JP2017227031A - Repairing method for capturing body, repaired structure of capturing body, capturing body and dam - Google Patents

Repairing method for capturing body, repaired structure of capturing body, capturing body and dam Download PDF

Info

Publication number
JP2017227031A
JP2017227031A JP2016123506A JP2016123506A JP2017227031A JP 2017227031 A JP2017227031 A JP 2017227031A JP 2016123506 A JP2016123506 A JP 2016123506A JP 2016123506 A JP2016123506 A JP 2016123506A JP 2017227031 A JP2017227031 A JP 2017227031A
Authority
JP
Japan
Prior art keywords
capturing body
annular member
existing
replacement
capturing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2016123506A
Other languages
Japanese (ja)
Other versions
JP6767179B2 (en
Inventor
信秀 淺井
Nobuhide Asai
信秀 淺井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Metal Products and Engineering Inc
Original Assignee
JFE Metal Products and Engineering Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JFE Metal Products and Engineering Inc filed Critical JFE Metal Products and Engineering Inc
Priority to JP2016123506A priority Critical patent/JP6767179B2/en
Publication of JP2017227031A publication Critical patent/JP2017227031A/en
Application granted granted Critical
Publication of JP6767179B2 publication Critical patent/JP6767179B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To realize connection of an exchanging member to an existing part even in a case where the existing part of a capturing body is deformed.SOLUTION: A capturing body comprises a prop (31) and a beam (32). A damaged part of the capturing body (3) allowing water from upstream side of a river to flow through and capturing soil, stone and drift wood is cut off and removed. An annular member (8) is movably attached onto peripheral surface of at least one existing part (5) of the prop (31) and the beam (32) of the capturing body (3) where the damaged part (DP) is removed. An exchanging member (6) which is exchanged with the damaged part is placed on the annular member (8). Fixing position of the exchanging member (6) placed on the annular member (8) relatively to the existing part (5) is adjusted to be determined. The annular member (8) is fixed onto the existing part (5) at the fixing position of the exchanging member (6) relatively to the existing part (5). The exchanging member (6) is fixed onto the annular member (8) fixed onto the existing part (5).SELECTED DRAWING: Figure 1

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 capturing method for a capturing body, a repairing structure for the capturing body, a capturing body, 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 mountainous rivers, weirs are installed to prevent landslides caused by typhoons and heavy rain. The dam suppresses the passage of rocks and driftwood contained in the debris flow while allowing water to pass through. In particular, a grid-type steel dam with a trapping body in which steel pipe columns and steel pipe beams are combined in a three-dimensional lattice shape is known in order to capture rocks and driftwood contained in the debris flow in the permeation part through which water passes. (For example, refer to Patent Document 1).
In the capturing body, the upper end portion of the column member (post) and the column head portion protruding downward from the beam member (lateral beam) arranged in the transverse direction of the river are joined by a flange. Moreover, the 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 (for example, see Patent Document 2).

特開平6−10330号公報JP-A-6-10330 特開2011−89393号公報JP 2011-89393 A

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 occurrence of debris flow, a large rock R having an unexpected gravel diameter may collide with the capturing body 300 of the transmission type dam 100 as shown in FIG. Although the rock R is captured by the capturing body 300, an impact force more than expected is applied to the support post 310 and the beam 320 of the capturing body 300, and the support structure 310 and the beam 320 of the capturing body 300 may be deformed or damaged.
The trapped body 300 that has been deformed or damaged can be removed from the trapped body 300 by replacing the flanges F of the support column 310 and the beam 320, and replaced with a new portion.
However, the existing part of the capturing body 300 is often deformed due to the collision with the rock R, and the position of the flange portion F of the existing part in the capturing body 300 may be shifted from the initial design position. In other words, it may be difficult to newly attach what is 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 even when the existing portion of the capturing body is deformed, the capturing method of the capturing body that facilitates fixing of the replacement member to the existing portion An object of the present invention is to provide a repair structure for a capturing body, a capturing body, and a dam.

