JP4019100B1 - Sandbag bag guide frame and sandbag bag construction method using sandbag bag guide frame - Google Patents

Sandbag bag guide frame and sandbag bag construction method using sandbag bag guide frame Download PDF

Info

Publication number
JP4019100B1
JP4019100B1 JP2006243322A JP2006243322A JP4019100B1 JP 4019100 B1 JP4019100 B1 JP 4019100B1 JP 2006243322 A JP2006243322 A JP 2006243322A JP 2006243322 A JP2006243322 A JP 2006243322A JP 4019100 B1 JP4019100 B1 JP 4019100B1
Authority
JP
Japan
Prior art keywords
sandbag
bag
guide frame
sandbag bag
frame
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.)
Active
Application number
JP2006243322A
Other languages
Japanese (ja)
Other versions
JP2009287165A (en
Inventor
太 野本
Original Assignee
太 野本
松岡 元
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 太 野本, 松岡 元 filed Critical 太 野本
Priority to JP2006243322A priority Critical patent/JP4019100B1/en
Priority to PCT/JP2007/067148 priority patent/WO2008029771A1/en
Application granted granted Critical
Publication of JP4019100B1 publication Critical patent/JP4019100B1/en
Publication of JP2009287165A publication Critical patent/JP2009287165A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/127Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

【課題】 各土嚢袋の底に置かれ、複数の土嚢袋を整列して連結する土嚢袋ガイド枠を提供する。
【解決手段】 各土嚢袋40の底に置き各土嚢袋を整列させるために、板状リブ11で矩形の土嚢袋ガイド枠10を形成し、その土嚢袋40の外側から板状リブ11に設けられた小孔に固定片20のピン23a,23bを挿入し、その後固定片20の矩形孔22および板状リブ11の結合孔13を貫通して接続片30の爪33a,33bを挿入することによって、複数の土嚢袋ガイド枠10を格子状に結合する。その後、結合された土嚢袋40の各々に資材を袋詰めする。このような工法によって、土嚢袋40を敷設する時間が大幅に短縮され、経済的効果が大きい。
【選択図】 図1
PROBLEM TO BE SOLVED: To provide a sandbag bag guide frame which is placed on the bottom of each sandbag and which connects and connects a plurality of sandbags.
In order to place each sandbag bag on the bottom of each sandbag bag 40, a rectangular sandbag guide frame 10 is formed by the plate-like ribs 11 and is provided on the plate-like rib 11 from the outside of the sandbag bag 40. The pins 23a and 23b of the fixed piece 20 are inserted into the small holes, and then the claws 33a and 33b of the connection piece 30 are inserted through the rectangular holes 22 of the fixed piece 20 and the coupling holes 13 of the plate-like rib 11. Thus, the plurality of sandbag bag guide frames 10 are joined in a lattice shape. Thereafter, the material is packed in each of the sandbags 40 that are joined. By such a construction method, the time for laying the sandbag 40 is greatly shortened, and the economic effect is great.
[Selection] Figure 1

Description

本願発明は、地盤の補強等に用いられる土嚢袋およびその土嚢袋を用いた土嚢袋工法に関する。特に、土、砂、砂利、ガラス紛他の粒状体(以下、資材という)を袋詰めする土嚢袋の底に置かれる土嚢袋ガイド枠およびその土嚢袋ガイド枠を用いた土嚢袋工法に関する。   The present invention relates to a sandbag bag used for ground reinforcement and the like and a sandbag bag construction method using the sandbag bag. In particular, the present invention relates to a sandbag bag guide frame placed on the bottom of a sandbag bag for packing soil, sand, gravel, glass powder and other granular materials (hereinafter referred to as materials), and a sandbag bag construction method using the sandbag bag guide frame.

資材を袋詰めにした土嚢袋は、近年、災害復旧工事、トンネル杭口災害復旧工事、急峻地形補強工事、水辺盛土工事、構造物の裏込め工事、構造物の基礎工事、軟弱地盤対策工事、液状化対策工事等に用いられている。このような土嚢袋は、工場で資材を袋詰めして工事現場に運ぶ方法、工事現場で資材を一袋ずつ袋詰めする方法等がある。   In recent years, sandbag bags filled with materials have been used for disaster restoration work, tunnel pile mouth disaster restoration work, steep terrain reinforcement work, waterside embankment work, structure backfilling work, structure foundation work, soft ground countermeasure work, It is used for liquefaction countermeasure construction. Such sandbags include a method of packing materials at a factory and transporting them to a construction site, a method of packing materials one bag at a time at a construction site, and the like.

前者の、工場で袋詰めして工事現場に運ぶ方法は、工場で袋詰めされた土嚢袋を現場まで運ぶために工事の種類によっては大型のトラックで何百回も運搬する必要が有り、運搬費用がかさみ工事費が高くなる欠点がある。一方、土嚢袋を工事現場で一袋ずつ袋詰めして作成する方法は、袋詰めに時間がかかり、工事が遅々として進まない欠点がある。   The former method of bagging at the factory and transporting it to the construction site requires that the sandbag bag packed at the factory be transported to the site several hundreds of times depending on the type of construction. The cost is high and the construction cost is high. On the other hand, the method of making sandbags by packing them one by one at the construction site has the disadvantage that the bagging takes time and the construction does not proceed slowly.

上記の工場で袋詰めして工事現場に運ぶ方法は、
1)資材を工場で袋詰めするので、コストの問題、製品劣化、現場での移動手間(重い為)などの問題が生じる。
2)土嚢袋の重量が重い為、作業者の重労働となる。また、輸送中の振動による土嚢袋の形状変化や、積み下ろしの際土嚢袋が破けるなど、土嚢袋の大きさや、品質に若干の誤差が生じる為、希望した位置に格子状に正確に並べることが難しい。
3)土嚢袋を積層する際、一袋ずつ圧力を加え、土嚢袋に必要な張力を発生させ、かつ隣接する土嚢同士が接触するようにしなければならない。土嚢袋の最終形状は圧力を加えた後に決定されるために、従来の工法によれば、土嚢の細かな位置調整が絶えず必要となり、希望する位置に格子状に正確に並べるために多大な作業時間を要する。
以下に工事現場で一袋ずつ袋詰めする方法の従来例を示す。
How to pack in the above factory and carry it to the construction site
1) Since materials are packaged in a factory, problems such as cost problems, product deterioration, and labor on site (because they are heavy) arise.
2) Since the sandbag is heavy, it becomes a heavy labor for workers. In addition, because the sandbag bag shape changes due to vibration during transportation and the sandbag bag tears when loading and unloading, the size and quality of the sandbag bag will cause some errors. Is difficult.
3) When laminating sandbags, it is necessary to apply pressure one by one to generate the necessary tension in the sandbags and to allow the adjacent sandbags to contact each other. Since the final shape of the sandbag is determined after pressure is applied, according to the conventional method, fine positioning of the sandbag is constantly required, and a great deal of work is required to accurately arrange the sandbag at the desired position. It takes time.
The following is a conventional example of a method for bagging one bag at a construction site.

第1の従来例
工事現場で一袋ずつ袋詰めする第1の従来例として、例えば、特開昭58―16215(特許文献1)がある。この第1の従来例に開示された土嚢袋は、一定の土量を投入することが出来るように、フックのついた枠組みを土嚢袋に収容している。図9は特許文献1に開示された成型土嚢袋を示す図である。図9(A)は、土嚢袋に収容する枠組を示す斜視図である。図9(B)は、土嚢袋に枠組を収容している様子を示す図である。図9(C)は、土嚢袋が完成した様子を示す図である。図9(A)に開示された枠組61は鉄筋、番線等の金属線やプラスチックで造られるものである。このような枠組み61を図9(B)に示すように土嚢袋62に収容し、その中に資材を詰めることによって、図9(C)に示すような立方体の形状をした土嚢袋が得られる。このように、土嚢袋62中に枠組み61を入れてから、資材を袋詰めすることによって、従来2人で袋詰めしていたものが一人で袋詰め出来、労力の軽減が図れる。
First Conventional Example As a first conventional example for bagging one bag at a construction site, there is, for example, Japanese Patent Laid-Open No. 58-16215 (Patent Document 1). In the sandbag bag disclosed in the first conventional example, a frame with a hook is accommodated in the sandbag so that a fixed amount of soil can be charged. FIG. 9 is a diagram showing a molded sandbag disclosed in Patent Document 1. As shown in FIG. FIG. 9A is a perspective view showing a frame housed in a sandbag bag. FIG. 9B is a diagram showing a state in which the frame is housed in the sandbag. FIG. 9C is a diagram illustrating a state where the sandbag bag is completed. The frame 61 disclosed in FIG. 9A is made of a metal wire such as a reinforcing bar or a wire or plastic. Such a frame 61 is accommodated in a sandbag bag 62 as shown in FIG. 9 (B), and the sandbag bag having a cube shape as shown in FIG. 9 (C) is obtained by filling materials therein. . In this way, by putting the frame 61 in the sandbag bag 62 and then packing the material, what was conventionally packed by two people can be packed by one person, and labor can be reduced.

