JP6502130B2 - Civil engineering construction bag and civil engineering construction structure - Google Patents

Civil engineering construction bag and civil engineering construction structure Download PDF

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JP6502130B2
JP6502130B2 JP2015049418A JP2015049418A JP6502130B2 JP 6502130 B2 JP6502130 B2 JP 6502130B2 JP 2015049418 A JP2015049418 A JP 2015049418A JP 2015049418 A JP2015049418 A JP 2015049418A JP 6502130 B2 JP6502130 B2 JP 6502130B2
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bag
civil engineering
rectangular
holding
filling material
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JP2016169513A (en
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伊藤 修二
修二 伊藤
天野 隆幸
隆幸 天野
高垣 勝彦
勝彦 高垣
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Maeda Kosen Co Ltd
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Maeda Kosen Co Ltd
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本発明は海洋又は陸上における各種土木工事に使用可能な土木工事用袋体及び土木工事用構造体に関し、特に中詰材の変位を拘束しつつ直方体の形状を維持できる、土木工事用袋体及び土木工事用構造体に関する。   The present invention relates to a bag for civil engineering work and a structure for civil engineering work that can be used for various civil engineering works in the ocean or on land, and in particular, a bag for civil engineering work that can maintain the shape of a rectangular parallelepiped while restraining displacement of a filling It relates to a structure for civil engineering work.

巾着状の袋体に中詰材を充填した土木工事用構造体は広く知られている(特許文献1,2)。
又、特許文献3には袋体の底部から口部を通って中繋材を引き出し、底網と上網との間を中繋材で連結した土木工事用構造体が開示されている。
又、特許文献4には可撓性を有する直方体バックに中詰材を封入した直方体を呈する土木工事用構造体が開示されている。
図8を参照して説明すると、直方体バック80は底面81の中心と底面81の四隅に一端を接続した合計5本の吊りベルト82を有していて、これら全ての吊りベルト82を直方体バック80の中心部でひとまとめにして吊り上げ可能にバック外へ引き出している。
DESCRIPTION OF RELATED ART The structure for civil engineering work which filled the filling material in the purse string-like bag body is widely known (patent documents 1, 2).
Further, Patent Document 3 discloses a civil engineering structure in which an intermediate connection material is drawn from the bottom of the bag through the opening, and the bottom mesh and the upper mesh are connected by the intermediate connection material.
Further, Patent Document 4 discloses a civil engineering structure having a rectangular parallelepiped in which a filler material is enclosed in a flexible rectangular parallelepiped bag.
Referring to FIG. 8, the rectangular parallelepiped back 80 has a total of five suspension belts 82 whose ends are connected to the center of the bottom surface 81 and the four corners of the bottom surface 81, and all these suspension belts 82 are rectangular parallelepiped back 80 It is pulled out outside the back to be able to put it together and lift it in the center of the.

実開平1−141815号公報Japanese Utility Model Application Publication No. 1-141815 特開平11−131447号公報Unexamined-Japanese-Patent No. 11-131447 特開2003−129444号公報Unexamined-Japanese-Patent No. 2003-129444 特許第3949156号公報Patent No. 3949156 gazette

上述した土木工事用構造体には次のような問題点がある。
<1>特許文献1,2に記載された従来の土木工事用構造体は、巾着状の袋体の口を紐等で縛って中詰材を移動可能に封入しただけの構造である。
そのため、外力によって中詰材が繰り返し動くことで袋体が早期に摩耗して破損する。
<2>特許文献3に開示の土木工事用構造体は、不陸に対する追従性を確保するために、ある程度の動きを許容する状態で中詰材を封入していた。
そのため、大きな波力等が作用すると袋体の内部で中詰材が動いてしまい、依然として袋体が破損する問題を抱えている。
<3>特許文献3の土木工事用構造体は、中繋材の締付力が袋体全体に均等に伝わらない。
そのため、袋体による中詰材の拘束力は、中繋材から離れるほど弱くなって、中詰材の拘束効果にバラツキを生じる。
<4>特許文献4の土木工事用構造体は、直方体バック80の底面81の剛性が低いために中詰材83の拘束を十分に得られず、吊り上げると中詰材83の自重で底面81の中心部を中心に周縁部が垂れ下がってしまい、二点鎖線で示した吊り上げ前の直方体の形状を維持することができない。
殊に直方体バック80が横長になるほど土木工事用構造体が変形し易い。
The civil engineering structures described above have the following problems.
The conventional civil engineering structures described in <1> Patent Documents 1 and 2 have a structure in which the mouth of a drawstring-like bag body is bound with a string or the like to movably enclose the filling material.
Therefore, the bag material wears and breaks early due to repeated movement of the filling material by external force.
The structure for civil engineering disclosed in <2> Patent Document 3 encloses the filling material in a state where a certain degree of movement is allowed, in order to ensure the followability to non-landing.
Therefore, when a large wave force or the like acts, the filling material moves inside the bag, and the bag still has a problem of breakage.
In the civil engineering structure of <3> Patent Document 3, the tightening force of the intermediate connection material is not evenly transmitted to the entire bag body.
Therefore, the restraining force of the filling material by the bag body becomes weaker as it gets away from the filling material, and the restraining effect of the filling material varies.
The structure for civil engineering work of <4> patent document 4 can not obtain sufficient restraint of the inner packing material 83 because the rigidity of the bottom surface 81 of the rectangular parallelepiped bag 80 is low. The peripheral part hangs down centering on the central part of, and the shape of the rectangular parallelepiped before lifting shown with a dashed-two dotted line can not be maintained.
In particular, the longer the rectangular parallelepiped bag 80 is longer, the easier it is for the civil engineering structure to be deformed.

