、対応する環状部材8の表面81に接触するようにそれぞれの環状部材8の位置(姿勢)を調節する。例えば、2つの上流側支柱部61aの円筒部63bが全周にわたって、対応する環状部材8の表面81に接触している場合であっても、図10(a)に示すように、残りの1つの上流側支柱部61aの円筒部63bが、環状部材8の表面81に部分的に接触していないこともある。
このような場合に、図10(b)に示すように、調節部材9のボルト92aを環状部材8に対して進退させて、上流側支柱部61aの円筒部63bが環状部材8の表面81に全周にわたって接触するように、既設部分5の上流側支柱31aの外周面に対する環状部材8の溶接(固定)位置及び溶接(固定)姿勢を調節する。こうして、上流側支柱31aの外周面における環状部材8の固定位置が決定される。
Next, the fixed position of the replacement member 6 placed on the annular member 8 with respect to the existing portion 5 is adjusted and determined. The details will be described below.
As shown in FIG. 10A, the replacement member 6 is placed (temporarily placed) on the surface 81 of the annular member 8 which is temporarily placed on the support portion 92 while being suspended by a crane or the like. The position (posture) of the annular member 8 is adjusted by the adjusting member 9 in a state where the replacement member 6 is placed on the annular member 8 by the cylindrical portion 63b of the fixed portion 63.
When the catching body 3 is repaired by using the replacement member 6 having three upstream support columns 61a as shown in FIG. 3A, the cylindrical portions 63b of all three upstream support columns 61a cover the entire circumference. The position (posture) of each annular member 8 is adjusted so as to come into contact with the surface 81 of the corresponding annular member 8. For example, even when the cylindrical portion 63b of the two upstream strut portions 61a is in contact with the surface 81 of the corresponding annular member 8 over the entire circumference, as shown in FIG. 10A, the remaining 1 The cylindrical portion 63b of the upstream strut portion 61a may not partially contact the surface 81 of the annular member 8.
In such a case, as shown in FIG. 10B, the bolt 92a of the adjusting member 9 is advanced and retracted with respect to the annular member 8, and the cylindrical portion 63b of the upstream support column portion 61a is brought to the surface 81 of the annular member 8. The welding (fixing) position and welding (fixing) posture of the annular member 8 with respect to the outer peripheral surface of the upstream support column 31a of the existing portion 5 are adjusted so as to make contact over the entire circumference. In this way, the fixed position of the annular member 8 on the outer peripheral surface of the upstream support column 31a is determined.

さらに、環状部材8に載置した交換部材6を、その軸心x1が既設部分5の上流側支柱31aの軸心x2に近づくように環状部材8上で移動させる。こうして、環状部材8における交換部材6の溶接(固定)位置が決定される。 Further, the replacement member 6 placed on the annular member 8 is moved on the annular member 8 so that the axial center x1 thereof approaches the axial center x2 of the upstream support column 31a of the existing portion 5. In this way, the welding (fixing) position of the replacement member 6 in the annular member 8 is determined.

次いで、図11(a)に示すように、環状部材8の裏面82側に当接した状態で、既設部分5の上流側支柱31aの外周面に裏当部材84を、例えば溶接によって固定する。裏当部材84の固定により、環状部材8は上流側支柱31aの外周面の固定位置に確実に保持される。また、環状部材8に仮置きされた交換部材6を環状部材8から一度取り外す前に、環状部材8に対する交換部材6の固定位置にマーキングMを施しておくことが好ましい。 Next, as shown in FIG. 11A, the backing member 84 is fixed to the outer peripheral surface of the upstream support column 31a of the existing portion 5 by welding, for example, in a state of being in contact with the back surface 82 side of the annular member 8. By fixing the backing member 84, the annular member 8 is securely held at the fixed position on the outer peripheral surface of the upstream support column 31a. Further, it is preferable that the marking M is applied to the fixed position of the replacement member 6 with respect to the annular member 8 before the replacement member 6 temporarily placed on the annular member 8 is once removed from the annular member 8.