また、枠組み61を土嚢袋62に入れておけば、形状が一定しているので、全ての土嚢袋が一定の規格になるというメリットがある。図9(D)は、枠組の一部分にフックを設けた図である。このように、枠組み61にフック63を設けることによって、土嚢袋62を積むときにお互いのフックを絡ませていけば、土嚢袋62がお互いに引っ張り合うことになり、より以上の崩壊をふせぐことが出来る。   Further, if the frame 61 is placed in the sandbag 62, the shape is constant, so that there is an advantage that all sandbags have a certain standard. FIG. 9D is a diagram in which hooks are provided in part of the frame. Thus, by providing the hooks 63 on the frame 61, if the hooks are entangled with each other when the sandbag bags 62 are stacked, the sandbag bags 62 will pull each other, and further collapse may be prevented. I can do it.

第2の従来例
また、工事現場で一袋ずつ袋詰めする第2の従来例として、例えば、特公昭47−42301(特許文献2)がある。図10は、第2の従来例の土嚢袋用底体を有する土嚢袋を示す図である。この第2の従来例に開示された土嚢袋は、土嚢袋71の」底部に図10(A)に示すように、土嚢袋71の胴周囲長さと同じ長さの周囲長を有する長方形の底体72を挿入するものである。底体72は化学変化を起こさない、例えば、合成樹脂発泡体等の板に準じるものを用いている。また、この底体72は土嚢袋71の底の方向から土嚢袋71に挿入された後、底体72が土嚢袋71からはずれないように定着帯73を外部から巻き付け、さらに、土嚢袋71の底部の布を両端部で三角状の耳状部74をそれぞれ内側に折り曲げて底面に固着している。このようにして造られた土嚢袋71を底面が側方に向くようにして積み上げられた様子を図10(B)に示す。したがって、その効果として、ブロックを積み上げたような形状を得ることが出来るものである。
特開昭58―16215 特公昭47−42301
Second Conventional Example Further, for example, Japanese Patent Publication No. 47-42301 (Patent Document 2) is available as a second conventional example in which bags are packed one by one at a construction site. FIG. 10 is a diagram showing a sandbag bag having a sandbag bag bottom body according to a second conventional example. As shown in FIG. 10 (A), the sandbag bag disclosed in the second conventional example has a rectangular bottom having a peripheral length equal to the trunk peripheral length of the sandbag bag 71, as shown in FIG. The body 72 is inserted. As the bottom body 72, a material that does not cause a chemical change, such as a synthetic resin foam or the like, is used. Further, after the bottom body 72 is inserted into the sandbag bag 71 from the bottom of the sandbag bag 71, a fixing band 73 is wound from the outside so that the bottom body 72 does not come off the sandbag bag 71. At the both ends of the bottom cloth, the triangular ear-shaped parts 74 are bent inward and fixed to the bottom surface. FIG. 10B shows a state in which the sandbags 71 thus constructed are stacked with the bottom surface facing sideways. Therefore, as an effect, it is possible to obtain a shape in which blocks are stacked.
JP 58-16215 47-42301

上記第1の従来例の土嚢袋工法では、土嚢袋62を立ててその中に枠組み61を入れて、その状態で資材を袋詰めするようになっている。このようにして造られた土嚢袋を横向きにして、袋詰めした場所とは異なるところまで運んで、複数の土嚢袋62を配列するものである。すなわち、土嚢袋を造ってから袋詰めした場所とは異なるところまで運ぶ必要があるために、運搬が必要でるので作業量は減少しないという欠点があった。また、フックを設けた枠組みを中に入れた土嚢袋においては、フックが土嚢袋の中に入り込んで、それを土嚢袋62から外に引き出した後にフックを絡み合わせるという行程が増えるために、やはり作業の軽減は図れない。   In the sandbag bag construction method of the first conventional example, the sandbag bag 62 is erected, the frame 61 is put therein, and the material is packed in that state. A plurality of sandbag bags 62 are arranged in such a manner that the sandbag bags thus produced are turned sideways and transported to a place different from the place where the bags are packed. That is, since it is necessary to transport the sandbag bag to a place different from the place where the sandbag is packed, there is a disadvantage that the amount of work is not reduced because transport is necessary. In addition, in the sandbag bag in which the frame provided with the hook is placed, the hook enters the sandbag bag, and the process of tangling the hook after pulling it out from the sandbag bag 62 increases, Work cannot be reduced.

第1の従来例の土嚢袋工法の欠点を述べる前に、土嚢袋工法の基本的な原理について説明する。土嚢袋に資材(粒状材料)を入れ、これに上から外力を加えると、密に詰められた中詰資材は土嚢袋を中から外に押す。この力に対して土嚢袋は横方向に広がるが、土嚢袋の張力によって粒子相互間に圧力がかかり、粒子間には摩擦力が働き、粒子同士はズレにくくなる。つまりこの摩擦力がノリの働きをし、コンクリートの塊を袋に入れたのと同じ状態となり、土嚢袋に驚異的な強度をもたらす。このように1つの土嚢袋においては、土嚢袋に上から外力をかけると内部が圧縮された大きな強度の土嚢袋が得られる。一方、地盤補強等をする際、土嚢袋をいくつも横方向に並べるとともに、必要段数を積層していくが、複数の土嚢袋を並べた横方向の強度は、各土嚢袋同士を並べたときに各土嚢間に適切な隙間があり、横方向に並べた状態で上から外圧を加えたときに隣接しあう土嚢袋同士が適切な接触状態を確保する必要がある。このように複数の土嚢袋が横方向に適切な接触状態で施工された土嚢袋は、一体性を増し、荷重分散、振動減衰などの優れた特性を示す。   Before describing the drawbacks of the first conventional sandbag method, the basic principle of the sandbag method will be described. When material (granular material) is put in the sandbag and external force is applied to the sandbag, the tightly packed material pushes the sandbag from the inside to the outside. Although the sandbag bag spreads laterally against this force, pressure is applied between the particles by the tension of the sandbag bag, a frictional force acts between the particles, and the particles are not easily displaced. In other words, this frictional force acts as a glue, and it becomes the same state as putting a lump of concrete in a bag, and brings an amazing strength to the sandbag. As described above, in one sandbag bag, when an external force is applied to the sandbag bag from above, a sandbag bag having a large strength whose inside is compressed is obtained. On the other hand, when reinforcing the ground, etc., a number of sandbags are arranged in the horizontal direction and the necessary number of steps are stacked. However, the strength in the horizontal direction when multiple sandbags are arranged is There is an appropriate gap between the sandbags, and it is necessary to ensure an appropriate contact state between the sandbags that are adjacent to each other when external pressure is applied from above in a state where the sandbags are arranged in the horizontal direction. Thus, a sandbag bag in which a plurality of sandbag bags is constructed in a state of appropriate contact in the lateral direction increases the integrity and exhibits excellent characteristics such as load dispersion and vibration damping.

上述のように、1つの土嚢袋の強度は土嚢袋に圧力を加えることによって生じる。上記第1の従来例ではほぼ同様の大きさの土嚢袋が製造可能であるが、図9(A)に示されるように、全ての角部に枠材がある為、土嚢袋に圧力が加わった際、資材が十分に圧縮されず、資材間(粒子間)の摩擦が得られないために、土嚢の強度が強くならないという欠点がある。また、上記第1の従来例の土嚢袋工法では、フックがあるので、土嚢袋同士の連結は可能であるが、土嚢同士を個々に設置してから連結するので、連結された土嚢袋間の隙間を正確に調整出来ないため、土嚢袋同士が適切に接触するための隙間を開けて複数の土嚢袋を横方向に正確に並べていくことはできない。したがって、この第1の従来例では、複数の土嚢袋が適切な接触状態になるように施工することはできず、したがって、複数の土嚢袋が一体性を得られず、また荷重分散、振動減衰などの優れた特性を示すことはできない。   As described above, the strength of one sandbag is generated by applying pressure to the sandbag. In the first conventional example, a sandbag of almost the same size can be manufactured. However, as shown in FIG. 9A, since there are frame members at all corners, pressure is applied to the sandbag. In this case, the material is not sufficiently compressed, and friction between materials (between particles) cannot be obtained, so that the strength of the sandbag is not increased. In the sandbag method of the first conventional example, since there is a hook, the sandbags can be connected to each other. However, since the sandbags are connected after being individually installed, the sandbags between the connected sandbags are connected. Since the gap cannot be adjusted accurately, a plurality of sandbags cannot be accurately arranged in the lateral direction with a gap for proper contact between the sandbags. Therefore, in the first conventional example, it is impossible to construct a plurality of sandbags so as to be in an appropriate contact state. Therefore, the plurality of sandbags cannot be integrated, and load distribution and vibration damping are not achieved. Such excellent characteristics cannot be shown.

