JP2014020004A - Dam body construction method and fixing device used for the method - Google Patents

Dam body construction method and fixing device used for the method Download PDF

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JP2014020004A
JP2014020004A JP2012156259A JP2012156259A JP2014020004A JP 2014020004 A JP2014020004 A JP 2014020004A JP 2012156259 A JP2012156259 A JP 2012156259A JP 2012156259 A JP2012156259 A JP 2012156259A JP 2014020004 A JP2014020004 A JP 2014020004A
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continuous frame
frame
frame body
continuous
fixing device
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JP6006555B2 (en
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Shigeo Kitahara
成郎 北原
Takahito Sakanishi
孝仁 坂西
Tsubasa Asuma
翼 飛鳥馬
Kazuki Ishida
和輝 石田
Koji Yamamoto
浩二 山本
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Taiyo Kogyo Co Ltd
Kumagai Gumi Co Ltd
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Taiyo Kogyo Co Ltd
Kumagai Gumi Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To promptly and efficiently perform dam body construction work by easily performing installation work for changing a continuous frame body from a contracted state to an elongated state in an installation part and installing the continuous frame body in the installation part.SOLUTION: In a continuous frame body 1, a plurality of frame bodies 2 are connected to be continued in one direction orthogonal with a center line of a tube of the frame body 2 formed tubular in such a manner that the center lines of the tubes of the frame bodies 2 are positioned in parallel with each other, leg parts provided along the one direction of the frame bodies 2 are formed to be folded, and the frame bodies 2 are configured to be freely elongated/contracted in the one direction. According to the dam body construction method, such a continuous frame body 1 is used and after the continuous frame body 1 is brought into the elongated state and installed in an installation part 90, the frame bodies 2 of the continuous frame body 1 in the elongated state are filled with fillers 3, thereby constructing a dam body 4. While fixing a side of one end 10 of the continuous frame body 1 in the contracted state in one direction to the installation part 90 by using a fixing device 50, a side of another end 11 of the continuous frame body 1 in the contracted state in one direction is moved away from the side of the one end 10 fixed to the installation part 90, thereby bringing the continuous frame body 1 into the elongated state.

Description

本発明は、伸縮自在に構成された連続枠体を伸状態に設置部に設置して枠体内に充填物を充填することにより堤体を構築する方法及び当該方法に使用する固定装置に関する。   The present invention relates to a method for constructing a bank body by installing a stretchable continuous frame body in an installation state in an extended state and filling the frame body with a filler, and a fixing device used in the method.

伸縮自在に構成された連続枠体を伸状態にして地盤などの設置部に設置した後に伸状態の連続枠体の各枠体内に充填物を充填して堤体を構築する堤体構築方法が知られている(例えば特許文献1参照)。   An embankment construction method for constructing a levee body by filling each frame of the stretched continuous frame body with a filling material after the stretchable continuous frame body is stretched and installed in an installation part such as the ground It is known (see, for example, Patent Document 1).

特開2006−283505号公報JP 2006-283505 A

上述した堤体構築方法では、連続枠体を縮状態(折り畳み状態)で設置部まで運搬し、設置部において連続枠体を縮状態から伸状態にして設置部に設置する設置作業が必要となるが、当該設置作業が煩雑で時間がかかり、堤体構築作業を迅速かつ効率的に行えないという課題があった。
本発明は、設置部において連続枠体を縮状態から伸状態にして設置部に設置する設置作業を簡単に行え、堤体構築作業を迅速かつ効率的に行える堤体構築方法及び当該方法に使用する固定装置を提供する。
In the bank body construction method described above, installation work is required in which the continuous frame body is transported to the installation part in a contracted state (folded state), and the continuous frame body is extended from the contracted state to the extended state in the installation part. However, the installation work is complicated and takes time, and there is a problem that the levee body construction work cannot be performed quickly and efficiently.
The present invention provides a levee body construction method and a levee body construction method capable of easily and quickly performing a levee body construction work by installing a continuous frame from a contracted state to a stretched state in the installation part. A fixing device is provided.