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 for repairing a capturing body that includes a column and a beam, allows flowing water flowing from the upstream of a river and captures debris and driftwood, and cuts and removes the damaged portion of the capturing body, An annular member is attached to the outer peripheral surface of at least one of the supporting column and the beam of the capturing body from which the damaged portion has been removed so as to be movable relative to the outer peripheral surface, and the annular member is replaced with the damaged portion. The replacement member to be mounted is placed, and the fixing position of the replacement member placed on the annular member is determined by adjusting, and the annular member is fixed at the fixing position of the replacement member with respect to the existing portion. The replacement member is fixed to the existing portion, and the replacement member is 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。   In addition, an adjustment member that adjusts the fixing position of the annular member with respect to the existing portion is provided on the outer peripheral surface of the existing portion, and the position of the annular member is adjusted in a state where the annular member is temporarily placed on the adjustment 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。   Moreover, it is preferable to remove the adjustment member from the existing portion after the replacement member is fixed 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。   Moreover, it is preferable to cut | disconnect the said damage site | part in the site | part which is not damaged in the said capture body.

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。   In addition, it is preferable that the capturing body is configured by connecting a plurality of support columns and a plurality of beams, and cutting the damaged portion at a position other than the support column 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 part, a backing member is attached to the existing part on the back surface opposite to the surface of the annular member for fixing the replacement member, in contact with the back surface. It is preferable to fix.

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。   Moreover, 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。   Moreover, it is preferable to mark the attachment position of the replacement member with respect to the annular member before removing the replacement member from 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 that the annular member is joined to the existing portion from above the capturing 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 that includes a column and a beam, passes a flowing water flowing upstream from a river, and repairs a damaged portion of a capturing body that captures debris and driftwood, wherein the damaged portion is removed. An annular member fixed to an outer peripheral surface of at least one of the support column and the beam in the capturing body, and an exchange member fixed to the annular member and exchanged 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。   An adjustment that is attached to the outer peripheral surface of the existing portion, supports the annular member from the opposite side of the annular member facing the replacement member, and adjusts the fixing position of the annular member with respect to the existing portion. It is preferable to provide 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。   Moreover, it is preferable that the said adjustment member is provided with respect to the said existing part so that attachment or detachment is possible.

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。   Moreover, it is preferable to provide the backing member fixed to the outer peripheral surface of the said existing part, contacting the back surface of the said annular member on the opposite side to the surface which faces the said 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。   Moreover, it is preferable that the inner periphery of the said annular member has a taper part diameter-reduced toward the said back surface from the surface where the said replacement member is fixed.

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。   Moreover, it is preferable that the internal diameter of the said replacement member is larger than the outer diameter of the said existing part in a cutting position side rather than the fixed position of the said annular member with respect to the said existing part.

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。   Moreover, it is preferable that the said adjustment member has a support part which supports the said annular member, and the said support part can advance and retract toward the said 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 a capturing body, wherein the repair structure described above is provided in the existing part from which the damaged site 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 and is characterized in that the above-described capturing body 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 if the existing part of the capturing body is deformed, the replacement member can be easily fixed to the existing part of the capturing 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 with a repaired capturing body. 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 capture body after repair, (a) is a side view in IIa of FIG. 1, (b) is a side view in 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 replacement member of the damage site | part of a capture body, (a) is a front view, (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 a 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 capturing body before damage, (b) is a side view of the capturing body where a boulder in the debris flow collides, and (c) is a side view of the capturing body that is 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 capturing body showing the cutting position of the damaged site, and (b) is a side view of the existing part of the capturing body after cutting the damaged site. 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 installation of the replacement member to the existing part of a capturing 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 figure explaining attachment to the existing part of the adjustment member in a repair structure, (b) is a figure explaining mounting to the adjustment member of the annular member in a 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 figure explaining mounting of the replacement member to an existing part, (b) is a figure explaining positioning of the fixed position of an 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 figure explaining fixation of a backing member, (b) is a figure explaining removal of an adjustment 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 with a damaged capturing body.

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. In addition, embodiment shown below is one illustration and can take a various form in 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 with a repaired capturing body. 2 is a side view of the capturing body after repair, (a) is a side view taken along IIa in FIG. 1, and (b) is a side view taken along IIb in FIG. 3A and 3B are diagrams showing an exchange member for a damaged part of the capturing body, in which 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 an 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。
<Configuration of dam>
First, the structure of the dam 1 is demonstrated using 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 concrete or soil cement, for example. 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 the inside thereof may be filled with concrete or soil cement.
The dam 1 is a so-called permeable dam, and includes a permeable portion 2 through which flowing water flows from the upstream of the river, and a capturing body 3 provided in the permeable portion 2 for passing the flowing water and capturing debris 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。
(Transmission part)
The permeation | transmission part 2 is formed between a pair of non-overflow parts 11 which respectively connect to the bank of a river, and prevent the overflow of the debris and driftwood from an upstream, as shown in FIG.