上記第2の従来例の土嚢袋工法においては、個々の土嚢袋71の中に底体72を挿入して、定着帯73を取り付け、さらに土嚢袋71の底部の布を両端部で三角状の耳状部74をそれぞれ内側に折り曲げて底面に固着している。しかし、このように、個々の土嚢袋に対して底体72を取り付ける作業が必要となり、作業の軽減を図ることはできないという欠点がある。また、底体72を横にして使用するため、直線もしくは、垂直方向に対するゲージとはなるが、水平方向に対してのゲージ(基準)とはなり難く、また、土嚢の側面は、何らゲージの無い状態で置かれるため、土嚢袋を格子状に正確に並べる事が出来ない。さらに、底体72の材料は容易に変形しない物と記述されているが、硬質な材を使用すれば、土嚢袋に必要な張力を生じさせる妨げとなり、十分な強度が得られない。   In the sandbag method of the second conventional example, the bottom body 72 is inserted into each sandbag bag 71, the fixing band 73 is attached, and the cloth on the bottom of the sandbag bag 71 is triangular at both ends. The ear portions 74 are bent inward and fixed to the bottom surface. However, as described above, there is a disadvantage that the work of attaching the bottom body 72 to each sandbag is required, and the work cannot be reduced. In addition, since the bottom body 72 is used sideways, it is a gauge for a straight line or a vertical direction, but it is difficult to be a gauge (reference) for a horizontal direction. Because it is placed in a state without it, sandbags cannot be accurately arranged in a grid. Furthermore, although it is described that the material of the bottom body 72 is not easily deformed, if a hard material is used, it will be a hindrance to generate necessary tension in the sandbag, and sufficient strength cannot be obtained.

上述の課題を鑑み、本願発明は、各土嚢袋の底に土嚢袋ガイド枠を置き、複数の土嚢袋ガイド枠を接続片により、格子状に連結、整列した後に、資材を土嚢袋に袋詰めすることによって、設置後の土嚢袋の調整を不要とする土嚢袋ガイド枠および土嚢袋ガイド枠を用いた土嚢袋工法を提供することを目的とする。   In view of the above-described problems, the present invention places a sandbag bag guide frame on the bottom of each sandbag bag, and connects and aligns a plurality of sandbag bag guide frames in a lattice pattern with connecting pieces, and then packs the material into the sandbag bag. An object of the present invention is to provide a sandbag bag guide frame that does not require adjustment of the sandbag bag after installation, and a sandbag bag construction method using the sandbag bag guide frame.

上述の課題を解決するために、請求項1の発明は、各土嚢袋の底に置き各土嚢袋を格子状に整列させるために用いられる、板状リブで矩形に形成される土嚢袋ガイド枠において、前記板状リブは、その中央部に形成された矩形孔と、その板状リブ上で前記矩形孔の長手方向の各外側に形成された小孔とを備えたことを特徴とする。   In order to solve the above-mentioned problems, the invention of claim 1 is a sandbag bag guide frame formed in a rectangular shape with plate-like ribs, which is placed on the bottom of each sandbag and used to align the sandbags in a grid pattern. The plate-shaped rib includes a rectangular hole formed in a central portion thereof and small holes formed on the plate-shaped rib on the outer sides in the longitudinal direction of the rectangular hole.

請求項2の発明は、前記土嚢袋ガイド枠は、前記相対応する板状リブの中央を相互に接続する梁を備えたことを特徴とする。   The invention according to claim 2 is characterized in that the sandbag guide frame includes a beam connecting the centers of the corresponding plate-shaped ribs to each other.

請求項3の発明は、前記板状リブ上の前記小孔に挿入されるピンを有する固定片を備えたことを特徴とする。   According to a third aspect of the present invention, a fixing piece having a pin inserted into the small hole on the plate-like rib is provided.

請求項4の発明は、前記固定片の中央に形成された矩形孔を貫通して前記板状リブ上の矩形孔に挿入される爪を有する接続片を備えたことを特徴とする。   According to a fourth aspect of the present invention, there is provided a connecting piece having a claw that passes through a rectangular hole formed in the center of the fixed piece and is inserted into the rectangular hole on the plate-like rib.

請求項5の発明は、前記土嚢袋中に置かれた土嚢袋ガイド枠を乗せるために、矩形状に形成された上枠および下枠からなり前記上枠の中間部分に前記接続片を結合するための切り欠きを有するベース枠を備えたことを特徴とする。   According to a fifth aspect of the present invention, in order to place the sandbag bag guide frame placed in the sandbag bag, the connecting piece is coupled to an intermediate portion of the upper frame, which is composed of an upper frame and a lower frame formed in a rectangular shape. And a base frame having a notch.

請求項6の発明は、土嚢袋ガイド枠を中に入れた土嚢袋を複数個整列配置し、固定片のピンを土嚢袋の外側から前記ガイド枠の小孔に挿入し、前記固定片の内部の矩形孔を介して接続片の爪を板状リブの矩形孔に挿入することによって各ガイド枠を結合し、その後に、土嚢袋に資材を入れた後、土嚢袋の締め紐を引いて、土嚢袋の開口を締めることによって、複数の土嚢袋を格子状に整列配置することを特徴とする。   In the invention of claim 6, a plurality of sandbag bags in which sandbag bag guide frames are placed are arranged and arranged, pins of the fixing piece are inserted into the small holes of the guide frame from the outside of the sandbag bag, Each guide frame is joined by inserting the claw of the connecting piece into the rectangular hole of the plate-shaped rib through the rectangular hole of the plate, and then, after putting the material into the sandbag bag, pulling the strap of the sandbag bag, A plurality of sandbags are arranged in a grid pattern by tightening the openings of the sandbags.

請求項1の発明によれば、その中央部に形成された矩形孔と、その板状リブ上で矩形孔の長手方向の各外側に形成された小孔とを備えた板状リブで構成される土嚢袋ガイド枠を内部に置いた土嚢袋を基準ライン上の所定の位置に正確に並べる事ができる。また、土嚢袋を並べる作業において、土嚢袋に資材が入っていないため軽量な状態で作業ができる。また、袋上部より資材投入できるため、袋を資材投入した位置から動かさなくて済む他、袋の四辺に結び目がこない為、水平方向における密着性が上がり、強度が増す。   According to the invention of claim 1, it is constituted by a plate-shaped rib provided with a rectangular hole formed in the central portion thereof and small holes formed on the plate-shaped rib on the outer sides in the longitudinal direction of the rectangular hole. It is possible to accurately arrange the sandbag bags having the sandbag bag guide frame inside at a predetermined position on the reference line. Moreover, in the operation | work which arranges a sandbag bag, since a material is not contained in the sandbag bag, it can work in a lightweight state. In addition, since the material can be input from the upper part of the bag, it is not necessary to move the bag from the position where the material is input, and since there are no knots on the four sides of the bag, the adhesion in the horizontal direction is increased and the strength is increased.

また、固定片と接続片によって土嚢袋間に予め必要な張力が得られるための隙間を取ってあり、土嚢袋に資材を投入し、圧力を加えた後、格子状に最適な位置で収まるため、土嚢袋の微調整の必要なく、作業がスムーズに進められる。したがって、作業の効率化と正確さを確保でき、作業効率によるコストダウンをはかることができる。   In addition, there is a gap between the sandbag bags so that the necessary tension can be obtained in advance between the fixed piece and the connecting piece, and after the material is put into the sandbag bag and pressure is applied, it fits in the optimal position in a lattice shape The work can proceed smoothly without the need for fine adjustment of the sandbag. Therefore, the efficiency and accuracy of the work can be ensured, and the cost can be reduced due to the work efficiency.

請求項2の発明によれば、土嚢袋ガイド枠は、相対応する板状リブの中央を相互に接続する梁を備ええるので、土嚢袋を平面上で格子状に整列させることができる。   According to the invention of claim 2, the sandbag bag guide frame can be provided with beams connecting the centers of the corresponding plate-shaped ribs to each other, so that the sandbag bags can be aligned in a lattice pattern on a plane.