本発明に係る堤体構築方法によれば、筒状に形成された枠体の筒の中心線が互いに平行に位置されるように複数の枠体が筒の中心線と直交する一方向に連続するように接続され各枠体の前記一方向に沿うように設けられた側部が折れ曲がるように形成されて各枠体が前記一方向に伸縮自在に構成された連続枠体を用い、当該連続枠体を伸状態にして設置部に設置した後に伸状態の連続枠体の各枠体内に充填物を充填して堤体を構築する堤体構築方法であって、縮状態の連続枠体の一方向の一端側を固定装置を用いて設置部に固定した状態で、当該縮状態の連続枠体の一方向の他端側を設置部に固定された一端側から離れるように移動させることによって連続枠体を伸状態にしたので、設置部において連続枠体を縮状態から伸状態にして設置部に設置する設置作業を簡単に行え、堤体構築作業を迅速かつ効率的に行える。
また、縮状態の連続枠体の一方向の一端側を固定装置を用いて設置部に固定する作業、縮状態の連続枠体の一方向の他端側を設置部に固定された一端側から離れるように移動させて連続枠体を伸状態にして設置部に設置する作業、設置部に設置された伸状態の連続枠体の各枠体内に充填物を充填して堤体を構築する作業を、重機を遠隔操作して行う無人化施工で行うので、例えば災害地である設置部において、無人化施工で堤体を構築する際において、設置部において連続枠体を縮状態から伸状態にして設置部に設置する設置作業を簡単に行え、堤体構築作業を迅速かつ効率的に行える。
本発明に係る堤体構築方法に使用する固定装置は、縮状態の連続枠体を保持するための保持枠部と、設置部に固定される固定部とを備えたので、堤体構築方法において、設置部で連続枠体を縮状態から伸状態にして設置部に設置する設置作業を簡単に行え、堤体構築作業を迅速かつ効率的に行える。
前記固定部は、固定装置の下部に設けられて下端が先鋭な形状に形成され、地面から地盤に突き刺さるように構成されたので、固定装置を確実、かつ、簡単に設置部に固定でき、設置部で連続枠体を縮状態から伸状態にして設置部に設置する設置作業を確実かつ簡単に行える。
According to the bank body construction method according to the present invention, a plurality of frames are continuous in one direction perpendicular to the center line of the cylinder so that the center lines of the cylinders of the frame body formed in a cylindrical shape are positioned parallel to each other. The side portions provided so as to be along the one direction of each frame body are bent so that each frame body is configured to be stretchable in the one direction. A levee body construction method for constructing a levee body by filling each frame of a stretched continuous frame body after the frame body is stretched and installed in an installation portion, and comprising a contracted continuous frame body By moving the other end in one direction of the continuous frame in the contracted state away from the one end fixed to the installation part in a state where one end in one direction is fixed to the installation part using a fixing device. Since the continuous frame is in the extended state, the installation part is changed from the contracted state to the extended state in the installation part. Easy installation work for installing, enabling the dam construction work quickly and efficiently.
Moreover, the operation | work which fixes the one end side of the one direction of a contracted continuous frame to an installation part using a fixing device, the one end side of the one direction of the contracted continuous frame from the one end side fixed to the installation part Work to move away from each other and install the continuous frame in the extended state in the installation part, Work to construct the dam body by filling each frame of the continuous frame in the extended state installed in the installation part For example, when building a levee body by unmanned construction at an installation site that is a disaster area, the continuous frame is changed from a contracted state to an extended state at the installation site. The installation work to install in the installation part can be done easily, and the dam body construction work can be done quickly and efficiently.
Since the fixing device used for the bank body construction method according to the present invention includes a holding frame part for holding the continuous frame body in a contracted state and a fixing part fixed to the installation part, The installation work of installing the continuous frame body from the contracted state to the extended state at the installation part can be easily performed, and the embankment construction work can be performed quickly and efficiently.
The fixing part is provided at the lower part of the fixing device, the lower end is formed in a sharp shape, and is configured to pierce the ground from the ground, so that the fixing device can be reliably and easily fixed to the installation part and installed. It is possible to reliably and easily perform the installation work of installing the continuous frame from the contracted state to the extended state at the installation portion.

堤体構築方法の手順を示す図。The figure which shows the procedure of a bank body construction method. 連続枠体の構成を示す斜視図。The perspective view which shows the structure of a continuous frame. 各枠体の内側にシートを備えた連続枠体の構成を示す斜視図。The perspective view which shows the structure of the continuous frame provided with the sheet | seat inside each frame. 固定装置を示す斜視図。The perspective view which shows a fixing device. 縮状態の連続枠体を搭載した固定装置を示す斜視図。The perspective view which shows the fixing device carrying the continuous frame body of a contracted state.

実施形態1
実施形態1による堤体構築方法は、図1に示すように、伸縮自在に構成された連続枠体1を伸状態にして地面などの設置部90に設置した後に伸状態の連続枠体1の一方向に連続する各枠体2内に充填物3を充填して堤体4を構築するに際して、縮状態の連続枠体1の一方向の一端10側を固定装置50を用いて設置部90に固定した状態で、当該縮状態の連続枠体1の一方向の他端11側を設置部90に固定された一端10側から離れるように移動させることによって連続枠体1を伸状態にする。
Embodiment 1
As shown in FIG. 1, the bank body construction method according to the first embodiment has the continuous frame 1 that is configured to be stretchable and stretched, and then installed in the installation unit 90 such as the ground. When the embankment body 4 is constructed by filling each frame body 2 continuous in one direction with the filler 3, the one end 10 side in one direction of the continuous frame body 1 in the contracted state is installed using the fixing device 50. In a state where the continuous frame 1 is fixed to the one end, the other end 11 side in one direction of the continuous frame 1 in the contracted state is moved away from the one end 10 side fixed to the installation portion 90 to bring the continuous frame 1 into the extended state. .