(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。
(Captured body)
The trapping body 3 shown in FIG. 1 replaces a damaged portion DP (see FIG. 6C) that has been damaged by collision with gravel or driftwood having an unexpected diameter with a new member (an exchange member 6 described later). Repaired. The capturing body 3 is provided in the transmission part 2 along the extending direction of the dam 1, that is, the width direction of the river.
The capturing body 3 includes a plurality of support columns 31, a plurality of beams 32 extending between the support 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。
[Posts and beams]
The support column 31 is formed of, for example, a steel pipe, and is erected on the bottom of the transmission portion 2 at a predetermined interval along the extending direction of the dam 1. As shown in FIG. 2A, the support column 31 includes an upstream support column 31a erected on the upstream side and a downstream support column 31b erected on the downstream side. The upstream column 31a and the downstream column 31b are connected to each other. The upstream column 31a extends obliquely upward from the upstream side toward the downstream side, and the downstream column 31b extends obliquely upward from the downstream side toward 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 column 31 a has a plurality of beam portions 31 c 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 columns 31a to each other. More specifically, a flange portion (connection 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 column 31b is connected to the upstream column 31a at the upper end. The downstream column 31b is connected to the upstream column 31a via a connecting beam 33 extending in the river flow direction at the intermediate portion. The connecting beam 33 includes a connecting beam portion 33a extending downstream from the intermediate portion of the upstream column 31a and a connecting beam portion 33b extending upstream from the intermediate portion of the downstream column 31b. It is formed by being connected to each other via a flange portion F included in the.
As shown in FIG. 2 (b), there is a portion where the downstream column 31b is not connected to the upstream column 31a in the extending direction of the capturing body 3. For example, the downstream column 31b includes the upstream column 31b. Every other one is connected to 31a.

[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 FIG. 1, the repaired portion 4 surrounded by a two-dot chain line has the replacement member 6 fixed to the existing portion 5 of the capturing body 3 in place of the damaged portion DP (see FIG. 6C) where the capturing body 3 is deformed or broken. Part. Here, the “existing part” is the remaining part of the capturing body 3 after removing the damaged part DP, and is the part of the capturing body 3 that has been installed in the transmission part 2 since the construction of the dam 1. Further, the existing part 5 is a part that is not deformed at all or a part that is lightly 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 exchange member 6 is exchanged for the damaged part DP of the capturing body 3. As shown in FIG. 3A, the replacement member 6 is formed by integrally forming a plurality of support columns 61 and a plurality of beams 62. That is, the exchange member 6 does not form the beam 32 by connecting the columns 31 to each other via the flange portion F like the capturing body 3 before the exchange.
The support | pillar part 61 has the upstream support | pillar part 61a and the downstream support | pillar part 61b, as shown in FIG.3 (b). The upper end portion of the downstream column portion 61b is integrally connected to the upstream column portion 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 strut 61 a has a fixed portion 63 at a position where it is fixed to the upstream strut 31 a of the existing portion 5 of the capturing body 3. The fixed portion 63 has an annular portion 63a and a cylindrical portion 63b. The annular portion 63a protrudes radially outward from the outer peripheral surface of the upstream column portion 61a.
As shown in FIG. 4, the cylindrical part 63b is located at the lower end of the upstream column 61a and is integrally connected to the annular part 63a. The maximum inner diameter of the exchange member 6 is larger than the outer diameter of the upstream column 31a, which is closer to the cutting position than 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. That is, the cylindrical portion 63 b of the replacement member 6 has an outer diameter larger than the outer diameter of the upstream column 31 a 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 exchange member 6 has a fixed portion 64 at a position where the beam portion 31 c of the upstream column 31 a in the existing portion 5 of the capturing body 3 is fixed. Since the configuration of the fixed portion 64 is the same as that of the fixed portion 63 of the upstream column 61a, the description thereof is 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 column 61b has a fixed portion 65 at a position where the downstream column 31b is fixed to the existing portion 5 of the capturing body 3. Since the configuration of the fixed portion 65 is the same as that of the fixed portion 63 of the upstream column 61a, description thereof is 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 structure of the repair structure 7 used for repairing the capturing body 3 will be described with reference to FIGS. 4 and 5. FIG. 4 is an enlarged view for explaining the structure of the repair structure. FIG. 5 is a perspective view of an annular member in the repair structure. As shown in FIG. 4, the repair structure 7 includes the replacement member 6, the annular member 8, and the adjustment 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。
(Annular member)
The annular member 8 is formed in a disc shape, and a hole 80 through which the column 31 or the beam 32 of the existing portion 5 is inserted is formed at the center thereof. The annular member 8 is fixed to the outer peripheral surface of the existing portion 5 of at least one of the column 31 and the beam 32 in the capturing body 3 from which the damaged portion DP has been removed. The annular member 8 protrudes radially outward from the outer peripheral surface of the upstream column 31 a of the existing portion 5 in a state where it is attached to the existing portion 5. The annular member 8 is temporarily placed on the adjustment 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 adjustment member 9. In a state where the annular member 8 is fixed to the outer peripheral surface of the existing portion 5, the replacement member 6 is fixed to the surface of the annular member 8.