本発明は以上の点に鑑みて成されたもので、その目的とするところは、次の少なくともひとつの土木工事用袋体及び土木工事用構造体を提供することにある。
<1>中詰材の全体を抱持しつつ直方体の形状を維持できること。
<2>土木工事用袋体の破損防止効果が向上すること。
<3>土木工事用構造体の製作が容易であること。
The present invention has been made in view of the above points, and an object thereof is to provide at least one of the following civil engineering construction bag body and civil engineering construction structure.
<1> Being able to maintain the shape of a rectangular parallelepiped while holding the entire inside filling material.
<2> The damage prevention effect of the bag body for civil engineering works is improved.
<3> It is easy to manufacture the structure for civil engineering work.

本発明は、内部に中詰材を充填して封入する角形リング状の土木工事用袋体であって、中心部に上下を貫通した中央穴を有し、角形リング状の収容空間を有し、該収容空間に中詰材を封入する方形袋と、前記方形袋を介して中詰材の全周に亘って抱持し得るように、基端を前記方形袋の一部に固着し、前記中央穴を通じて方形袋に縦向きに巻装可能な長さを有する複数の抱持バンドとを具備することを特徴とする。
本発明の他の形態において、前記方形袋が中央穴を有する矩形の底面と、底面の内縁を囲繞する内側面と、底面の外縁を囲繞する外側面と、これらの三面で画成した角型リング状の収容空間の上口を閉じる上蓋とを具備する。
本発明の他の形態において、前記抱持バンドの基端を方形袋の内側面に固定し、該抱持バンドの先端側を方形袋の上方へ延出している。
本発明の他の形態において、前記抱持バンドがベルト状物であり、その先端に吊上用のループを形成してある。
本発明の他の形態において、前記方形袋の外面に抱持バンド用の位置決め材を付設してもよい。
本発明は、中詰材を充填した土木工事用構造体であって、前記した土木工事用袋体と、方形袋の角型リング状の収容空間に封入した中詰材とを具備し、収容空間に封入した中詰材の内外全周を被覆して拘束する方形袋と、中央穴を通して方形袋に巻装して締め付ける複数の抱持バンドとにより、中詰材を全周に亘って抱持することで角形硬質塊を形成したことを特徴とする。

The present invention is a rectangular ring-shaped civil engineering bag for filling and sealing an inner filler inside, having a central hole penetrating the upper and lower portions in the central portion, and having a rectangular ring-shaped storage space A rectangular bag enclosing the filler in the storage space, and a base end fixed to a part of the rectangular bag so as to be held over the entire circumference of the filler via the rectangular bag ; And a plurality of holding bands having a length that can be longitudinally wound in a rectangular bag through the central hole.
In another embodiment of the present invention, the rectangular bag has a rectangular bottom surface having a central hole, an inner surface surrounding the inner edge of the bottom surface, an outer surface surrounding the outer edge of the bottom surface, and a rectangular shape defined by these three surfaces. And an upper lid closing the upper opening of the ring-shaped storage space.
In another embodiment of the present invention, the proximal end of the holding band is fixed to the inner surface of the rectangular bag, and the distal end of the holding band extends above the rectangular bag.
In another embodiment of the present invention, the holding band is a belt-like member, and a lifting loop is formed at its tip.
In another embodiment of the present invention, a positioning material for a holding band may be attached to the outer surface of the rectangular bag .
The present invention is a civil engineering structure filled with a filling material, comprising: the above-mentioned bag for civil engineering work; and the filling material enclosed in a rectangular ring-shaped receiving space of a rectangular bag, The filling material is held all around by the rectangular bag which covers and restrains the inner and outer circumferences of the filling material enclosed in the space, and a plurality of holding bands which are wound and tightened in the square bag through the central hole. It is characterized in that a square hard mass is formed by holding.