図2に示すように、連続枠体1は、筒状に形成された各枠体2の筒の中心線が互いに平行に位置されるように複数の枠体2が筒の中心線と直交する一方向に連続するように接続され、伸状態において各枠体2の前記一方向に沿うように設けられた側部21が縮状態において折れ曲がるように形成されて複数の枠体2が前記一方向に伸縮自在に構成される。   As shown in FIG. 2, the continuous frame 1 has a plurality of frame bodies 2 orthogonal to the center line of the cylinder so that the center lines of the cylinders of the respective frame bodies 2 formed in a cylindrical shape are positioned in parallel to each other. The side portions 21 that are connected so as to be continuous in one direction and that are provided along the one direction of each frame body 2 in the extended state are formed to bend in the contracted state, and a plurality of frame bodies 2 are formed in the one direction. It is configured to be stretchable.

言い換えれば、連続枠体1は、伸状態において互いに一定の間隔を隔てて対向する一方向に長い一対の長手部によって連続枠体1の一方向に沿った左右の側部を構成する各枠体2;2…の一方向に沿った左右の側部21;21…が形成され、左右の長手部の長手方向である一方向の一端及び他端にそれぞれ設けられた短手部によって連続枠体1の一方向の一端側の側部22及び他端側の側部23が形成され、各側部21;22;23で囲まれた内側空間を一方向に沿って連続する複数の領域に仕切る複数の仕切部25を備える。
連続枠体1の一端側の側部22の両側縁と連続枠体1の一端側の側部21;21の一端側縁とがヒンジ6を介して連結され、連続枠体1の他端側の側部23の両側縁と連続枠体1の他端側の側部21;21の他端側縁とがヒンジ7を介して連結され、一方向に沿って互いに隣り合う側部21;21の側縁同士がヒンジ8;9を介して連結される。
この場合、連続枠体1の一端側又は他端側から数えて偶数番目の側部21の側端と当該偶数番目+1番目の側部21の側端と仕切部25の側端とがヒンジ8を介して連結されて仕切部連結部26が形成される。複数の仕切部25;25…は、連続枠体1の伸状態及び縮状態において一端側の側部22及び他端側の側部23と平行となるように設けられ、これにより、連続枠体1は一方向に沿って複数の仕切部25で仕切られて一方向に連続する複数の枠体2;2…を備えた構成となっている。
また、連続枠体1の一端側又は他端側から数えて奇数番目の側部21の側端と当該奇数番目+1番目の側部21の側端とがヒンジ9を介して連結されて折曲連結部27が形成される。
In other words, the continuous frame 1 is configured such that the left and right side portions along one direction of the continuous frame 1 are formed by a pair of long portions that are long in one direction and are opposed to each other at a predetermined interval in the extended state. 2; 2 ... The left and right side portions 21; 21 ... along one direction are formed, and the continuous frame body is formed by the short portions respectively provided at one end and the other end in one direction which is the longitudinal direction of the left and right long portions. A side 22 on one end and a side 23 on the other end in one direction are formed, and the inner space surrounded by the sides 21; 22; 23 is partitioned into a plurality of regions that are continuous in one direction. A plurality of partition portions 25 are provided.
Both side edges of the side part 22 on one end side of the continuous frame 1 and one side edge of the side part 21; 21 on one end side of the continuous frame 1 are connected via a hinge 6, and the other end side of the continuous frame 1. Both side edges of the side portion 23 and the side portion 21 on the other end side of the continuous frame 1 are connected to each other side edge of the continuous frame body 1 via the hinge 7, and the side portions 21; 21 adjacent to each other along one direction. Are connected via hinges 8 and 9.
In this case, the side end of the even-numbered side portion 21 counted from one end side or the other end side of the continuous frame 1, the side end of the even-numbered + 1th side portion 21, and the side end of the partition portion 25 are hinges 8. The partition part connection part 26 is formed through connection. The plurality of partition portions 25; 25... Are provided so as to be parallel to the side portion 22 on one end side and the side portion 23 on the other end side in the extended state and the contracted state of the continuous frame body 1. 1 includes a plurality of frame bodies 2; 2... Partitioned by a plurality of partition portions 25 along one direction and continuous in one direction.
Further, the side end of the odd-numbered side portion 21 counted from one end side or the other end side of the continuous frame 1 and the side end of the odd-numbered plus one side portion 21 are connected via the hinge 9 and bent. A connecting portion 27 is formed.

側部21;22;23、及び、仕切部25は、例えば四角形状の金属製の網状体により形成される。
そして、ヒンジ6;7;8;9は、例えば、各側部21;22;23;25を形成する網状体の側端の金属線同士を連結する金属製のスパイラル(螺旋)部品により構成される。即ち、連結しようとする複数の金属線をスパイラル部品の螺旋空間内に挿入することにより、スパイラル部品の螺旋空間内で各金属線が金属線の軸線を回転中心として回転可能なヒンジが構成される。
The side portions 21; 22; 23 and the partition portion 25 are formed of, for example, a rectangular metal net.
And hinge 6; 7; 8; 9 is comprised by the metal spiral (spiral) components which connect the metal wire of the side edge of the net | network body which forms each side part 21; 22; 23; 25, for example. The That is, by inserting a plurality of metal wires to be connected into the spiral space of the spiral component, a hinge is constructed in which each metal wire can rotate around the axis of the metal wire in the spiral space of the spiral component. .