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 that decreases in diameter from the front surface 81 to which the replacement member 6 is fixed toward the rear surface 82. Further, in a state where the annular member 8 is fixed to the outer peripheral surface of the existing portion 5, a backing member 84 that is in contact with the rear surface 82 and is fixed to the outer peripheral surface of the existing portion 5 is provided on the rear surface 82 of the annular member 8. It has been. The backing member 84 is formed of a band-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。
(Adjustment member)
As shown in FIG. 4, the adjustment member 9 supports the annular member 8 from the back surface 82 side, and the fixing position of the annular member 8 with respect to the outer peripheral surface of the upstream column 31a of the existing part 5 is determined in the axial direction of the upstream column 31a. The height is adjusted along the direction h. The adjustment member 9 is detachably provided on the outer peripheral surface of the upstream column 31a on the back surface 82 side of the annular member 8.
The adjustment 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 split piece 90 is formed, for example, by dividing a disk having a hole in the center into half. Each of the split pieces 90 is formed so that the inner peripheral edge is along 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 the surface thereof intersects (orthogonally) the axis of the column 31 or the beam 32 of the existing portion 5. The split piece 90 is attached to the existing portion 5 so that the end portions thereof face each other, and when attached, the split piece 90 has a substantially annular shape in plan view.
The magnet 91 supports the divided piece 90 from below and fixes the divided 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 at a predetermined interval below the divided piece 90. Moreover, the division | segmentation piece 90 and the magnet 91 may be formed integrally.
The support portion 92 is provided so as to penetrate the back surface from the front surface of the split piece 90. The support portions 92 are arranged on the divided pieces 90 at predetermined intervals (for example, every 45 °, 60 °, 90 °, or 180 °). The support part 92 includes a bolt 92a and a nut 92b without a head. The bolt 92 a has a thread groove formed in almost the entire axial direction, and is inserted into the divided piece 90. Two nuts 92 b are provided, one screwed to the bolt 92 a above the divided piece 90, and the other screwed to the bolt 92 a below the divided 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 the 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 split 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 for repairing the capturing body 3 will be described with reference to FIGS. 6 (a) is a side view of the capturing body before damage, FIG. 6 (b) is a side view of the capturing body with which a boulder in the debris flow collides, and FIG. 6 (c) is a capturing body that is deformed or damaged. FIG. FIG. 7A is a side view of the capturing body showing the cutting position of the damaged site, and FIG. 7B is a side view of the existing part of the capturing body after cutting the damaged site. FIG. 8 is a diagram illustrating the installation of the replacement member on the existing part of the capturing body. FIG. 9A is a diagram illustrating attachment of the adjustment member to the existing portion in the repair structure, and FIG. 9B is a diagram illustrating placement of the annular member on the adjustment member in the repair structure. It 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 the positioning of the annular member by the adjusting member. FIG. 11A is a diagram illustrating a state in which the backing member is fixed, and FIG. 11B is a diagram illustrating a state in which the adjustment member is removed and repair of the capturing 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 flows from the upstream and collides with the upstream column 31 a and the beam 32 of the capturing body 3, It is necessary to repair the capturing body 3 having the formed damaged part 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 capturing 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 that is not damaged or deformed in the capturing body 3 or a portion that is slightly damaged or deformed. The cutting position is set at a place other than the flange portion F (connecting portion) of the column 31 or the beam 32. As shown in FIG. 7B, the portion including the damaged portion DP of the capturing body 3 is cut and removed at the cutting position. After removal, the shape of the existing part 5 of the capturing 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, the replacement member 6 to be attached to the damaged site DP is prepared based on the information obtained by surveying (see FIG. 8). Before fixing the replacement member 6 to the existing portion 5 of the capturing 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 for adjusting the fixing position of the annular member 8 by the adjusting member 9 will be described with reference to FIG. In FIG. 9, the adjustment member 9 attached to the outer peripheral surface of the upstream column 31 a of the capturing body 3 is shown, but the existing part 5 is fixed to the downstream column 31 b and the beam part 31 c of the existing part 5 is fixed. The same method can be applied to the fixing 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. 9 (a), each divided piece 90 of the adjustment member 9 is attached to the outer peripheral surface of the upstream column 31a via a magnet 91 so that the outer peripheral surface of the upstream column 31a is surrounded by the divided piece 90. It becomes a state.
Next, as shown in FIG. 9B, the annular member 8 is placed on the support portion 92 of the adjustment member 9. Specifically, the bolt 92 a supports the annular member 8 from the back surface 82. In this state, the annular member 8 is temporarily placed on the support portion 92 of the adjustment member 9, and is movable with respect to the outer peripheral surface of the upstream 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 fixing position of the replacement member 6 placed on the annular member 8 with respect to the existing portion 5 is adjusted and determined. This will be specifically described below.
As shown in FIG. 10A, the replacement member 6 is placed (temporarily placed) on the surface 81 of the annular member 8 that is temporarily placed on the support portion 92 while being suspended by a crane or the like. In a state where the exchange member 6 is placed on the annular member 8 by the cylindrical portion 63 b of the fixed portion 63, the position (posture) of the annular member 8 is adjusted by the adjustment member 9.
When repairing the capturing body 3 using the replacement member 6 having three upstream column portions 61a as shown in FIG. 3 (a), the cylindrical portions 63b of all three upstream column portions 61a extend over the entire circumference. The position (posture) of each annular member 8 is adjusted so as to contact the surface 81 of the corresponding annular member 8. For example, even when the cylindrical portions 63b of the two upstream struts 61a are in contact with the surface 81 of the corresponding annular member 8 over the entire circumference, as shown in FIG. The cylindrical portion 63b of the two upstream column portions 61a may not be in partial contact with the surface 81 of the annular member 8.
In such a case, as shown in FIG. 10 (b), the bolt 92 a of the adjustment member 9 is advanced and retracted with respect to the annular member 8, and the cylindrical portion 63 b of the upstream column 61 a is brought into contact with the surface 81 of the annular member 8. The welding (fixed) position and the welding (fixed) posture of the annular member 8 with respect to the outer peripheral surface of the upstream column 31a of the existing portion 5 are adjusted so as to contact the entire circumference. Thus, the fixing position of the annular member 8 on the outer peripheral surface of the upstream 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 axis x1 approaches the axis x2 of the upstream column 31a of the existing portion 5. Thus, the welding (fixed) 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 column 31 a of the existing portion 5 by, for example, welding while 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 column 31a. Moreover, it is preferable to mark the fixing position of the replacement member 6 with respect to the annular member 8 before removing the replacement member 6 temporarily placed on the annular member 8 from the annular member 8 once.