本発明は次の効果の少なくともひとつを備える。
<1>中詰材の内外全周を被覆して拘束する方形袋と、中央穴を通して方形袋に巻装して締め付ける複数の抱持バンドとを具備する土木工事用袋体を使用することで、中詰材の全体を抱持しつつ、直方体を呈する土木工事用構造体を製作することができる。
<2>方形袋と複数の抱持バンドが協働して中詰材の全体を拘束することで、中詰材を変形不能な角形硬質塊に形成することができる。
したがって、土木工事用構造体の全長に亘って、曲げ強度、圧縮強度、及びせん断強度が非常に高くなる。
<3>方形袋に封入した中詰材の移動を拘束できるので、土木工事用袋体の破損防止効果が向上する。
<4>方形袋の一部に固定した抱持バンドを方形袋に巻き掛けして吊り上げるだけの簡単な作業で以て変形不能な土木工事用構造体を製作することができる。
The present invention has at least one of the following effects.
<1> By using a civil engineering bag body provided with a rectangular bag which covers and restrains all the inner and outer circumferences of the filling material, and a plurality of holding bands which are wound and tightened in the rectangular bag through the central hole The structure for civil engineering work which exhibits a rectangular parallelepiped can be manufactured, holding the whole inside packing material.
When the <2> rectangular bag and the plurality of holding bands cooperate to restrain the entire filling material, the filling material can be formed into a non-deformable rectangular hard mass.
Therefore, the bending strength, the compressive strength and the shear strength are very high over the entire length of the civil engineering structure.
Since the movement of the filling material enclosed in the <3> square bag can be restrained, the damage prevention effect of the bag body for civil engineering works is improved.
It is possible to produce a non-deformable civil engineering structure by a simple operation of winding a holding band fixed to a part of the <4> rectangular bag around the rectangular bag and lifting it.

一部を省略した土木工事用袋体の斜視図A perspective view of a civil engineering bag with a part omitted 一部を破断した土木工事用袋体の底面中心部を下方から見上げた斜視図The perspective view which looked up from the bottom center part of the bottom face of the bag body for civil engineering work which partially fractured 上蓋の形態が異なる土木工事用袋体の説明図Explanatory drawing of the bag body for civil engineering work in which the form of the upper lid differs 一部を破断した土木工事用構造体の斜視図A perspective view of a civil engineering structure partially broken away 抱持バンドの締付け前における土木工事用構造体の斜視図A perspective view of the civil engineering structure before tightening the holding band 吊り上げ時における土木工事用構造体の断面図Cross section of civil engineering structure at the time of lifting 他の実施例の説明図で、抱持バンドの一部を省略した土木工事用構造体の平面図The top view of the structure for civil engineering works which abbreviate | omitted a part of holding band by explanatory drawing of another Example 本発明が前提とする土木工事用袋体の断面モデル図Cross-sectional model view of a bag for civil engineering work on which the present invention is premised

以下に図面を参照しながら本発明の実施例について説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

<1>土木工事用袋体(図1)
土木工事用袋体10は、中央穴21を有する方形袋20と、方形袋20の中央穴21に面する内側面22に一端を固着した複数の抱持バンド40とを具備する。
<1> A bag for civil engineering work (Figure 1)
The civil engineering bag 10 comprises a rectangular bag 20 having a central hole 21 and a plurality of holding bands 40 having one end fixed to the inner surface 22 facing the central hole 21 of the rectangular bag 20.

<2>土木工事用構造体(図3,4)
土木工事用構造体Aは土木工事用袋体10と、方形袋20の収容空間26内に収容する中詰材40とを具備する。
<2> Structure for civil engineering works (Figures 3, 4)
The civil engineering structure A includes a civil engineering bag 10 and a packing material 40 accommodated in the accommodation space 26 of the square bag 20.