以上のように構成された連続枠体1は、伸状態(連続枠体1の左右の側部21;21…が互いに一定の間隔を隔てて平行に対向する状態)から、一端側の側部22と他端側の側部23とが互いに近づく方向に移動した場合には、隣り合う側部21と側部21とが折曲連結部27及び仕切部連結部26の部分で折れ曲がって互いに近づいた縮状態(折り畳み状態)となり、また、縮状態から一端側の側部22と他端側の側部23とが互いに離れる方向に移動した場合には、伸状態になる。   The continuous frame 1 configured as described above is in an extended state (a state in which the left and right side portions 21; 21... Of the continuous frame 1 face each other in parallel with a predetermined interval). 22 and the side 23 on the other end side move in a direction approaching each other, the adjacent side part 21 and the side part 21 are bent at the bent connecting part 27 and the partitioning part connecting part 26 and approach each other. When the side portion 22 on the one end side and the side portion 23 on the other end side move away from the contracted state, the stretched state is obtained.

尚、上述のように連続枠体1の側部21;22;23、及び、仕切部25が網状体により形成されている場合には、図3に示すように、連続枠体1の筒状の各枠体2の筒の両端開口28;29のいずれかの開口側から各枠体2を形成する網状体の網開口を塞ぐシート30が各枠体2の内側に取付けられる。   In addition, as shown in FIG. 3, when the side parts 21; 22; 23 of the continuous frame 1 and the partition part 25 are formed with the mesh body as mentioned above, the cylindrical shape of the continuous frame 1 is shown. A sheet 30 that closes the mesh opening of the mesh body that forms each frame body 2 from either opening side of either end opening 28; 29 of the cylinder of each frame body 2 is attached to the inside of each frame body 2.

そして、縮状態の連続枠体1の一方向の一端10側を固定装置50を用いて設置部90に固定した状態で、当該縮状態の連続枠体1の一方向の他端11側を設置部90に固定された一端10側から離れるように移動させることによって、連続枠体1を伸状態にすることにより、連続枠体1の複数の各枠体2の筒の一方の開口側が地面などの設置部90に設置されて連続枠体1の複数の各枠体2の一方の開口が設置部90で塞がれた状態となり、この状態で、連続枠体1の複数の各枠体2の他方の開口側から枠体2の内側に取付けられたシート30の内側に、充填物3を充填することによって堤体4を形成できる。尚、充填物3は、例えば、砂、土、石、コンクリート、モルタル等である。   Then, the other end 11 side in one direction of the contracted continuous frame 1 is installed in a state where the one end 10 side of the continuous frame 1 in the contracted state is fixed to the installation unit 90 using the fixing device 50. By moving away from the one end 10 side fixed to the portion 90, the continuous frame 1 is brought into an extended state, so that one opening side of each of the plurality of frames 2 of the continuous frame 1 is on the ground or the like. In this state, one opening of each of the plurality of frames 2 of the continuous frame 1 is closed by the installation unit 90. In this state, the plurality of frames 2 of the continuous frame 1 are closed. The bank body 4 can be formed by filling the filler 3 into the inside of the sheet 30 attached to the inside of the frame body 2 from the other opening side. The filler 3 is, for example, sand, earth, stone, concrete, mortar or the like.

図4に示すように、固定装置50は、例えば、金属製の桟等を組み合わせて形成され、縮状態の連続枠体1を保持するための保持枠部51と、設置部90に固定される固定部52と、持ち手部53とを備える。   As shown in FIG. 4, the fixing device 50 is formed by combining, for example, metal bars and the like, and is fixed to the holding frame portion 51 for holding the contracted continuous frame body 1 and the installation portion 90. A fixing portion 52 and a handle portion 53 are provided.

保持枠部51は、例えば下枠フレーム61、左右の横枠フレーム62;62、後枠フレーム63とを備える。
固定部52は、例えば、下枠フレーム61の左右の後端の下面より下方に突出すように設けられて下端が先鋭な形状に形成された構成である。当該固定部52は、例えば図4に示すように、左右の横枠フレーム62;62の後側桟及び後枠フレーム63の左右の桟を兼用して構成する桟材64の先鋭な形状に形成された下端を下枠フレーム61の下面より下方に突出させた構成であり、この固定部52を例えば設置部90の地面から地盤に突き刺すことにより、固定装置50を設置部90に確実、かつ、簡単に固定できる。
持ち手部53は、例えば、左右の横枠フレーム62;62の前桟68;68の上端側に両端が、ヒンジ69aを介して回転可能に連結された構成、又は、固定的に連結された構成である。
The holding frame portion 51 includes, for example, a lower frame frame 61, left and right horizontal frame frames 62; 62, and a rear frame frame 63.
For example, the fixing portion 52 is configured to protrude downward from the lower surfaces of the left and right rear ends of the lower frame frame 61, and has a configuration in which the lower end is formed in a sharp shape. For example, as shown in FIG. 4, the fixing portion 52 is formed in a sharp shape of a crosspiece 64 configured to serve as both the left and right horizontal frame frames 62; 62 and the left and right crosspieces of the rear frame frame 63. The fixed lower end is projected downward from the lower surface of the lower frame frame 61, and the fixing device 52 is securely inserted into the installation portion 90 by, for example, piercing the fixing portion 52 from the ground of the installation portion 90, and Easy to fix.
The handle 53 is, for example, a structure in which both ends are rotatably connected to the upper ends of the front bars 68; 68 of the left and right horizontal frame frames 62; 62, or are fixedly connected. It is a configuration.