請求項3の発明によれば、板状リブ上の小孔に挿入されるピンを有する固定片を備えるので、この固定片によって、ガイド枠と土嚢袋を固定する事が出来る。また現場で固定片を挿入する際のガイドにもなり、土嚢袋同士の接続を簡易に行う事が出来る。なお、このピンの取り付けは、工場で行ってもよく、現場でガイド枠を並べるときに行っても良い。   According to the invention of claim 3, since the fixing piece having the pin inserted into the small hole on the plate-like rib is provided, the guide frame and the sandbag can be fixed by the fixing piece. It also serves as a guide when inserting a fixed piece on site, and can easily connect sandbags. This pin may be attached at the factory or when the guide frames are arranged on site.

請求項4の発明によれば、固定片の中央に形成された矩形孔を貫通して板状リブ上の矩形孔に挿入される爪を有する接続片を備えるので、土嚢袋同士が適切な圧力で接触するに必要な隙間を予め確保する事が出来る。またこの接続片によって隣り合うガイド枠同士が強固に固定されるので、土嚢袋同士が一体化し、強度が増す他、配列後の土嚢袋の位置調整が不要になる。   According to the invention of claim 4, the sandbag is provided with an appropriate pressure since the connecting piece having the claw that penetrates the rectangular hole formed in the center of the fixing piece and is inserted into the rectangular hole on the plate-like rib is provided. It is possible to secure in advance a gap necessary for contact. Further, since the guide frames adjacent to each other are firmly fixed by the connecting piece, the sandbag bags are integrated with each other, the strength is increased, and the position adjustment of the sandbag bags after the arrangement becomes unnecessary.

請求項5の発明によれば、土嚢袋中に置かれた土嚢袋ガイド枠を乗せるために、矩形状に形成された上枠および下枠からなり前記上枠の中間部分に接続片を結合するための切り欠きを有するベース枠を備えるので、ぬかるみ等に土嚢袋を配列するときに、一番最下部の土嚢袋をゆがみなく整列させることができ、さらに一番下部に置かれるベース枠同士も確実に結合されるので、土嚢袋全体の一体化が増し、ぬかるみのような超軟弱地盤においても、強度補強の確実性が増す。   According to invention of Claim 5, in order to put the sandbag bag guide frame set | placed in the sandbag bag, it consists of the upper frame and lower frame which were formed in the rectangular shape, and a connection piece is couple | bonded with the intermediate part of the said upper frame. The base frame with the cutouts for the sandbag is arranged so that the bottom sandbag can be aligned without distortion when arranging the sandbags on the mud etc. Since it is securely connected, the integration of the entire sandbag is increased, and the reliability of strength reinforcement is increased even in an extremely soft ground such as a muddy land.

請求項6の発明によれば、土嚢袋ガイド枠を中に入れた土嚢袋を複数個整列配置し、固定片のピンを土嚢袋の外側から前記ガイド枠の小孔に挿入し、前記固定片の内部の矩形孔を介して接続片の爪を板状リブの矩形孔に挿入することによって各ガイド枠及び土嚢袋を結合し、その後に、土嚢袋に資材を入れ、土嚢袋の締め紐を引いて、土嚢袋の開口を締めることによって、複数の土嚢袋を格子状に整列配置するので、土嚢袋ガイド枠を内部に置いた土嚢袋を基準ライン上の所定の位置に希望の強度が出るよう正確に並べる事ができ、また、土嚢袋を並べる作業において土嚢袋に資材が入っていないため軽量な状態で作業ができ、また、袋を資材投入した位置から動かさなくて済むために配列後の土嚢袋の位置調整が不要になる利点がある   According to the invention of claim 6, a plurality of sandbag bags with sandbag bag guide frames placed therein are arranged in alignment, and pins of the fixing pieces are inserted into the small holes of the guide frames from the outside of the sandbag bags, Each guide frame and sandbag bag are joined by inserting the claw of the connecting piece into the rectangular hole of the plate-like rib through the rectangular hole inside, and then the material is put into the sandbag bag and the strap of the sandbag bag is attached. By pulling and tightening the sandbag bag openings, a plurality of sandbag bags are aligned and arranged in a lattice pattern, so that the sandbag with the sandbag bag guide frame inside has a desired strength at a predetermined position on the reference line. In addition, the sandbag bag can be placed in a lightweight state because there is no material in the sandbag bag, and it is not necessary to move the bag from the position where the material is charged. There is an advantage that the position adjustment of the sandbag is unnecessary

第1実施形態
以下、本願発明の実施の形態について図面を参照しながら説明する。図1は、本願発明の第1実施形態の土嚢袋ガイド枠の全体構成を示すものである。
First Embodiment Hereinafter, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 shows an overall configuration of a sandbag guide frame according to a first embodiment of the present invention.

図1において、土嚢袋ガイド枠10は、土嚢袋の底に置いて複数の土嚢袋を整列させるためのガイドの働きをするものである。土嚢袋ガイド枠10は、4つの板状リブ11の各角を結合して形成され、各板状リブ11の中央には結合孔13が形成される。各板状リブ11の相対応する中央部には梁12が設けられ、土嚢袋を格子状に並べる際、ガイド枠の定型を維持する機能をはたす。この板状リブは、ポリプロピレン樹脂のような自立性はあるが、若干の外力で、容易に変形する材料を用いることができる。各板状リブ11上には結合孔13の長手方向の端に小孔14a、14bが形成される。なお、結合孔13は図面上では矩形形状をしているが、楕円、円等のその他の形状で形成してもよい。ここで、小孔14は、後で述べるように、固定片20に設けられたピン23を挿入するための孔であり、その形状は円、楕円、矩形等その他の形状でもよい。   In FIG. 1, a sandbag bag guide frame 10 serves as a guide for aligning a plurality of sandbag bags placed on the bottom of the sandbag bag. The sandbag guide frame 10 is formed by joining the corners of the four plate-shaped ribs 11, and a coupling hole 13 is formed at the center of each plate-shaped rib 11. Beams 12 are provided at the corresponding central portions of the plate-like ribs 11 and serve to maintain the fixed shape of the guide frame when the sandbags are arranged in a lattice pattern. Although this plate-like rib is self-supporting like a polypropylene resin, a material that can be easily deformed with a slight external force can be used. Small holes 14 a and 14 b are formed at the longitudinal ends of the coupling holes 13 on each plate-like rib 11. In addition, although the coupling hole 13 has a rectangular shape in the drawing, it may be formed in other shapes such as an ellipse or a circle. Here, as will be described later, the small hole 14 is a hole for inserting the pin 23 provided in the fixed piece 20, and the shape thereof may be other shapes such as a circle, an ellipse, and a rectangle.

図2は、固定片の構成を示す図である。図2(A)は固定片20の斜視図を示す図である。図2(B)は、固定片20の平面図、正面図、側面図、底面図を示す図である。この固定片20は、固定片枠21で形成され、固定片枠21の中央には矩形孔22を有し、その側面にはピン23a,23bを有する。ピン23a,23bは後で述べるように、テーパ状になり、先端が細くなっている。固定片20は土嚢袋40の底部に土嚢袋ガイド枠10を置いた後、土嚢袋40の外側から土嚢袋ガイド枠10と結合する。この固定片20は、土嚢袋ガイド枠10と、土嚢袋を固定する役割を持つ他、接続片30の現場での取付作業を容易にする役割を有する。固定片20を土嚢袋ガイド枠10に結合するには、図1の2点鎖線の矢印A,Bで示すように、図示されない土嚢袋40の外側から目測で小孔14a,14bの位置を推定し、ピン23a,23bをそれぞれ小孔14a,14bに挿入する。   FIG. 2 is a diagram illustrating a configuration of the fixed piece. FIG. 2A is a perspective view of the fixed piece 20. FIG. 2B is a diagram illustrating a plan view, a front view, a side view, and a bottom view of the fixed piece 20. The fixed piece 20 is formed of a fixed piece frame 21, has a rectangular hole 22 in the center of the fixed piece frame 21, and has pins 23 a and 23 b on its side surfaces. As will be described later, the pins 23a and 23b are tapered and the tips are narrowed. After the sandbag bag guide frame 10 is placed on the bottom of the sandbag bag 40, the fixed piece 20 is joined to the sandbag bag guide frame 10 from the outside of the sandbag bag 40. The fixing piece 20 has a role of fixing the sandbag bag guide frame 10 and the sandbag bag, and also has a role of facilitating the attachment work of the connection piece 30 in the field. In order to couple the fixed piece 20 to the sandbag bag guide frame 10, the positions of the small holes 14a and 14b are estimated from the outside of the sandbag 40 (not shown) as shown by the two-dot chain arrows A and B in FIG. Then, the pins 23a and 23b are inserted into the small holes 14a and 14b, respectively.