次いで、交換部材6を環状部材8から取り外し、環状部材8を上流側支柱31aの外周面に、捕捉体3の上方から溶接して固定する。具体的には、環状部材8の溶接は、テーパ部83において表面81側から裏面82及び裏当部材84に向かって施される。
環状部材8の溶接後に、交換部材6を環状部材8の表面81にマーキングMに基づいて再度載置して溶接する。これにより、交換部材6の捕捉体3の既設部分5への固定が完了する。
最後に、図11(b)に示すように、調節部材9を既設部分5の上流側支柱31aの外周面から取り外すことで、捕捉体3の補修は完了する。
Next, the replacement member 6 is removed from the annular member 8, and the annular member 8 is welded and fixed to the outer peripheral surface of the upstream support column 31a from above the trapping body 3. Specifically, the annular member 8 is welded from the front surface 81 side toward the back surface 82 and the backing member 84 in the tapered portion 83.
After welding the annular member 8, the replacement member 6 is placed again on the surface 81 of the annular member 8 based on the marking M and welded. As a result, the fixing of the replacement member 6 to the existing portion 5 of the catching body 3 is completed.
Finally, as shown in FIG. 11B, the repair of the catching body 3 is completed by removing the adjusting member 9 from the outer peripheral surface of the upstream support column 31a of the existing portion 5.

以上のように、既設部分5に交換部材6を直接溶接して固定するのではなく、捕捉体3の既設部分5に環状部材8を介して交換部材6を固定するので、捕捉体3を簡単に補修することができ、補修に係るコストを抑えることができる。特に、捕捉体3の既設部分5が変形していた場合には、補修作業が極めて容易になる。 As described above, instead of directly welding and fixing the replacement member 6 to the existing portion 5, the replacement member 6 is fixed to the existing portion 5 of the capture body 3 via the annular member 8, so that the capture body 3 can be easily simplified. It can be repaired and the cost related to the repair can be suppressed. In particular, when the existing portion 5 of the capture body 3 is deformed, the repair work becomes extremely easy.

また、一度交換部材6を環状部材8に仮置きした状態で、交換部材6の円筒部63bが環状部材8の表面81に全周にわたって接触するように、既設部分5の上流側支柱31aの外周面に対する環状部材8の固定位置を移動可能に決めることができる。これにより、既設部分5が初期の設計状態から変位(変形)している場合であっても、交換部材6の上流側支柱部61aの軸心x1と、既設部分5の上流側支柱31aの軸心x2のずれ(変位)を許容しつつ交換部材6を捕捉体3の既設部分5に適切に固定することができる。さらに、環状部材8の固定位置は、調節部材9のボルト92a及びナット92bによって調節するので、既設部分5の外周面に対する環状部材8の姿勢を含み固定位置を精度よく設定することができる。
また、交換部材6は、環状部材8に固定される前に環状部材8に仮置きされるので、例えば既設部分5の軸心x2と、交換部材6の上流側支柱部61aの軸心x1とを、既設部分5の径方向において互いに近づくように調整することができる。
Further, once the replacement member 6 is temporarily placed on the annular member 8, the outer circumference of the upstream support column 31a of the existing portion 5 is provided so that the cylindrical portion 63b of the replacement member 6 comes into contact with the surface 81 of the annular member 8 over the entire circumference. The fixed position of the annular member 8 with respect to the surface can be movably determined. As a result, even when the existing portion 5 is displaced (deformed) from the initial design state, the axis x1 of the upstream support column portion 61a of the replacement member 6 and the shaft of the upstream support column 31a of the existing portion 5 The replacement member 6 can be appropriately fixed to the existing portion 5 of the capture body 3 while allowing the displacement (displacement) of the core x2. Further, since the fixing position of the annular member 8 is adjusted by the bolt 92a and the nut 92b of the adjusting member 9, the fixing position can be accurately set including the posture of the annular member 8 with respect to the outer peripheral surface of the existing portion 5.
Further, since the replacement member 6 is temporarily placed on the annular member 8 before being fixed to the annular member 8, for example, the axial center x2 of the existing portion 5 and the axial center x1 of the upstream support column portion 61a of the replacement member 6 Can be adjusted so as to approach each other in the radial direction of the existing portion 5.

また、捕捉体3の損傷していない又は変形が少ない既設部分5において損傷部位DPを切断するので、交換部材6を交換部材6の既設部分5に対して精度の高い固定が可能になる。 Further, since the damaged portion DP is cut at the existing portion 5 of the catching body 3 which is not damaged or has little deformation, the replacement member 6 can be fixed to the existing portion 5 of the replacement member 6 with high accuracy.