例えば、図5に示すように、下枠フレーム61と左右の横枠フレーム62;62と後枠フレーム63とで囲まれた空間内に縮状態の連続枠体1を収容し、縮状態の連続枠体1の一方向の一端10側を例えば固定装置50の左右の横枠フレーム62;62の後側桟及び後枠フレーム63の左右の桟を兼用して構成する桟材64に連結具74で連結しておくとともに、縮状態の連続枠体1の一方向の他端11を左右の横枠フレーム62;62の横桟65の前端側に連結具75で連結しておく。
尚、縮状態の連続枠体1の一方向の他端11の上端側には、例えば門型形状の吊部形成体73を連結具76で連結しておく。この吊部形成体73は、例えば、左右の縦柱部77;77と左右の縦柱部77;77の上端部に掛け渡されて当該上端部に溶接などで連結された横棒状の吊部78とを備えた構成である。
For example, as shown in FIG. 5, the continuous frame 1 in a contracted state is accommodated in a space surrounded by a lower frame frame 61, left and right horizontal frame frames 62; One end 10 side in one direction of the frame body 1 is connected to a crosspiece 64 configured to serve as both the left and right horizontal frame frames 62; 62 of the fixing device 50 and the left and right crosspieces of the rear frame frame 63, for example. The other end 11 in one direction of the continuous frame 1 in the contracted state is connected to the front end side of the horizontal rail 65 of the left and right horizontal frame frames 62;
For example, a gate-shaped suspension portion forming body 73 is connected to the upper end side of the other end 11 in one direction of the continuous frame 1 in a contracted state by a connecting tool 76. The hanging part forming body 73 is, for example, a horizontal bar-like hanging part that is stretched over the upper end portions of the left and right vertical column portions 77; 77 and the left and right vertical column portions 77; 77 and connected to the upper end portions by welding or the like. 78.

実施形態1による堤体構築方法を、例えば無人化施工にて行う場合について説明する。
例えば、土砂崩れや洪水等の災害地の設置部90において堤体4を構築する場合、作業員の危険を回避するために、重機を遠隔操作することによって無人で作業を行う無人化施工を行うことが望まれている。
無人化施工を行う場合、例えば、図1に示すように、堤体構築作業を遠隔操作で行う重機としての例えばバックホウ70を、遠隔操作で運転させる図外のダンプトラック等の運搬車で災害地に運搬しておく。尚、バックホウ70のバケット71には吊部材72を取付けておく。
そして、安全な場所において、図5に示したように、縮状態の連続枠体1の一方向の他端11に吊部形成体73を取付けた縮状態の連続枠体1を固定装置50に収容して固定装置50に連結した状態とし、当該縮状態の連続枠体1が取付けられた固定装置50を遠隔操作で運転されるダンプトラック等の運搬車の荷台に搭載し、運搬車を遠隔操作で操作して災害地に運搬する。
次に、バックホウ70を遠隔操作して、バケット71に取付けられている吊部材72の引っ掛け部を固定装置50の持ち手部53に引っ掛けて、運搬車の荷台より固定装置50を持ち上げて縮状態の連続枠体1が搭載された固定装置50を災害地の設置部90に設置する。そして、バックホウ70を遠隔操作してバケット71で後枠フレーム63の上端横桟69を上から押して固定部52を設置部90の地面から地盤に突き刺すことにより、固定装置50を設置部90に固定する。
そして、バックホウ70を遠隔操作して、バケット71に取付けられている吊部材72の引っ掛け部を固定装置50の吊部形成体73の吊部78に引っ掛けた後、図1(a);(b)に示すように、縮状態の連続枠体1の一方向の他端11を一端10から離す方向に移動させ、そして、図1(c)に示すように、連続枠体1を伸状態にする。そして、バックホウ70を遠隔操作して、災害地に予め運搬しておいた土砂、あるいは、災害地の土砂等の充填物3をバケット71で掬って、伸状態の連続枠体1の各枠体2;2…のシート30内に充填物3としての土砂を充填することによって堤体4を形成できる。つまり、土嚢袋として機能するシート30及び枠体2内に土砂を充填することで形成された連続土嚢による堤体4が構築される。
The case where the bank body construction method by Embodiment 1 is performed by unmanned construction, for example is demonstrated.
For example, when the embankment body 4 is constructed in the installation section 90 in a disaster area such as landslide or flood, unmanned construction that performs unmanned work by remotely operating heavy machinery is performed in order to avoid danger of workers. Is desired.
When performing unmanned construction, for example, as shown in FIG. 1, for example, a backhoe 70, which is a heavy machine that performs remote building construction work remotely, is operated by a remote vehicle such as a dump truck that is operated remotely. Transport to. A suspension member 72 is attached to the bucket 71 of the backhoe 70.
Then, in a safe place, as shown in FIG. 5, the contracted continuous frame 1 in which the suspension portion 73 is attached to the other end 11 in one direction of the contracted continuous frame 1 is attached to the fixing device 50. The fixed device 50, which is accommodated and connected to the fixing device 50, is mounted on a loading platform of a transport vehicle such as a dump truck that is operated by remote control, and the transport vehicle is remotely connected. Operate by operation and transport to disaster area.
Next, the backhoe 70 is remotely operated, the hook portion of the suspension member 72 attached to the bucket 71 is hooked on the handle portion 53 of the fixing device 50, and the fixing device 50 is lifted from the loading platform of the transport vehicle to be in a contracted state. The fixing device 50 on which the continuous frame 1 is mounted is installed in the installation unit 90 in the disaster area. Then, the fixing device 50 is fixed to the installation unit 90 by remotely operating the backhoe 70 and pushing the upper end crosspiece 69 of the rear frame 63 from above with the bucket 71 to pierce the fixing unit 52 from the ground of the installation unit 90 into the ground. To do.
And after operating the backhoe 70 remotely and hooking the hook part of the hanging member 72 attached to the bucket 71 to the hanging part 78 of the hanging part forming body 73 of the fixing device 50, FIG. ), The other end 11 in one direction of the continuous frame 1 in the contracted state is moved away from the one end 10, and the continuous frame 1 is set in the extended state as shown in FIG. 1 (c). To do. Then, the backhoe 70 is operated remotely, and the packing 3 such as the earth and sand previously transported to the disaster area or the earth and sand of the disaster area is beaten with the bucket 71, and each frame of the continuous frame 1 in the extended state The bank body 4 can be formed by filling the sheet 30 of 2; 2,. In other words, the bank 30 is constructed of a continuous sandbag formed by filling the sheet 30 and the frame 2 functioning as sandbags with earth and sand.