図2(C)は、固定片が板状リブ11に結合された様子を示す図である。図2(C)によれば、ピン23a,23bは土嚢袋40の上からそれぞれ板状リブ11の小孔14a,14bに挿入される。土嚢袋40は網状に構成されているので、土嚢袋40の上からピン23a,23bを容易に挿入することができる。後で述べるように、固定片20は接続片30によって固定されるので、板状リブ11に強固に嵌合する必要はない。抜けない程度に軽く嵌合していれば良いものである。   FIG. 2C is a diagram illustrating a state in which the fixed piece is coupled to the plate-like rib 11. 2C, the pins 23a and 23b are inserted into the small holes 14a and 14b of the plate-like rib 11 from above the sandbag 40, respectively. Since the sandbag 40 is configured in a net shape, the pins 23 a and 23 b can be easily inserted from above the sandbag 40. As will be described later, since the fixing piece 20 is fixed by the connecting piece 30, it is not necessary to fit the plate-like rib 11 firmly. It only needs to be lightly fitted so as not to come off.

図3は、本願発明の接続片の構成を示す図である。接続片30は、1つの土嚢袋ガイド枠10と隣の土嚢袋ガイド枠10を結合するために用いるものである。図3(A)は、接続片30を示す斜視図である。図3(A)において、接続片30は、固定部31とその両側面に形成されたアーム32a,32bと爪33a,33bおよびアーム34a,34bと爪35a,35bとから構成される。接続片30を土嚢袋ガイド枠10に挿入するには、図1の2点鎖線の矢印C,Dで示すように、まず、接続片30の爪33a,33bを固定片20の矩形孔22に貫通させ、さらに、爪33a,33bを結合孔13に貫通させる。結合孔13を貫通した爪33a,33bは、板状リブ11の内面に飛び出して、爪33a,33bの先端部が板状リブ11の内面と結合して抜けなくなるので、接続片30が板状リブ11と確実に結合される。図3(B)は、接続片30が板状リブ11と結合された様子を示す図である。図3(B)において、接続片30は、固定片20を貫通して、その先端の爪33a,33bは板状リブ11の結合孔13を飛び出して、爪33a,33bが板状リブ11の内面と係合し、爪33a,33bは板状リブ11から抜けなくなる。なお、爪35a,35bは他方の板状リブ11と結合するが、ここでは、結合の様子は省略してある。   FIG. 3 is a diagram showing the configuration of the connection piece of the present invention. The connection piece 30 is used to connect one sandbag bag guide frame 10 and the adjacent sandbag bag guide frame 10. FIG. 3A is a perspective view showing the connection piece 30. In FIG. 3 (A), the connection piece 30 includes a fixed portion 31 and arms 32a and 32b and claws 33a and 33b and arms 34a and 34b and claws 35a and 35b formed on both side surfaces thereof. In order to insert the connection piece 30 into the sandbag guide frame 10, first, as indicated by the two-dot chain arrows C and D in FIG. 1, the claws 33 a and 33 b of the connection piece 30 are first inserted into the rectangular holes 22 of the fixed piece 20. Further, the claws 33 a and 33 b are penetrated through the coupling hole 13. The claws 33a and 33b penetrating the coupling hole 13 jump out to the inner surface of the plate-like rib 11, and the tip portions of the claws 33a and 33b are joined to the inner surface of the plate-like rib 11 so that they cannot be removed. The rib 11 is securely coupled. FIG. 3B is a diagram illustrating a state in which the connection piece 30 is coupled to the plate-like rib 11. In FIG. 3 (B), the connecting piece 30 penetrates the fixed piece 20, the claw 33 a, 33 b at the tip protrudes from the coupling hole 13 of the plate-shaped rib 11, and the claw 33 a, 33 b is formed of the plate-shaped rib 11. Engaging with the inner surface, the claws 33 a and 33 b cannot be removed from the plate-like rib 11. The claws 35a and 35b are coupled to the other plate-like rib 11, but the coupling is not shown here.

この接続片30は、土嚢袋同士を並べる際、隣接土嚢との間で必要強度が発生するように、適切な隙間を確保する役目を有する。また、この接続片30は、通常の場合は定型寸法の接続片が使用されるが、地盤条件により、土嚢袋間の隙間を狭くしたり、広くしたりする必要がある場合には、接続片30の幅を変えて土嚢間の間隔の調整をはかることができる。   This connecting piece 30 has a role of ensuring an appropriate gap so that necessary strength is generated between adjacent sandbags when sandbags are arranged. In addition, the connecting piece 30 is usually a connecting piece having a fixed size. However, if the gap between the sandbag bags needs to be narrowed or widened depending on the ground conditions, the connecting piece 30 is used. The interval between sandbags can be adjusted by changing the width of 30.

図4は、土嚢袋ガイド枠が複数個結合された様子を示す図である。図4(A)は、土嚢袋ガイド枠10を置いた複数の土嚢袋40を配列し、土嚢袋40の外側から各板状リブ11の各面に固定片20が取り付けられ、その固定片20間を接続片30で結合している様子を示す図である。なお、図4(A)においては、土嚢袋ガイド枠10の結合関係を明確に示すために土嚢袋40は一点鎖線で描いてある。このように、複数の土嚢袋40中に土嚢袋ガイド枠10を配置した後に、各土嚢袋の中に資材を封入していく。土嚢袋40の間隔は図4(B)、(C)、(D)に示すように大きく分けて3つの場合がある。図4(B)は、土嚢袋40を設置し、圧力をかけた後に土嚢袋40間に隙間ができた場合であり、このような状況では、土嚢同士の一体性が虚弱化し、強度が下がる。図4(C)は、土嚢袋同士が接近しすぎている場合であり、圧力をかけても、互いの土嚢同士が障害となり、十分な張力が得られないため、必要な強度が得られない。したがって、このように、土嚢袋40同士があまりにも接近しすぎることはさけなければならない。図4(D)は、設置後に隣接しあう土嚢袋が互いに適切に接触した場合であり、このような状態のときに、土嚢袋40同士は十分な張力が発生し土嚢同士の一体性が得られ強度が最大になる。図4(E)は、本願の場合の結合状態を示す図であり、固定片20および接続片30を用いて隣接する土嚢袋40間を結合することによって、あらかじめ土嚢袋40間の間隔を適切に定めることができる。したがって、本願の構成によって、図4(B)と同様の状態を実現でき、さらに、接続片30があることによって各土嚢袋40間の一体化が強化される。   FIG. 4 is a diagram showing a state in which a plurality of sandbag bag guide frames are combined. 4A, a plurality of sandbag bags 40 on which sandbag bag guide frames 10 are placed are arranged, and fixed pieces 20 are attached to the respective surfaces of each plate-like rib 11 from the outside of the sandbag bag 40. It is a figure which shows a mode that it connects with the connection piece 30 between. In FIG. 4 (A), the sandbag 40 is drawn with a one-dot chain line in order to clearly show the coupling relationship of the sandbag guide frame 10. Thus, after arranging the sandbag bag guide frame 10 in the plurality of sandbag bags 40, the material is sealed in each sandbag bag. As shown in FIGS. 4B, 4 </ b> C, and 4 </ b> D, there are three cases in which the sandbag bag 40 has three intervals. FIG. 4B shows a case where a sandbag 40 is installed and a gap is formed between the sandbags 40 after pressure is applied. In such a situation, the integrity of sandbags is weakened and the strength is reduced. . FIG. 4C shows a case where sandbag bags are too close to each other, and even if pressure is applied, the sandbags become obstacles and sufficient tension cannot be obtained, so that the required strength cannot be obtained. . Therefore, it must be avoided that the sandbags 40 are too close to each other. FIG. 4 (D) shows a case where sandbags adjacent to each other after installation are in proper contact with each other. In such a state, the sandbag bags 40 are sufficiently tensioned to obtain the integrity of the sandbags. Strength is maximized. FIG. 4 (E) is a diagram showing a combined state in the case of the present application, and by connecting the adjacent sandbag bags 40 using the fixing piece 20 and the connecting piece 30, the interval between the sandbag bags 40 is appropriately set in advance. Can be determined. Therefore, with the configuration of the present application, a state similar to that shown in FIG. 4B can be realized, and furthermore, the presence of the connecting piece 30 enhances the integration between the sandbags 40.