また、環状部材8の裏面82に当接した状態で、裏当部材84を既設部分5の外周面に固定するので、上方から、つまり環状部材8の表面81側からテーパ部83において環状部材8を既設部分5の外周面に溶接することができる。これにより、環状部材8の溶接作業が容易になるとともに、溶接の精度が高まる。 Further, since the backing member 84 is fixed to the outer peripheral surface of the existing portion 5 in a state of being in contact with the back surface 82 of the annular member 8, the annular member 8 is formed in the tapered portion 83 from above, that is, from the surface 81 side of the annular member 8. Can be welded to the outer peripheral surface of the existing portion 5. This facilitates the welding work of the annular member 8 and enhances the welding accuracy.

また、環状部材8に交換部材6を取り付ける位置にマーキングMを施すことにより、環状部材8を既設部分5の外周面に固定した後に、交換部材6を環状部材8に迅速かつ正確に載置することができる。 Further, by marking the position where the replacement member 6 is attached to the annular member 8, after fixing the annular member 8 to the outer peripheral surface of the existing portion 5, the replacement member 6 is quickly and accurately placed on the annular member 8. be able to.

また、交換部材6の円筒部63bの内径は既設部分5の外径よりも大きいので、交換部材6の既設部分5との連結部分は、補修前以上の強度を発揮することができる。 Further, since the inner diameter of the cylindrical portion 63b of the replacement member 6 is larger than the outer diameter of the existing portion 5, the connecting portion of the replacement member 6 with the existing portion 5 can exhibit strength higher than that before the repair.

1 堰堤
2 透過部
3 捕捉体
31 支柱
31a 上流側支柱
31b 下流側支柱
31c 梁部
32 梁
4 補修部分
5 既設部分
6 交換部材
61 支柱部
61a 上流側支柱部
61b 下流側支柱部
62 梁部
63,64,65 固定部分
63a 環状部
63b 円筒部
7 補修構造体
8 環状部材
80 孔
81 表面
82 裏面
83 テーパ部
84 裏当部材
9 調節部材
90 分割片
91 磁石
92 支持部
92a ボルト
92b ナット
DP 損傷部位
M マーキング
R 岩石
1 Dam 2 Permeation part 3 Capture body 31 Support column 31a Upstream side support column 31b Downstream side support column 31c Beam part 32 Beam 4 Repair part 5 Existing part 6 Replacement member 61 Support part 61a Upstream side support part 61b Downstream side support part 62 Beam part 63, 64, 65 Fixed part 63a Ring part 63b Cylindrical part 7 Repair structure 8 Ring member 80 Hole 81 Front side 82 Back side 83 Tapered part 84 Backing member 9 Adjusting member 90 Divided piece 91 Magnet 92 Support part 92a Bolt 92b Nut DP Damaged part M Marking R rock

Claims (13)