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 column 31a from above the capturing 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 the annular member 8 is welded, the replacement member 6 is placed on the surface 81 of the annular member 8 again based on the marking M and welded. Thereby, fixation to the existing part 5 of the capture body 3 of the replacement member 6 is completed.
Finally, as shown in FIG. 11 (b), the repair of the capturing body 3 is completed by removing the adjustment member 9 from the outer peripheral surface of the upstream column 31 a 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, since the replacement member 6 is not directly welded and fixed to the existing portion 5 but the replacement member 6 is fixed to the existing portion 5 of the capturing body 3 via the annular member 8, the capturing body 3 can be simplified. Can be repaired, and the cost for repair can be reduced. In particular, when the existing portion 5 of the capturing 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。
In addition, once the replacement member 6 is temporarily placed on the annular member 8, the outer periphery of the upstream column 31 a of the existing portion 5 so that the cylindrical portion 63 b of the replacement member 6 contacts the entire surface 81 of the annular member 8. The fixing position of the annular member 8 with respect to the surface can be determined to be movable. Thereby, even if the existing part 5 is displaced (deformed) from the initial design state, the axis x1 of the upstream column 61a of the replacement member 6 and the axis of the upstream column 31a of the existing part 5 The replacement member 6 can be appropriately fixed to the existing portion 5 of the capturing body 3 while allowing the displacement (displacement) of the center x2. Furthermore, 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 axis x2 of the existing portion 5 and the axis x1 of the upstream column 61a of the replacement member 6 Can be adjusted 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 where the capturing body 3 is not damaged or is hardly deformed, 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 in which the annular member 8 is in contact with the back surface 82, the annular member 8 is formed at the tapered portion 83 from above, that is, from the front surface 81 side of the annular member 8. Can be welded to the outer peripheral surface of the existing portion 5. Thereby, the welding operation of the annular member 8 is facilitated, and the accuracy of welding is increased.