尚、縮状態の連続枠体1の一端10を固定装置50に連結する連結具74、及び、吊部形成体73を固定装置50に連結する連結具76としては、縮状態の連続枠体1の一方向の他端11を一端10から離す方向に移動させる際に外れない強度を備えた連結具を用いる。また、縮状態の連続枠体1の他端11側を固定装置50に連結する連結具75としては、縮状態の連続枠体1の一方向の他端11を一端10から離す方向に移動させる際に外れる強度を備えた連結具を用いる。   In addition, as the connection tool 74 that connects the one end 10 of the continuous frame 1 in the contracted state to the fixing device 50 and the connection tool 76 that connects the hanging portion forming body 73 to the fixing device 50, the continuous frame 1 in the contracted state is used. A connector having a strength that does not come off when the other end 11 in one direction is moved away from the one end 10 is used. Further, as the connecting tool 75 for connecting the other end 11 side of the continuous frame 1 in the contracted state to the fixing device 50, the other end 11 in one direction of the continuous frame 1 in the contracted state is moved in a direction away from the one end 10. Use a connector with the strength to disengage.

実施形態1によれば、固定装置50を用いたことにより、災害地の設置部90において、無人化施工で堤体4を構築する際において、設置部90において連続枠体1を縮状態から伸状態にして設置部に設置する設置作業を簡単に行え、堤体構築作業を迅速かつ効率的に行える。即ち、縮状態の連続枠体1の一方向の一端10側を固定装置50を用いて災害地の設置部90に固定する作業、縮状態の連続枠体1の一方向の他端11側を設置部90に固定された一端10側から離れるように移動させて連続枠体1を伸状態にして設置部90に設置する作業、設置部90に設置された伸状態の連続枠体1の各枠体2のシート30内に充填物3を充填して堤体4を構築する作業を、バックホウ70等の重機を遠隔操作して行う無人化施工で行うことが可能となる。   According to the first embodiment, by using the fixing device 50, when the embankment body 4 is constructed by unmanned construction in the installation unit 90 in the disaster area, the continuous frame 1 is extended from the contracted state in the installation unit 90. The installation work can be easily performed in the state and installed in the installation part, and the dam body construction work can be performed quickly and efficiently. That is, one end 10 side in one direction of the continuous frame 1 in the contracted state is fixed to the installation area 90 in the disaster area using the fixing device 50, and the other end 11 side in one direction of the continuous frame 1 in the contracted state is fixed. Each of the continuous frame 1 in the extended state installed in the installation unit 90 is moved to move away from the one end 10 side fixed to the installation unit 90 so that the continuous frame 1 is set in the extended state and installed in the installation unit 90. The work of filling the filling 3 in the sheet 30 of the frame 2 and constructing the dam body 4 can be performed by unmanned construction that is performed by remotely operating a heavy machine such as the backhoe 70.