支柱と梁とを備え、河川の上流から流れてくる流水を通すとともに土石及び流木を捕捉する捕捉体の補修方法であって、
前記捕捉体の損傷部位を切断して除去する工程と
前記損傷部位が除去された前記捕捉体の前記支柱及び前記梁の少なくとも一方の既設部分の外周面に取り付けられる分割片と、前記分割片を貫通しかつ当該分割片に対して移動自在に設けられる支持部と、を有する調節部材を前記既設部分に設ける工程と、
前記既設部分の外周面に、該外周面に対して前記調節部材を介して移動可能に環状部材を取り付ける工程と
前記環状部材に前記損傷部位と交換する交換部材を載置する工程と
前記環状部材に載置した前記交換部材の、前記既設部分に対する固定位置を調整して決定する工程と
前記既設部分に対する前記交換部材の前記固定位置で、前記環状部材を前記既設部分に固定する工程と
前記既設部分に固定された前記環状部材に前記交換部材を固定する工程と、
を含み、
前記交換部材が載置される側の前記支持部の端部に前記環状部材を仮置きした状態で、前記分割片に対する前記支持部の突出量を調節することにより前記既設部分に対する前記環状部材の固定位置を調節することを特徴とする捕捉体の補修方法。
It is a method of repairing a trap that is equipped with columns and beams to allow running water flowing from the upstream of the river to pass through and to capture earth and stone and driftwood.
The step of cutting and removing the damaged part of the trap, and
A split piece attached to the outer peripheral surface of at least one existing portion of the support column and the beam of the capture body from which the damaged portion has been removed, and a split piece that penetrates the split piece and is movably provided with respect to the split piece. A step of providing an adjusting member having a support portion in the existing portion, and
The outer circumferential surface of the existing portion, a step of Ru mounting the movable annular member via the adjusting member relative to the outer peripheral surface,
A step of placing a replacement member to be replaced with the damaged portion on the annular member, and
A step of adjusting and determining a fixed position of the replacement member placed on the annular member with respect to the existing portion, and
A step of fixing the annular member to the existing portion at the fixed position of the replacement member with respect to the existing portion.
A step of fixing the replacement member to the annular member fixed to the existing portion, and
Including
In a state where the annular member is temporarily placed at the end of the support portion on the side on which the replacement member is placed, the annular member is provided with respect to the existing portion by adjusting the amount of protrusion of the support portion with respect to the divided piece. A method of repairing a trapped body, which comprises adjusting a fixed position .
支柱と梁とを備え、河川の上流から流れてくる流水を通すとともに土石及び流木を捕捉する捕捉体の補修方法であって、It is a method of repairing a trap that is equipped with columns and beams, allows running water flowing from the upstream of the river to pass through, and captures earth and stone and driftwood.
前記捕捉体の損傷部位を切断して除去する工程と、The step of cutting and removing the damaged part of the trap, and
前記損傷部位が除去された前記捕捉体の前記支柱及び前記梁の少なくとも一方の既設部分の外周面に取り付けられる分割片と、前記分割片を貫通しかつ当該分割片に対して移動自在に設けられる支持部と、を有する調節部材を前記既設部分に設ける工程と、A split piece attached to the outer peripheral surface of at least one existing portion of the support column and the beam of the capture body from which the damaged portion has been removed, and a split piece that penetrates the split piece and is movably provided with respect to the split piece. A step of providing an adjusting member having a support portion in the existing portion, and
前記既設部分の外周面に、該外周面に対して前記調節部材を介して移動可能に環状部材を取り付ける工程と、A step of attaching an annular member to the outer peripheral surface of the existing portion so as to be movable with respect to the outer peripheral surface via the adjusting member.
前記環状部材に前記損傷部位と交換する交換部材を載置する工程と、A step of placing a replacement member to be replaced with the damaged portion on the annular member, and
前記環状部材に載置した前記交換部材の、前記既設部分に対する固定位置を調整して決定する工程と、A step of adjusting and determining a fixed position of the replacement member placed on the annular member with respect to the existing portion, and
前記既設部分に対する前記交換部材の前記固定位置で、前記環状部材を前記既設部分に固定する工程と、A step of fixing the annular member to the existing portion at the fixed position of the replacement member with respect to the existing portion.
前記既設部分に固定された前記環状部材に前記交換部材を固定する工程と、A step of fixing the replacement member to the annular member fixed to the existing portion, and
前記交換部材を前記既設部分に固定した後に、前記調節部材を前記既設部分から取り外す工程と、A step of removing the adjusting member from the existing portion after fixing the replacement member to the existing portion.
を含み、Including
前記交換部材が載置される側の前記支持部の端部に前記環状部材を仮置きした状態で、前記分割片に対する前記支持部の突出量を調節することにより前記既設部分に対する前記環状部材の固定位置を調節することを特徴とする捕捉体の補修方法。In a state where the annular member is temporarily placed at the end of the support portion on the side on which the replacement member is placed, the annular member is provided with respect to the existing portion by adjusting the amount of protrusion of the support portion with respect to the divided piece. A method of repairing a trapped body, which comprises adjusting a fixed position.
前記捕捉体における損傷していない部位で前記損傷部位を切断することを特徴とする請求項1又は2に記載の捕捉体の補修方法。 The method for repairing a captured body according to claim 1 or 2 , wherein the damaged portion is cut at an undamaged portion of the captured body. 前記捕捉体は、複数の支柱と複数の梁とが連結されて構成されており、