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, the replacement member 6 is quickly and accurately placed on the annular member 8 after fixing the annular member 8 to the outer peripheral surface of the existing portion 5. 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。   Moreover, since the internal diameter of the cylindrical part 63b of the replacement member 6 is larger than the outer diameter of the existing part 5, the connection part with the existing part 5 of the replacement member 6 can exhibit the intensity | strength more than 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
DESCRIPTION OF SYMBOLS 1 Dam 2 Permeation | transmission part 3 Capture body 31 Support | pillar 31a Upstream side support 31b Downstream support 31c Beam part 32 Beam 4 Repair part 5 Existing part 6 Replacement member 61 Support part 61a Upstream support part 61b Downstream support part 62 Beam part 63, 64, 65 Fixed portion 63a Annular portion 63b Cylindrical portion 7 Repair structure 8 Annular member 80 Hole 81 Front surface 82 Back surface 83 Tapered portion 84 Backing member 9 Adjusting member 90 Split piece 91 Magnet 92 Support portion 92a Bolt 92b Nut DP Damaged part M Marking R Rock

Claims (18)

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捕捉体の補修方法。
A method of repairing a capturing body comprising a column and a beam, passing flowing water flowing upstream from a river and capturing debris and driftwood,
Cutting and removing the damaged part of the capturing body,
An annular member is attached to an outer peripheral surface of at least one of the support column and the beam of the capture body from which the damaged portion has been removed, so as to be movable with respect to the outer peripheral surface,
Place the replacement member to replace the damaged part on the annular member,
The adjustment of the replacement member placed on the annular member is determined by adjusting the fixing position with respect to the existing part,
Fixing the annular member to the existing portion at the fixing position of the replacement member with respect to the existing portion;
A method for repairing a capturing body, wherein the replacement member is fixed to the annular member fixed to the existing portion.
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を特徴とする請求項1に記載の捕捉体の補修方法。   An adjusting member for adjusting the fixing position of the annular member with respect to the existing portion is provided on the outer peripheral surface of the existing portion, and the position of the annular member is adjusted in a state where the annular member is temporarily placed on the adjusting member. The method for repairing a capturing body according to claim 1. 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を特徴とする請求項2に記載の捕捉体の補修方法。   The method of repairing a capturing body according to claim 2, wherein after the replacement member is fixed to the existing part, the adjustment member is removed from the existing part. 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から3までのいずれか一項に記載の捕捉体の補修方法。   The method for repairing a capturing body according to any one of claims 1 to 3, wherein the damaged portion is cut at an undamaged portion in the capturing 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4までのいずれか一項に記載の捕捉体の補修方法。
The capturing body is configured by connecting a plurality of support columns and a plurality of beams,
The method for repairing a capturing body according to any one of claims 1 to 4, wherein the damaged portion is cut at a place other than the support portion of the support column or the beam.
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を特徴とする請求項1から5までのいずれか一項に記載の捕捉体の補修方法。   Prior to fixing the annular member to the existing portion, a backing member is fixed to the existing portion on the back surface opposite to the front surface of the annular member for fixing the replacement member in contact with the back surface. The method for repairing a capturing body according to any one of claims 1 to 5, characterized in that: 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を特徴とする請求項1から6までのいずれか一項に記載の捕捉体の補修方法。   The method of repairing a capturing body according to any one of claims 1 to 6, wherein the replacement member placed on the annular member is removed before the annular member is fixed to the existing portion. 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を特徴とする請求項7に記載の捕捉体の補修方法。   The method of repairing a capturing body according to claim 7, wherein marking is performed at a position where the replacement member is attached to the annular member before the replacement member is removed from the annular member. 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を特徴とする請求項1から8までのいずれか一項に記載の捕捉体の補修方法。   The method for repairing a capturing body according to any one of claims 1 to 8, wherein the annular member is joined to the existing portion from above the capturing body. 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捕捉体の補修構造体。