図5(A)〜(F)は、資材を袋詰めし立方体または直方体に形成された土嚢袋40を地面に敷き詰め、その上に2段、3段に積み重ねた例を示す。図5(A)(B)は、各段を垂直に重ねながら積層していく例である。ただし、この工法は、土嚢袋同士が一体となった方が強度的に有利なため、振動のみの軽減や必要段数を得てかつ受ける構造物の大きさに対応したい時などの場合を除いては使用されない。また、図5(C)、(D)は、各段をずらしながら千鳥型に積層していく例であり、最も多く用いられている。図5(E)、(F)は、上記の(B)、(D)を組み合わせた工法であり、建築の基礎等で多く用いられている。従来の工法によれば、平地で一日あたり、1000袋/3人程度であるが、本願発明の土嚢袋ガイド枠を使えば、一日あたり、1500袋/3人以上の作業効率化が見込める。なお、土嚢袋40を敷き詰めるときには、敷き詰めた土嚢袋40毎に振動圧力装置等で圧力をかけ、各土嚢袋40に張力を発生させる。さらに、同じ段の土嚢袋40が横方向に並べられた後に、同一段全体の土嚢袋40に対してロードローラ等で圧力をかけ、各土嚢袋40に更なる張力を発生させ、内部資材間に十分な摩擦力が発生するようにする。   5 (A) to 5 (F) show examples in which materials are bagged and sandbag bags 40 formed in a cube or a rectangular parallelepiped are spread on the ground and stacked in two or three stages on the ground bag. 5A and 5B are examples in which the layers are stacked while being stacked vertically. However, since this method is more advantageous in strength when the sandbags are united, except for cases such as when only reducing vibration or obtaining the required number of steps and responding to the size of the structure to be received. Is not used. FIGS. 5C and 5D are examples in which the layers are stacked in a staggered pattern while shifting each stage, and are most frequently used. FIGS. 5E and 5F are construction methods combining the above (B) and (D), and are often used in building foundations and the like. According to the conventional construction method, it is about 1000 bags / 3 persons per day on a flat ground. However, if the sandbag guide frame of the present invention is used, work efficiency of 1500 bags / 3 persons or more can be expected per day. . When the sandbag bags 40 are spread, pressure is applied to the spread sandbag bags 40 with a vibration pressure device or the like to generate tension on each sandbag bag 40. Further, after the sandbags 40 of the same step are arranged in the horizontal direction, pressure is applied to the sandbag bags 40 of the same step with a load roller or the like to generate further tension on each sandbag bag 40, To generate sufficient frictional force.

図6は、本願発明の土嚢袋ガイド枠を土嚢袋の下部に置いた様子を示す図である。図6(A)は、土嚢袋ガイド枠を土嚢袋の下部に置き、土嚢袋40の上端の開口部が開いた様子を示す図である。図4に示すように、複数の土嚢袋40を整列配置した後、図6(A)に示すように、上端が開口した土嚢袋40の底部に土嚢袋ガイド枠10を置き、その後土嚢袋40の上部の開口部から図示しない計量スコップを使いて資材を入れて、その後締め紐41を引き、土嚢袋40の開口部を閉じ、そのまま締め紐41を手で縛るか、ストッパ42で締め紐41を固定する。図6(B)は、開口部を閉じて、その後ストッパ42で締め紐41を固定した様子を示した図である。図6(B)に示すように、本願発明においては、土嚢袋40を整列配置した後に、土嚢袋40に土を入れ、土嚢袋40の紐41を締めることによって、直方体形状の土嚢袋40を得ることができる。したがって、複数の土嚢袋40の紐41をそれぞれ締めるだけで、整列された直方体形状の土嚢袋40のおのおのの位置調整をすることが不要になる。   FIG. 6 is a diagram showing a state in which the sandbag bag guide frame of the present invention is placed under the sandbag bag. FIG. 6A is a diagram illustrating a state in which the sandbag bag guide frame is placed at the lower part of the sandbag bag and the opening at the upper end of the sandbag bag 40 is opened. As shown in FIG. 4, after arranging a plurality of sandbags 40, as shown in FIG. 6 (A), the sandbag guide frame 10 is placed on the bottom of the sandbag 40 with the upper end opened, and then the sandbag 40 The material is put from the upper opening portion of the bag using a measuring scoop (not shown), and then the tightening cord 41 is pulled, the opening portion of the sandbag bag 40 is closed, and the tightening cord 41 is tied by hand as it is, or the tightening cord 41 with the stopper 42 To fix. FIG. 6B is a view showing a state in which the opening portion is closed, and then the fastening string 41 is fixed by the stopper 42. As shown in FIG. 6 (B), in the present invention, after the sandbag bags 40 are aligned and arranged, the sandbag bag 40 is filled with soil, and the string 41 of the sandbag bag 40 is tightened, whereby the sandbag bag 40 having a rectangular parallelepiped shape is obtained. Obtainable. Therefore, it is not necessary to adjust the position of each of the aligned rectangular parallelepiped sandbags 40 by simply fastening the strings 41 of the plurality of sandbag bags 40.

第2実施形態
図7は、本願発明の第2実施形態のベース枠の構成を示す図である。このベース枠50は、地盤が特に柔らかいぬかるみ等の場所に土嚢袋40を置いた場合に、土嚢袋ガイド枠10の一部が沈んだりして土嚢袋ガイド枠10が傾くので、これを防止するために地盤と直接に触れる部分に敷くためのものである。ベース枠50は、矩形に形成された下枠51と、その下枠51に隣接して形成される上枠52から構成され、上枠52の中央部には固定片20を収納出来る大きさの切り欠き53が設けられる。図7(A)はベース枠50を上から見た平面図であり、図7(B)は、ベース枠50を側面から見た側面図であり、図7(C)は、ベース枠50を斜め上から見た斜視図である。図7(C)に示すように、ベース枠50の底部は開口になっており、下枠51が柔らかい地盤の中に食い込んでいくと、この開口54から下の土が下枠51の内部に入ってきて、その上に乗る土嚢袋40を支えることになる。
Second Embodiment FIG. 7 is a diagram showing a configuration of a base frame according to a second embodiment of the present invention. This base frame 50 prevents the sandbag bag guide frame 10 from sinking when the sandbag bag 40 is placed in a place where the ground is particularly soft, such as a mud, and the sandbag bag guide frame 10 is tilted. Therefore, it is for laying on the part that touches the ground directly. The base frame 50 includes a lower frame 51 formed in a rectangular shape and an upper frame 52 formed adjacent to the lower frame 51. The base frame 50 is large enough to accommodate the fixed piece 20 in the center of the upper frame 52. A notch 53 is provided. 7A is a plan view of the base frame 50 as viewed from above, FIG. 7B is a side view of the base frame 50 as viewed from the side, and FIG. 7C illustrates the base frame 50 as viewed from the side. It is the perspective view seen from diagonally upward. As shown in FIG. 7C, the bottom of the base frame 50 is an opening. When the lower frame 51 bites into the soft ground, the soil below the opening 54 enters the inside of the lower frame 51. It comes in and supports the sandbag 40 that rides on it.

水分を多量に含むような超軟弱地盤に於いては、最下部の土嚢袋を設置し、圧力をかけると、袋に張力が発生し、中の資材に摩擦が発生する前に、土嚢袋の下の土が逃げてしまい、いくら圧力をかけても必要な張力が発生せず、土嚢袋の強度が発生しない。そのため土嚢袋は軟弱な状態のままとなり、不規則な変形を起こしたり、そのまま沈下したりする。通常はある程度圧力をかけ、沈下や変形がとまらないようなら、そのまま次の段を積層してしまう。これを繰り返す事により、相当悪い地盤でも3段程度で安定するが、最下部の沈み具合がまちまちのため、垂直方向でのレベル管理が難しくなる。こうした超軟弱地盤の施工にベース枠50を用いると、ベース枠の底部の開口に土が進入し、ベース枠の51の側枠が、進入した土を区画し拘束する事により、若干の摩擦力を、進入した土の粒子間に発生させる事が出来る。結果として最下部の土嚢袋の下に、もう一段土嚢袋があるのと、同じ様な状態がつくられるため、かなりの軟弱地盤における工事においても安定したレベルと強度を確保できる。   In an extremely soft ground that contains a large amount of moisture, the bottom sandbag is installed and when pressure is applied, tension is generated in the bag and before the friction is generated in the material, The underlying soil escapes, no matter how much pressure is applied, the necessary tension is not generated and the strength of the sandbag is not generated. As a result, the sandbag remains in a soft state, causing irregular deformation or sinking. Usually, if a certain amount of pressure is applied and subsidence and deformation do not stop, the next stage is laminated as it is. By repeating this, even if the ground is very bad, it will be stable in about 3 steps, but the level of the vertical direction will be difficult because the bottom sinks will vary. When the base frame 50 is used for the construction of such an extremely soft ground, the soil enters the opening at the bottom of the base frame, and the side frame of the base frame 51 partitions and restrains the entered soil, so that a slight frictional force is generated. Can be generated between particles of soil that has entered. As a result, since the same state is created as if there is another one-stage sandbag under the bottom sandbag, a stable level and strength can be secured even in construction on fairly soft ground.