<3>方形袋(図1,2)
方形袋20は、中央に角形の中央穴21を有する矩形の底面23と、底面23の内縁を囲繞する内側面22と、底面23の外縁を囲繞する外側面24と、外側面24の各側面上縁から延びる4つの上蓋25とを具備し、その内部に角型リング状の収容空間26を形成している。
内側面22の高さは外側面24の高さと等しい。
外側面24の各外側面には抱持バンド40を挿通して横移動を規制する単数又は複数の位置決め材28を有している。
本例では内側面24で囲繞された中央穴21内に柱状の硬質キーパ27を収容した形態を示すが、硬質キーパ27は方形袋20内に中詰材40を投入するときに中央穴21を確保するための型材に過ぎないから、必須ではなく省略してもよい。
<3> Square bag (Figures 1 and 2)
The rectangular bag 20 has a rectangular bottom surface 23 having a square central hole 21 at its center, an inner side surface 22 surrounding the inner edge of the bottom surface 23, an outer side surface 24 surrounding the outer edge of the bottom surface 23, and side surfaces of the outer side surface 24 It has four upper lids 25 extending from the upper edge, and a rectangular ring-shaped receiving space 26 is formed in its inside.
The height of the inner surface 22 is equal to the height of the outer surface 24.
Each outer side surface of the outer side surface 24 has one or more positioning members 28 for inserting the holding band 40 and restricting the lateral movement.
In this example, the columnar hard keeper 27 is accommodated in the central hole 21 surrounded by the inner side surface 24. However, when the rigid keeper 27 inserts the filling material 40 into the rectangular bag 20, the central hole 21 is Since it is only a mold material for securing, it is not essential and may be omitted.

<3.1>方形袋の平面形状
本例では方形袋20の平面形状が正方形である場合について示すが、長方形であってもよい。
<3.1> Planar Shape of Rectangular Bag In this example, the planar shape of the rectangular bag 20 is square, but it may be rectangular.

<3.2>方形袋の寸法
本例では方形袋20の高さが方形袋20の一辺の長さより小さい寸法関係にある場合を示すが、方形袋20の高さは方形袋20の一辺の長さと同じかそれ以上であってもよい。方形袋20の縦横高さの各寸法は土木工事用構造体Aの使途や中詰材40の種類に応じて適宜選択する。
内側面24の各側面の一辺の長さは、土木工事用構造体Aの使途に応じて適宜選択する。
<3.2> Dimensions of the Square Bag In this example, the height of the square bag 20 is smaller than the length of one side of the square bag 20, but the height of the square bag 20 is one side of the square bag 20. It may be the same as or longer than the length. Each dimension of the vertical and horizontal heights of the rectangular bag 20 is appropriately selected in accordance with the use of the civil engineering structure A and the type of the filling material 40.
The length of one side of each side surface of the inner side surface 24 is appropriately selected according to the use of the civil engineering structure A.

<3.3>方形袋の素材
方形袋20は可撓性及び耐久性に優れた合成繊維製の網体、シート状物、又はこれらの組み合せでもよい。透水性又は非透水性(遮水性)の素材、或いは伸縮性又は非伸縮性の素材でもよい。
方形袋20の素材は土木工事用構造体Aの使途や中詰材40の種類に応じて適宜選択する。
Material of <3.3> Square Bag The square bag 20 may be a mesh made of a synthetic fiber having excellent flexibility and durability, a sheet, or a combination thereof. It may be a water-permeable or water-impermeable (water-impermeable) material, or an elastic or non-elastic material.
The material of the rectangular bag 20 is appropriately selected according to the use of the civil engineering structure A and the type of the filling material 40.

<3.4>上蓋
上蓋25は収容空間26の上口を閉鎖できればよいから、図3の(a)に示すように中央に窓穴25aを有する一枚の上蓋25や、図3の(b)に示すように対向辺の中央に切欠25bを形成した二枚の枚の上蓋25であってもよい。
<3.4> Upper Lid As the upper lid 25 only needs to close the upper opening of the accommodation space 26, as shown in (a) of FIG. 3, one upper lid 25 having a window hole 25a at the center or The upper lid 25 may have two notches 25b formed at the centers of the opposite sides as shown in FIG.