A repair structure comprising a column and a beam, for passing the flowing water flowing from the upstream of the river and repairing the damaged part of the capturing body for capturing debris and driftwood,
An annular member fixed to an outer peripheral surface of at least one of the pillar and the beam in the capturing body from which the damaged portion has been removed;
An exchange member fixed to the annular member and exchanged with the damaged portion;
A capturing structure for a capturing body, comprising:
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を特徴とする請求項10に記載の捕捉体の補修構造体。   An adjusting member attached to the outer peripheral surface of the existing part, supporting the annular member from the opposite side of the annular member facing the replacement member, and adjusting the fixing position of the annular member with respect to the existing part The repair structure for a capturing body according to claim 10, further comprising: 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11に記載の捕捉体の補修構造体。   The repair structure for a capturing body according to claim 11, wherein the adjustment member is detachably attached 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10から12までのいずれか一項に記載の捕捉体の補修構造体。   The back member of the said annular member on the opposite side to the surface which faces the said replacement member is provided, The backing member fixed to the outer peripheral surface of the said existing part is provided, The any one of Claim 10-12 characterized by the above-mentioned. The repair structure of the capturing body according to one item. 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を特徴とする請求項13に記載の捕捉体の補修構造体。   The repair structure for a capturing body according to claim 13, wherein the inner peripheral edge of the annular member has a tapered portion that decreases in diameter from the front surface to which the replacement member is fixed toward the rear surface. 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10から14までのいずれか一項に記載の捕捉体の補修構造体。   The inner diameter of the replacement member is larger than the outer diameter of the existing portion on the cutting position side with respect to the fixing position of the annular member with respect to the existing portion. The repair structure of the capturing body. 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を特徴とする請求項11に記載の捕捉体の補修構造体。   The repair structure for a capturing body according to claim 11, wherein the adjustment member includes a support portion that supports the annular member, and the support portion is movable forward and backward toward the annular member. 請求項10から16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。   A capturing body comprising the repairing structure for a capturing body according to any one of claims 10 to 16 in the existing portion from which the damaged site has been removed. 請求項17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 with the capturing body according to claim 17 provided in a transmission portion through which running water passes.
JP2016123506A 2016-06-22 2016-06-22 How to repair the trap, the repair structure of the trap, the trap and the dam Active JP6767179B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2016123506A JP6767179B2 (en) 2016-06-22 2016-06-22 How to repair the trap, the repair structure of the trap, the trap and the dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2016123506A JP6767179B2 (en) 2016-06-22 2016-06-22 How to repair the trap, the repair structure of the trap, the trap and the dam

Publications (2)

Publication Number Publication Date
JP2017227031A true JP2017227031A (en) 2017-12-28
JP6767179B2 JP6767179B2 (en) 2020-10-14

Family

ID=60889116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2016123506A Active JP6767179B2 (en) 2016-06-22 2016-06-22 How to repair the trap, the repair structure of the trap, the trap and the dam

Country Status (1)

Country Link
JP (1) JP6767179B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11342506B2 (en) 2018-06-20 2022-05-24 Kwansei Gakuin Educational Foundation Organic electroluminescent element