図8は、本願発明の第2実施形態の土嚢袋ガイド枠を有する土嚢袋をベース枠に載せる様子を示す図である。図8(A)は、板状リブ11を底部に配置し、資材を入れた土嚢袋40を示す図である。板状リブ11は土嚢袋40の内部に置かれるので点線で表されている。図8(B)は、ベース枠50を側面からみた様子を示す図である。土を入れた土嚢袋40は、図8(B)の矢印Eに示す方向に、ベース枠50の上に乗せられる。図8(C)は、ベース枠50の上に乗せられたベース枠50を示す側面図である。図8(C)の切り欠き53の部分には、図2に示す固定片20が嵌められる。図8(D)は土嚢袋40がベース枠50の上に乗せられた様子を示す斜視図である。このとき、土嚢袋40は、ガイド枠10の板状リブ11とベース枠50の上枠52間に挟まれしっかりと固定される。このように、ベース枠50の上に土嚢袋40を乗せることによって、下枠51の部分が柔らかい地盤の中に食い込むために、1段目の土嚢袋40の変形を最小限度に抑える事が出来るので、2段目以降の土嚢袋40の設置精度を確保できる。   FIG. 8: is a figure which shows a mode that the sandbag bag which has the sandbag bag guide frame of 2nd Embodiment of this invention is mounted on a base frame. FIG. 8A is a view showing a sandbag 40 in which the plate-like ribs 11 are arranged at the bottom and materials are put therein. Since the plate-like rib 11 is placed inside the sandbag 40, it is represented by a dotted line. FIG. 8B is a diagram illustrating a state in which the base frame 50 is viewed from the side. The sandbag 40 containing the soil is placed on the base frame 50 in the direction indicated by the arrow E in FIG. FIG. 8C is a side view showing the base frame 50 placed on the base frame 50. The fixing piece 20 shown in FIG. 2 is fitted into the notch 53 in FIG. FIG. 8D is a perspective view showing a state where the sandbag 40 is placed on the base frame 50. At this time, the sandbag 40 is sandwiched between the plate-like rib 11 of the guide frame 10 and the upper frame 52 of the base frame 50 and firmly fixed. In this way, by placing the sandbag 40 on the base frame 50, the lower frame 51 part bites into the soft ground, so that the deformation of the first-stage sandbag 40 can be minimized. Therefore, the installation accuracy of the sandbag 40 after the second stage can be secured.

この工法においては、土嚢袋ガイド枠10を有する土嚢袋40とベース枠50との接続した後に、接続片30によって土嚢袋40を格子状に並べ、その後に各土嚢袋40に資材を投入する。しかしながら、人が歩けない等、すなわち足場が確保出来ない程の軟弱地盤の場合は、ベース枠50に固定片20を接続した土嚢袋40に予め資材を投入し、その後、設置可能な数量の土嚢袋40を接続片30で格子状に連結し、対象個所に設置する。なお、一度に設置できる土嚢袋の数は、人力のみか、機材の使用が可能か等によって変わる。   In this construction method, after the sandbag bag 40 having the sandbag bag guide frame 10 and the base frame 50 are connected, the sandbag bags 40 are arranged in a lattice pattern by the connecting pieces 30, and then the material is put into each sandbag bag 40. However, in the case of a soft ground where a person cannot walk, that is, a scaffold cannot be secured, materials are put in advance in a sandbag 40 in which the fixed piece 20 is connected to the base frame 50, and then a quantity of sandbags that can be installed. The bags 40 are connected in a lattice pattern with the connecting pieces 30 and installed at the target location. Note that the number of sandbags that can be installed at one time varies depending on whether only human power is available or equipment can be used.

以上述べた実施の形態は本願発明を説明するための一例であり、本願発明は、上記の実施形態に限定されるものではなく、発明の要旨の範囲で種々の変形が可能である。上記の実施形態では、正方形のガイド枠について説明したが、これに限ることはない。長方形、三角形等のガイド枠を用いることもできる。また、上記の実施の形態では、結合孔13やピン23a,23bは丸型で説明したが、もちろんこれらの形状も長方形、三角形等にすることもできる。固定片20、矩形孔22等も矩形のものについて説明したが、これに限ることはなく、円、楕円、正方形等のものでもよい。また、図3に描かれた爪33a,33b,35a,35bの形状は一例でありこの形状に限られない。   The embodiment described above is an example for explaining the present invention, and the present invention is not limited to the above-described embodiment, and various modifications can be made within the scope of the gist of the invention. In the above embodiment, the square guide frame has been described, but the present invention is not limited to this. A guide frame such as a rectangle or a triangle can also be used. In the above-described embodiment, the coupling hole 13 and the pins 23a and 23b have been described as round. However, these shapes can also be rectangular, triangular, or the like. Although the fixed piece 20, the rectangular hole 22, and the like have been described as being rectangular, the present invention is not limited to this and may be a circle, an ellipse, a square, or the like. Further, the shapes of the claws 33a, 33b, 35a, and 35b depicted in FIG. 3 are merely examples, and are not limited to this shape.

本願発明は、地盤の補強等に用いられる土嚢袋およびその土嚢袋を用いた土嚢工法に用いられる土嚢袋ガイド枠に適用可能である。   The present invention is applicable to a sandbag bag used for ground reinforcement and a sandbag guide frame used in a sandbag construction method using the sandbag bag.

本願発明の第1実施形態の土嚢袋ガイド枠の構成を示す図である。It is a figure which shows the structure of the sandbag bag guide frame of 1st Embodiment of this invention. 本願発明の第1実施形態の固定片の構成を示す図である。It is a figure which shows the structure of the fixing piece of 1st Embodiment of this invention. 本願発明の第1実施形態の接続片の構成を示す図である。It is a figure which shows the structure of the connection piece of 1st Embodiment of this invention. 本願発明の第1実施形態の土嚢袋ガイド枠を複数個結合した様子を示す図である。It is a figure which shows a mode that several sandbag bag guide frames of 1st Embodiment of this invention were couple | bonded. 本願発明の第1実施形態の土嚢袋ガイド枠を複数個結合した様子を示す図である。It is a figure which shows a mode that several sandbag bag guide frames of 1st Embodiment of this invention were couple | bonded. 本願発明の第1実施形態の土嚢袋ガイド枠を土嚢袋の下部に置いた様子を示す図である。It is a figure which shows a mode that the sandbag bag guide frame of 1st Embodiment of this invention was placed in the lower part of the sandbag bag. 本願発明の第2実施形態のベース枠の構成を示す図である。It is a figure which shows the structure of the base frame of 2nd Embodiment of this invention. 本願発明の第2実施形態において、土嚢袋ガイド枠を有する土嚢袋をベース枠に載せる様子を示す図である。In 2nd Embodiment of this invention, it is a figure which shows a mode that the sandbag bag which has a sandbag bag guide frame is mounted on a base frame. 第1の従来例の土嚢袋用枠組みを有する土嚢袋を示す図である。It is a figure which shows the sandbag bag which has the frame for sandbag bags of the 1st prior art example. 第2の従来例の土嚢袋用底体を有する土嚢袋を示す図である。It is a figure which shows the sandbag bag which has the bottom body for sandbag bags of the 2nd prior art example.