<4>抱持バンド
抱持バンド40は中央穴21を介して土木工事用構造体Aの全周を縦方向に巻装して抱持可能な部材であって、方形袋20の上蓋25のロック機能、方形袋20を介した中詰材40の抱持機能、及び土木工事用構造体Aの吊り機能を有する。
各抱持バンド40の基端は方形袋20の内側面22の各側面に縫合、融着、又は接着等により一体に固着されている。
各抱持バンド40の先端部には吊上用のループ31が形成してある。
<4> Holding Band The holding band 40 is a member which can be held by winding the entire circumference of the civil engineering structure A in the longitudinal direction through the central hole 21 and is a member of the upper cover 25 of the rectangular bag 20. It has a locking function, a holding function of the filling material 40 through the square bag 20, and a lifting function of the civil engineering structure A.
The proximal end of each holding band 40 is integrally fixed to each side surface of the inner side surface 22 of the rectangular bag 20 by stitching, fusion or adhesion.
At the tip of each holding band 40, a lifting loop 31 is formed.

<4.1>抱持バンドの素材
抱持バンド40は可撓性を有する繊維、樹脂等からなり、その形態は図示したベルト状物に限定されずロープ状物又は紐状物であってもよい。
<4.1> Material of Holding Band The holding band 40 is made of a flexible fiber, a resin, etc., and the form thereof is not limited to the illustrated belt-like material but may be a rope-like material or a string-like material. Good.

<4.2>抱持バンドの全長
抱持バンド40は中央穴21を介して土木工事用構造体Aの全周を一周、又は複数周を巻装可能な全長を有する。
<4.2> Full Length of Holding Band The holding band 40 has a total length capable of winding one round or a plurality of rounds of the entire circumference of the civil engineering structure A via the central hole 21.

<4.3>抱持バンドの基端の固定位置
本例では、各抱持バンド40の基端を方形袋20の内側面22に固着した形態について説明するが、各抱持バンド40の基端の固定位置はこの形態に限定されない。
他の形態としては、各抱持バンド40の基端を方形袋20の底面23と内側面22の二面に跨って固定するか、又は方形袋20の外側面24、底面23、及び内側面22の三面に跨って固定することも可能である。
要は、各抱持バンド40の基端が上蓋25を除いた方形袋20の一部に固定してあり、抱持バンド40の先端(遊端)側が中央穴21を通じて上向きに延出できる構成であればよい。
<4.3> Fixing Position of Base End of Holding Band In this example, a mode in which the base end of each holding band 40 is fixed to the inner side surface 22 of the rectangular bag 20 will be described. The fixed position of the end is not limited to this form.
As another form, the proximal end of each holding band 40 is fixed across the two surfaces of the bottom surface 23 and the inner surface 22 of the rectangular bag 20, or the outer surface 24, the bottom surface 23, and the inner surface of the rectangular bag 20. It is also possible to fix over 22 three sides.
The point is that the proximal end of each holding band 40 is fixed to a part of the rectangular bag 20 excluding the upper lid 25, and the tip (free end) side of the holding band 40 can extend upward through the central hole 21. If it is

<5>中詰材
中詰材40は圧縮変形しない硬質粒体であり、例えば、砕石や玉石等の骨材、軽量骨材、コンクリートガラ、焼却灰の造粒物、土砂等を使用できる。
中詰材40の素材、比重、サイズ等は、土木工事用構造体Aの使途に応じて適宜選択する。
<5> Filling material The filling material 40 is a hard granular material which is not compressively deformed, and, for example, aggregates such as crushed stone and cobbles, lightweight aggregates, concrete shells, granulated matter of incineration ash, soil, etc. can be used.
The material, specific gravity, size and the like of the filling material 40 are appropriately selected in accordance with the use of the civil engineering construction structure A.

[土木工事用構造体の製作方法]
つぎに土木工事用構造体Aの製作方法の一例について説明する。
[Method of producing structure for civil engineering work]
Next, an example of a method of producing the civil engineering work structure A will be described.

<1>中詰材の充填(図5)
方形袋20の上口を開放した状態で収容空間26の全域に満杯になるまで中詰材40を充填する。
中詰材40の充填作業の際に、作業の邪魔にならないように、抱持バンド30や上蓋25は除けておく。
又、図示しない製作枠を使用して方形袋20の立体形状を保持すると、中詰材40の充填作業を円滑に行える。
<1> Filling of filling material (Fig. 5)
With the upper opening of the rectangular bag 20 open, the filling material 40 is filled until the entire space 26 is full.
The holding band 30 and the upper lid 25 are removed so as not to disturb the work during the filling work of the filling material 40.
In addition, when the three-dimensional shape of the rectangular bag 20 is maintained using a manufacturing frame (not shown), the filling operation of the filling material 40 can be smoothly performed.