実施形態2
尚、連続枠体は、個別に筒状の網状体に形成された複数の枠体が筒の中心線と直交する一方向に連続するように接続された構成のものであってもよい。即ち、この連続枠体の場合、隣り合う枠体と枠体とを仕切る仕切部が、隣り合う一方の枠体の一端側の側部と隣り合う他方の枠体の他端側の側部とにより形成された二重仕切部となる構成である。この場合、隣り合う一方の枠体の左右の側部の側縁と隣り合う他方の枠体の左右の側部の側縁とがヒンジを介して連結された仕切部連結部が形成された構成となる。
Embodiment 2
Note that the continuous frame may have a configuration in which a plurality of frames individually formed in a cylindrical mesh are connected so as to be continuous in one direction perpendicular to the center line of the cylinder. That is, in the case of this continuous frame, the partition part that separates the adjacent frames from each other includes a side on one end of one adjacent frame and a side on the other end of the other adjacent frame. It becomes the structure used as the double partition part formed by. In this case, a configuration in which a partition connecting portion is formed in which the side edges of the left and right sides of one adjacent frame and the side edges of the left and right sides of the other adjacent frame are connected via a hinge. It becomes.

尚、実施形態1;2では、側部が網状体に形成された複数の枠体を備えた連続枠体を用いる例を説明したが、側部が板状体に形成された複数の枠体を備えた連続枠体を用いてもよい。この場合、連続枠体の剛性が高まり、また、シート30は不要となり、各枠体内に充填材を直接充填する構成となる。   In the first and second embodiments, an example in which a continuous frame body including a plurality of frame bodies whose side portions are formed in a net-like body has been described. However, a plurality of frame bodies whose side portions are formed in a plate-like body. You may use the continuous frame provided with. In this case, the rigidity of the continuous frame is increased, and the sheet 30 is not necessary, so that the filler is directly filled in each frame.

また、実施形態1では、縮状態の連続枠体1の一方向の一端10側を固定装置50を用いて災害地の設置部90に固定する作業、縮状態の連続枠体1の一方向の他端11側を設置部90に固定された一端10側から離れるように移動させて連続枠体1を伸状態にして設置部90に設置する作業、設置部90に設置された伸状態の連続枠体1の各枠体2のシート30内に充填物3を充填して堤体4を構築する作業を、重機を遠隔操作して行う無人化施工で行う例を説明したが、これら作業を現地作業者による有人作業で行ってもよい。
また、無人又は有人にて上記各作業を行う重機として、ホイールローダー、ダンプトラック等を使用してもよい。
Moreover, in Embodiment 1, the operation | work which fixes the one end 10 side of one direction of the continuous frame 1 of a contracted state to the installation part 90 of a disaster area using the fixing device 50, the one direction of the continuous frame 1 of a contracted state The other end 11 side is moved away from the one end 10 side fixed to the installation portion 90 to move the continuous frame 1 in the extended state and install in the installation portion 90, and the continuous extension state installed in the installation portion 90 Although the example which performs the operation | work which fills the filling material 3 in the sheet | seat 30 of each frame body 2 of the frame body 1 and constructs the bank body 4 by unmanned construction performed by operating a heavy machine remotely, these work was performed. It may be done by manned work by local workers.
In addition, a wheel loader, a dump truck, or the like may be used as a heavy machine that performs the above-described operations unmanned or manned.

実施形態3
連続枠体1を伸状態にして設置部90に設置する作業は、縮状態の連続枠体1を収容した固定装置50を設置部90に設置して、縮状態の連続枠体1の他端11側の例えば1つの枠体2を一端10から離す方向に移動させて当該枠体2の内側のシート30内に充填物3を充填することによって連続枠体1の他端11側の1つの枠体2を設置部90に固定し、そして、連続枠体1の一端10が設置部90に固定された他端11から離れるように固定装置50を移動させることによって、連続枠体1を伸状態にして設置部90に設置するようにしてもよい。
Embodiment 3
The operation of installing the continuous frame 1 in the extended state on the installation unit 90 is performed by installing the fixing device 50 that houses the continuous frame 1 in the contracted state in the installation unit 90 and the other end of the continuous frame 1 in the contracted state. For example, one frame 2 on the 11th side is moved in a direction away from one end 10 and the sheet 3 inside the frame 2 is filled with the filler 3 to thereby provide one of the other frame 11 on the other end 11 side. The frame 2 is fixed to the installation unit 90, and the continuous frame 1 is extended by moving the fixing device 50 so that one end 10 of the continuous frame 1 is separated from the other end 11 fixed to the installation unit 90. You may make it install in the installation part 90 in a state.

また、固定装置50は、下枠フレーム61と後枠フレーム63とを備えていない構成であってもよい。即ち、少なくとも、縮状態の連続枠体を保持するための保持枠部として機能する左右の横枠フレーム62;62と、設置部90に固定される固定部52とを備えた構成であればよい。   Further, the fixing device 50 may be configured not to include the lower frame frame 61 and the rear frame frame 63. That is, it is sufficient if the configuration includes at least the left and right horizontal frame frames 62; 62 that function as a holding frame portion for holding the continuous frame body in a contracted state, and the fixing portion 52 fixed to the installation portion 90. .

ヒンジとしては、蝶番のようなヒンジを用いてもよい。即ち、ヒンジとしては、圧縮力は伝達されるがモーメントは伝達されないというヒンジとしての機能を備えた構成であれば良く、例えば、仕切部連結部及び折曲連結部の部分を薄肉にして曲がりやすくした構成の連続枠体を用いてもよい。   A hinge such as a hinge may be used as the hinge. That is, the hinge may be configured to have a hinge function of transmitting a compressive force but not transmitting a moment. For example, the partition connecting portion and the bent connecting portion are thin and easily bent. You may use the continuous frame of the structure which carried out.