符号の説明Explanation of symbols

10 土嚢袋ガイド枠
11 板状リブ
12 梁
13 結合孔
14,14a,14b 小孔
20 固定片
21 固定片枠
22 矩形孔
23,23a,23b ピン
30 接続片
31 固定部
32,32a,32b,34,34a,34b アーム
33,33a,33b,35,35a,35b 爪
40 土嚢袋
41 締め紐
42 ストッパ
50 ベース枠
51 下枠
52 上枠
53 切り欠き
54 開口
DESCRIPTION OF SYMBOLS 10 Sandbag bag guide frame 11 Plate-like rib 12 Beam 13 Connection hole 14, 14a, 14b Small hole 20 Fixing piece 21 Fixing piece frame 22 Rectangular hole 23, 23a, 23b Pin 30 Connection piece 31 Fixing part 32, 32a, 32b, 34 , 34a, 34b Arms 33, 33a, 33b, 35, 35a, 35b Claw 40 Sandbag 41 Tightening strap 42 Stopper 50 Base frame 51 Lower frame 52 Upper frame 53 Notch 54 Opening

Claims (6)

各土嚢袋の底に置き各土嚢袋を格子状に整列させるために用いられる、板状リブで矩形に形成される土嚢袋ガイド枠において、
前記板状リブは、その中央部に形成された矩形孔と、その板状リブ上で前記矩形孔の長手方向の各外側に形成された小孔とを備えたことを特徴とする土嚢袋ガイド枠。
In the sandbag bag guide frame that is placed on the bottom of each sandbag and is used to align the sandbags in a grid, formed in a rectangular shape with plate-like ribs,
The plate-shaped rib includes a rectangular hole formed in a central portion thereof and a small hole formed on the plate-shaped rib on each outer side in the longitudinal direction of the rectangular hole. frame.
前記土嚢袋ガイド枠は、前記相対応する板状リブの中央を相互に接続する梁を備えたことを特徴とする請求項1に記載の土嚢袋ガイド枠。   The sandbag guide frame according to claim 1, wherein the sandbag guide frame includes a beam that connects the centers of the corresponding plate-shaped ribs to each other. 前記板状リブ上の前記小孔に挿入されるピンを有する固定片を備えたことを特徴とする請求項1または2に記載の土嚢袋ガイド枠。   The sandbag guide frame according to claim 1 or 2, further comprising a fixing piece having a pin inserted into the small hole on the plate-like rib. 前記固定片の中央に形成された矩形孔を貫通して前記板状リブ上の矩形孔に挿入される爪を有する接続片を備えたことを特徴とする請求項3に記載の土嚢袋ガイド枠。   The sandbag guide frame according to claim 3, further comprising a connecting piece having a claw that passes through a rectangular hole formed in the center of the fixed piece and is inserted into the rectangular hole on the plate-like rib. . 前記土嚢袋中に置かれた土嚢袋ガイド枠を乗せるために、矩形状に形成された上枠および下枠からなり前記上枠の中間部分に前記接続片を結合するための切り欠きを有するベース枠を備えたことを特徴とする請求項4に記載の土嚢袋ガイド枠。   A base having an upper frame and a lower frame formed in a rectangular shape for placing a sandbag bag guide frame placed in the sandbag bag, and having a notch for joining the connecting piece to an intermediate portion of the upper frame The sandbag guide frame according to claim 4, further comprising a frame. 請求項4記載の土嚢袋ガイド枠を用いた土嚢袋工法であって、前記土嚢袋ガイド枠を中に入れた土嚢袋を複数個整列配置し、
記固定片のピンを土嚢袋の外側から前記ガイド枠の小孔に挿入し、
前記固定片の内部の矩形孔を介して、前記接続片の爪を前記板状リブの矩形孔に挿入することによって各ガイド枠を結合し、
その後に、土嚢袋に資材を入れた後、土嚢袋の締め紐を引いて、土嚢袋の開口を締めることによって、複数の土嚢袋を格子状に整列配置する、ことを特徴とする土嚢袋ガイド枠を用いた土嚢袋工法。
A sandbag bag construction method using the sandbag bag guide frame according to claim 4, wherein a plurality of sandbag bags in which the sandbag bag guide frame is placed are aligned and arranged,
Pins before Symbol solid Johen inserted from the outside of the sandbag the small hole of the guide frame,
Through the rectangular hole of the inside of the fixing piece, combining the guide frame by inserting the nail before Kise' connection piece in a rectangular hole of the previous SL flat ribs,
After that, after putting the material into the sandbag bag, the sandbag bag guide is arranged by arranging a plurality of sandbag bags in a lattice pattern by pulling the strap of the sandbag bag and tightening the opening of the sandbag bag. A sandbag method using a frame.
JP2006243322A 2006-09-07 2006-09-07 Sandbag bag guide frame and sandbag bag construction method using sandbag bag guide frame Active JP4019100B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP2006243322A JP4019100B1 (en) 2006-09-07 2006-09-07 Sandbag bag guide frame and sandbag bag construction method using sandbag bag guide frame
PCT/JP2007/067148 WO2008029771A1 (en) 2006-09-07 2007-09-03 Sandbag guide frame and sandbag construction method employing sandbag guide frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006243322A JP4019100B1 (en) 2006-09-07 2006-09-07 Sandbag bag guide frame and sandbag bag construction method using sandbag bag guide frame

Publications (2)

Publication Number Publication Date
JP4019100B1 true JP4019100B1 (en) 2007-12-05
JP2009287165A JP2009287165A (en) 2009-12-10

Family

ID=38857813

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006243322A Active JP4019100B1 (en) 2006-09-07 2006-09-07 Sandbag bag guide frame and sandbag bag construction method using sandbag bag guide frame

Country Status (2)

Country Link
JP (1) JP4019100B1 (en)
WO (1) WO2008029771A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6161132B2 (en) * 2015-04-06 2017-07-12 有限会社アルコイハラ Manufacturing method of improved ground structure, improved ground structure, ground improvement auxiliary member, ground improvement auxiliary member production kit
JP6718642B2 (en) * 2016-02-03 2020-07-08 前田工繊株式会社 Square sandbag
WO2021068262A1 (en) * 2019-10-12 2021-04-15 南京森淼环保科技有限公司 Artificial soil arch-based shape-adjustable soft foundation reinforcement member
CN111006605B (en) * 2019-12-31 2021-02-05 山东科技大学 Pre-buried type filling body transverse deformation measuring device based on fiber grating sensing
CN111006606B (en) * 2019-12-31 2021-01-05 山东科技大学 On-line monitoring system and monitoring method for deformation of filling body based on fiber bragg grating sensing
CN111006607B (en) * 2019-12-31 2021-01-08 山东科技大学 Filling body transverse deformation on-line monitoring system based on fiber bragg grating sensing
CN111441207B (en) * 2020-04-07 2021-06-22 安徽省交通规划设计研究总院股份有限公司 Soft foundation treatment split type guest grid replacing and filling structure and construction method
CN115142438A (en) * 2021-03-31 2022-10-04 西安景兴祥环境科技有限公司 Cross building block for filling space between building blocks and slope protection with filling space building blocks

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS481121Y1 (en) * 1969-09-17 1973-01-12
JPS5816215U (en) * 1981-07-16 1983-02-01 日本植生株式会社 Molded sandbag bag
JPH05171653A (en) * 1991-12-24 1993-07-09 Oyo Kikaku:Kk Formation method of large-sized trapezoid sandbag and banking slope
JP2000080637A (en) * 1998-06-24 2000-03-21 Kuraray Co Ltd Ground reinforcing structure and ground reinforcing construction

Also Published As

Publication number Publication date
WO2008029771A1 (en) 2008-03-13
JP2009287165A (en) 2009-12-10

Similar Documents

Publication Publication Date Title
JP4019100B1 (en) Sandbag bag guide frame and sandbag bag construction method using sandbag bag guide frame
RU2459903C2 (en) Bag retaining right parallelepiped shape when lifted
JP4304227B1 (en) Auxiliary device for bag filling
US5829915A (en) Flexible formwork
JP3949156B1 (en) Shape retention type lifting cuboid bag
US20070269141A1 (en) Tie Linking Filled Sandbags and Use In a Barrier Formed from Filled Sandbags
JP2015017375A (en) Construction method of retaining wall and retaining wall
CN104704178A (en) Stackable, interlockable building elements and system including such elements
JP3476571B2 (en) Synthetic resin foam block for temporary road and connected body thereof
JP2019082065A (en) Sandbag protection structure
JP2007218077A (en) Sheet member for restraining and reinforcing material
US11933012B2 (en) Shape-retaining hoist type rectangular parallelepiped bag having multistage configuration
JP3880682B2 (en) Lifting devices such as sandbags
JP4171494B2 (en) Sandbag manufacturing equipment
JP2016132960A (en) Construction method of retaining wall structure
JP2000008378A (en) Slope face structure and construction method thereof
JP3000434B2 (en) Sandbag manufacturing method and device
JP3685349B2 (en) Sandbag manufacturing equipment
JP3016009B2 (en) Pile spacer
JP6049442B2 (en) Embankment construction method and reinforced earth wall
JP2022125520A (en) Water cut-off structure
KR20240071200A (en) Breast wall structure
JPH09235731A (en) Grating crib, composite grating crib and execution method of reinforcing banking
KR20130047024A (en) Soil bag
JP2006161426A (en) Backfilling spacer

Legal Events

Date Code Title Description
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: 20070911

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070921

R150 Certificate of patent or registration of utility model

Ref document number: 4019100

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100928

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100928

Year of fee payment: 3

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100928

Year of fee payment: 3

R360 Written notification for declining of transfer of rights

Free format text: JAPANESE INTERMEDIATE CODE: R360

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100928

Year of fee payment: 3

R370 Written measure of declining of transfer procedure

Free format text: JAPANESE INTERMEDIATE CODE: R370

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100928

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110928

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110928

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120928

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130928

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250