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0610350A (en) * 1991-05-30 1994-01-18 Taisei Corp Device for extracting steel pipe pile
JP2004125006A (en) * 2002-09-30 2004-04-22 Ebara Corp Loose flange and pump mechanism
JP2009167629A (en) * 2008-01-11 2009-07-30 Nippon Steel & Sumikin Metal Products Co Ltd Repairing method for steel slit dam
JP2009167628A (en) * 2008-01-11 2009-07-30 Nippon Steel & Sumikin Metal Products Co Ltd Repairing method for steel slit dam
JP2010059647A (en) * 2008-09-02 2010-03-18 Nippon Steel & Sumikin Metal Products Co Ltd Steel slit dam and method of repairing the same
KR100965467B1 (en) * 2009-12-17 2010-06-24 대한민국 Eco-pillar debris barrier
JP2010210056A (en) * 2009-03-12 2010-09-24 Ebara Corp Loose short pipe type pipe connector, and pump mechanism
JP2010236261A (en) * 2009-03-31 2010-10-21 Nippon Steel & Sumikin Metal Products Co Ltd Steel slit dam, and construction method and repairing method for the same
JP2016089329A (en) * 2014-10-29 2016-05-23 鹿島建設株式会社 Steel pipe connecting jig

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0610350A (en) * 1991-05-30 1994-01-18 Taisei Corp Device for extracting steel pipe pile
JP2004125006A (en) * 2002-09-30 2004-04-22 Ebara Corp Loose flange and pump mechanism
JP2009167629A (en) * 2008-01-11 2009-07-30 Nippon Steel & Sumikin Metal Products Co Ltd Repairing method for steel slit dam
JP2009167628A (en) * 2008-01-11 2009-07-30 Nippon Steel & Sumikin Metal Products Co Ltd Repairing method for steel slit dam
JP2010059647A (en) * 2008-09-02 2010-03-18 Nippon Steel & Sumikin Metal Products Co Ltd Steel slit dam and method of repairing the same
JP2010210056A (en) * 2009-03-12 2010-09-24 Ebara Corp Loose short pipe type pipe connector, and pump mechanism
JP2010236261A (en) * 2009-03-31 2010-10-21 Nippon Steel & Sumikin Metal Products Co Ltd Steel slit dam, and construction method and repairing method for the same
KR100965467B1 (en) * 2009-12-17 2010-06-24 대한민국 Eco-pillar debris barrier
JP2016089329A (en) * 2014-10-29 2016-05-23 鹿島建設株式会社 Steel pipe connecting jig

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11342506B2 (en) 2018-06-20 2022-05-24 Kwansei Gakuin Educational Foundation Organic electroluminescent element

Also Published As

Publication number Publication date
JP6767179B2 (en) 2020-10-14

Similar Documents

Publication Publication Date Title
JP6595891B2 (en) Steel slit dam
JP6595892B2 (en) Sabo dam improvement structure and Sabo dam improvement construction method
KR20120046666A (en) Base construct method of building and base construct member of building
JP5014520B1 (en) Existing steel pipe column reinforcement and its construction method
US20140215953A1 (en) Solar panel mounting stand installation method, pile and solar panel mounting stand
JP7360777B2 (en) Installation structure of driftwood trap
CN105604064A (en) Construction method of comprehensive pipeline protection system supporting system
JP4954097B2 (en) Repair method for steel slit dam
JP6490637B2 (en) Trough support member, trough support member laying method and trough bridge
JP2017227031A (en) Repairing method for capturing body, repaired structure of capturing body, capturing body and dam
JP5247320B2 (en) Prop foundation
JP4912327B2 (en) Repair method for steel slit dam
JP5162682B2 (en) Sabo dam and its construction method
JP6902411B2 (en) Replacement member used in the repair method and repair method of the trapped body
JP4912346B2 (en) Steel slit dam
JP2018009436A (en) Foundation member for support and driving jig used for driving foundation member for support into ground
JP5161648B2 (en) Steel slit dam and its repair method
JP2010281081A (en) Method for constructing steel pipe pile
JP2010037798A (en) Multiple span continuous concrete bridge
JP2015166527A (en) Support column fixing method and fixing tool used therefor
JP7211808B2 (en) Driftwood catcher, method for constructing driftwood catcher, and installation structure for driftwood catcher
JP7049510B2 (en) Non-damaged part identification method, cutting position marking method, non-damaged part identification jig and cutting position marking device
JP6747959B2 (en) Penetration jig for multistage pipe and penetration method for multistage pipe
KR20130033762A (en) Sign structure having a file base portion
KR20060026148A (en) The tunnel construction method of having used the concrete segment for a rectangle large section shield tunnel, and this

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20190401

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20200227

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20200309

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20200424

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20200907

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200917

R150 Certificate of patent or registration of utility model

Ref document number: 6767179

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250