1 連続枠体、2 枠体、3 充填物、4 堤体、21 側部、
10 連続枠体の一端、11 連続枠体の他端、50 固定装置、51 保持枠部、
52 固定部、90 設置部。
1 continuous frame body, 2 frame body, 3 filling, 4 levee body, 21 side part,
10 one end of the continuous frame, 11 the other end of the continuous frame, 50 fixing device, 51 holding frame,
52 fixed part, 90 installation part.

Claims (4)

筒状に形成された枠体の筒の中心線が互いに平行に位置されるように複数の枠体が筒の中心線と直交する一方向に連続するように接続され各枠体の前記一方向に沿うように設けられた側部が折れ曲がるように形成されて各枠体が前記一方向に伸縮自在に構成された連続枠体を用い、当該連続枠体を伸状態にして設置部に設置した後に伸状態の連続枠体の各枠体内に充填物を充填して堤体を構築する堤体構築方法であって、
縮状態の連続枠体の一方向の一端側を固定装置を用いて設置部に固定した状態で、当該縮状態の連続枠体の一方向の他端側を設置部に固定された一端側から離れるように移動させることによって連続枠体を伸状態にしたことを特徴とする堤体構築方法。
A plurality of frames are connected so as to be continuous in one direction perpendicular to the center line of the cylinder so that the center lines of the cylinders of the cylindrical frame are positioned in parallel to each other, and the one direction of each frame A side frame provided along the side is formed to be bent and each frame body is configured to be stretchable in the one direction, and the continuous frame body is stretched and installed in the installation section. A levee body construction method for constructing a levee body by filling each frame of a continuous frame body in a stretched state later,
In a state where one end side in one direction of the continuous frame body in the contracted state is fixed to the installation part using a fixing device, the other end side in one direction of the continuous frame body in the contracted state is fixed from the one end side fixed to the installation part. A bank body construction method characterized in that the continuous frame body is extended by moving it away.
縮状態の連続枠体の一方向の一端側を固定装置を用いて設置部に固定する作業、縮状態の連続枠体の一方向の他端側を設置部に固定された一端側から離れるように移動させて連続枠体を伸状態にして設置部に設置する作業、設置部に設置された伸状態の連続枠体の各枠体内に充填物を充填して堤体を構築する作業を、重機を遠隔操作して行う無人化施工で行うことを特徴とする請求項1に記載の堤体構築方法。   Work to fix one end of one direction of the continuous frame in the contracted state to the installation portion using a fixing device, so that the other end in one direction of the continuous frame in the contracted state is away from the one end fixed to the installation portion. Work to install the continuous frame body in the stretched state by moving to, the work of building the levee body by filling each frame body of the stretched continuous frame body installed in the installation unit, The embankment construction method according to claim 1, wherein the embankment construction method is performed by unmanned construction performed by remotely operating a heavy machine. 請求項1又は請求項2に記載の堤体構築方法に使用する固定装置であって、縮状態の連続枠体を保持するための保持枠部と、設置部に固定される固定部とを備えたことを特徴とする固定装置。   It is a fixing device used for the bank body construction method of Claim 1 or Claim 2, Comprising: The holding frame part for holding the continuous frame body of a contracted state, and the fixing part fixed to an installation part are provided. A fixing device characterized by that. 固定部は、固定装置の下部に設けられて下端が先鋭な形状に形成され、地面から地盤に突き刺さるように構成されたことを特徴とする請求項3に記載の固定装置。   The fixing device according to claim 3, wherein the fixing portion is provided at a lower portion of the fixing device, has a lower end formed in a sharp shape, and is configured to pierce the ground from the ground.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017075475A (en) * 2015-10-14 2017-04-20 太陽工業株式会社 Continuous frame body
JP6858429B1 (en) * 2020-08-31 2021-04-14 夏目金網工業株式会社 Construction method of regulated flexible container

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09177175A (en) * 1995-12-25 1997-07-08 Ishii Iron Works Co Ltd Unit house
JP2000314118A (en) * 1999-04-30 2000-11-14 Toa Kogaku Kk Folding type wire net cage structure
JP2010508452A (en) * 2005-11-24 2010-03-18 ヘスコ バスティオン リミテッド Gabion
JP2010514959A (en) * 2007-01-02 2010-05-06 ヘスコ バスティアン リミテッド Gabion deployment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09177175A (en) * 1995-12-25 1997-07-08 Ishii Iron Works Co Ltd Unit house
JP2000314118A (en) * 1999-04-30 2000-11-14 Toa Kogaku Kk Folding type wire net cage structure
JP2010508452A (en) * 2005-11-24 2010-03-18 ヘスコ バスティオン リミテッド Gabion
JP2010514959A (en) * 2007-01-02 2010-05-06 ヘスコ バスティアン リミテッド Gabion deployment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017075475A (en) * 2015-10-14 2017-04-20 太陽工業株式会社 Continuous frame body
JP6858429B1 (en) * 2020-08-31 2021-04-14 夏目金網工業株式会社 Construction method of regulated flexible container

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