前記支柱又は前記梁の連結部以外の箇所で前記損傷部位を切断することを特徴とする請求項1からまでのいずれか一項に記載の捕捉体の補修方法。
The capture body is configured by connecting a plurality of columns and a plurality of beams.
The method for repairing a trapped body according to any one of claims 1 to 3 , wherein the damaged portion is cut at a portion other than the support column or the connecting portion of the beam.
前記環状部材を前記既設部分に固定する工程の前に、前記交換部材を固定する前記環状部材の表面とは反対側の裏面に、当該裏面に当接した状態で前記既設部分に外周面に帯状の裏当部材を溶接により固定し、
前記環状部材の内周縁は、前記交換部材が固定される表面から前記裏面に向かって縮径していくテーパ部を有し、前記環状部材は、前記裏当部材によって支持された状態で前記テーパ部において前記既設部分に溶接されることを特徴とする請求項1からまでのいずれか一項に記載の捕捉体の補修方法。
Prior to the step of fixing the annular member to the existing portion, the existing portion has a strip shape on the outer peripheral surface of the existing portion in a state of being in contact with the back surface of the annular member opposite to the front surface of the replacement member. Fix the backing member by welding ,
The inner peripheral edge of the annular member has a tapered portion whose diameter is reduced from the front surface to which the replacement member is fixed toward the back surface, and the annular member is supported by the backing member and is tapered. The method for repairing a trapped body according to any one of claims 1 to 4 , wherein the portion is welded to the existing portion .
前記環状部材を前記既設部分に固定する工程の前に、前記環状部材に載置した前記交換部材を取り外すことを特徴とする請求項1からまでのいずれか一項に記載の捕捉体の補修方法。 Repair of the catching body according to any one of claims 1 to 5 , wherein the replacement member placed on the annular member is removed before the step of fixing the annular member to the existing portion. Method. 前記交換部材を前記環状部材から取り外す工程の前に、前記環状部材に対する前記交換部材の取り付け位置にマーキングを施すことを特徴とする請求項に記載の捕捉体の補修方法。 The method for repairing a catching body according to claim 6 , further comprising marking the attachment position of the replacement member with respect to the annular member before the step of removing the replacement member from the annular member. 支柱と梁とを備え、河川の上流から流れてくる流水を通すとともに土石及び流木を捕捉する捕捉体の損傷部位を補修する補修構造体であって、
前記損傷部位を除去した前記捕捉体における前記支柱及び前記梁の少なくとも一方の既設部分の外周面に固定される環状部材と、
前記環状部材に固定され、前記損傷部位と交換される交換部材と、
前記既設部分の外周面に取り付けられる分割片と、前記分割片を貫通しかつ当該分割片に対して移動自在に設けられ、前記交換部材を臨む側の端部において前記環状部材を支持する支持部と、を有する調節部材と、
を備え
前記調節部材は、前記分割片に対する前記支持部の突出量を調節することにより、前記既設部分に対する前記環状部材の固定位置を調節する
ことを特徴とする捕捉体の補修構造体。
It is a repair structure equipped with columns and beams that allows running water flowing from the upstream of the river to pass through and repairs the damaged part of the trap that captures earth and stone and driftwood.
An annular member fixed to the outer peripheral surface of at least one existing portion of the support column and the beam in the capture body from which the damaged portion has been removed.
A replacement member fixed to the annular member and replaced with the damaged part,
A split piece attached to the outer peripheral surface of the existing portion, and a support portion that penetrates the split piece and is movably provided with respect to the split piece to support the annular member at an end portion facing the replacement member. And, with the adjusting member,
With
The adjusting member is a repair structure for a catching body, characterized in that the fixing position of the annular member with respect to the existing portion is adjusted by adjusting the amount of protrusion of the supporting portion with respect to the divided piece .
前記調節部材は、前記既設部分に対して着脱自在に設けられていることを特徴とする請求項に記載の捕捉体の補修構造体。 The repair structure for a catching body according to claim 8 , wherein the adjusting member is detachably provided with respect to the existing portion. 前記交換部材を臨む面とは反対側の前記環状部材の裏面に当接しつつ、前記既設部分の外周面に固定される裏当部材を備えることを特徴とする請求項8又は9に記載の捕捉体の補修構造体。 The capture according to claim 8 or 9 , further comprising a backing member fixed to the outer peripheral surface of the existing portion while contacting the back surface of the annular member on the side opposite to the surface facing the replacement member. Body repair structure. 前記交換部材の内径は、前記既設部分に対する前記環状部材の固定位置よりも切断位置側における前記既設部分の外径より大きいことを特徴とする請求項から10までのいずれか一項に記載の捕捉体の補修構造体。 The item according to any one of claims 8 to 10 , wherein the inner diameter of the replacement member is larger than the outer diameter of the existing portion on the cutting position side of the fixed position of the annular member with respect to the existing portion. Repair structure of the capture body. 請求項から11までのいずれか一項に記載の捕捉体の補修構造体を、前記損傷部位を除去した前記既設部分に設けたことを特徴とする捕捉体。 The capture body according to any one of claims 8 to 11 , wherein the repair structure of the capture body is provided on the existing portion from which the damaged portion has been removed. 請求項12に記載の捕捉体を、流水を通す透過部に設けたことを特徴とする堰堤。 A dam according to claim 12 , wherein the trapping body is provided in a permeation portion through which running water passes.
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