<2>上蓋の閉鎖(図5)
つぎに方形袋20の上蓋25を被せて収容空間26を閉じる。
最終的に抱持バンド30が閉じた上蓋25をロックするため、上蓋25を固定するための専用ロック手段は不要である。
<2> Closing the upper lid (Figure 5)
Next, the upper lid 25 of the square bag 20 is put on it to close the storage space 26.
In order to finally lock the upper lid 25 with the holding band 30 closed, a dedicated locking means for fixing the upper lid 25 is unnecessary.

<3>抱持バンドの巻装(図3,4)
つぎに方形袋20の中央穴21から上方へ延出した各抱持バンド30を方形袋20の外周面に縦向きに一周、又は複数周を巻き掛け、各抱持バンド30の先端を中央穴21から上方へ向けて引き出す。
この際、方形袋20の外側面に設けた位置決め材28に抱持バンド40を挿通させて抱持バンド40の横移動を規制する。
又、方形袋20の底面23を支持する製作枠の支持面に予めスペーサを設けておくか、又は製作枠の支持面に予め帯状の切欠を設けておくことで、底面23と支持面との間に形成した帯状の挿通空間を利用して抱持バンド40を容易に巻き付けることが可能である。
<3> Wrapping band (Fig. 3, 4)
Next, each holding band 30 extending upward from the central hole 21 of the rectangular bag 20 is wound around the outer peripheral surface of the rectangular bag 20 vertically or horizontally, and the tip of each holding band 30 is formed as a central hole Pull out from 21 upwards.
At this time, the holding band 40 is inserted into the positioning member 28 provided on the outer surface of the rectangular bag 20 to restrict the lateral movement of the holding band 40.
Alternatively, a spacer may be provided in advance on the support surface of the production frame that supports the bottom surface 23 of the rectangular bag 20, or a strip-shaped notch may be provided in advance on the support surface of the production frame. The holding band 40 can be easily wound using a band-like insertion space formed therebetween.

<4>抱持バンドの締付け(図6)
中央穴21から上方に延出する各抱持バンド30のループ31をクレーン車のフックに係留して吊り上げて土木工事用構造体Aの製作を完了する。
各抱持バンド30のループ31を吊り上げると、中詰材40の自重により各抱持バンド30が滑動しながら方形袋20を介して内部の中詰材40を面的に締め付けていく。
そのため、方形袋20及び複数の抱持バンド30を介して締め付けられた中詰材40は、変形不能な角形硬質塊40aに変質する。
自重を利用して中詰材40の締め付けできるので、専用の締付装置は不要である。
<4> Tightening of holding band (Fig. 6)
The loops 31 of the holding bands 30 extending upward from the central hole 21 are moored on the hooks of a crane and lifted to complete the construction of the civil engineering structure A.
When the loops 31 of the holding bands 30 are lifted, the holding bands 30 slide by means of the weight of the inner packing material 40, and the inner packing material 40 is tightened in an area via the square bag 20.
Therefore, the filling material 40 tightened through the rectangular bag 20 and the plurality of holding bands 30 is transformed into a non-deformable rectangular hard mass 40 a.
Since the self-weight can be used to clamp the filling material 40, a dedicated clamping device is not necessary.

このようにして製作した土木工事用構造体Aは、そのまま設置現場へ運搬するか、ストックヤードに仮置きし、海洋又は陸上における所望の土木工事に使用する。   The civil engineering structure A manufactured in this manner is transported to the installation site as it is or temporarily placed in a stock yard, and used for desired civil engineering work on the ocean or on the land.

<5>中詰材の拘束効果が高い理由
本発明は、従来の土木工事用構造体のような中詰材の外周のみを袋体で被覆する構造ではなく、又、袋体の底面をベルト部材で吊り上げて支持する構造でもない。
本発明では、角型リング状に封入した中詰材40の内外全周を被覆して拘束する方形袋20と、中央穴21を通して方形袋20に縦向きに巻き付けて締め付ける複数の抱持バンド30との組み合せによって、中詰材40の拘束効果を高めたものである。
すなわち、抱持バンド30は方形袋20の内側面22、上蓋25、外側面24、及び底面23の四面に跨って包囲し、これらの四面を均等な力で締め付けることが可能である。抱持バンド30による締付力は方形袋20を介して中詰材40の全体へ伝えられる。
そのため、中詰材40の表層だけでなくその中心部においても中詰材40の粒子が互いに噛み合って(インターロッキング効果)角形硬質塊40aを形成するため、方形の全体形状を保持できるだけでなく、角形硬質塊40aの全長に亘って、曲げ強度、圧縮強度、及びせん断強度が非常に高くなる。
<5> The reason for the high restraint effect of the filling material The present invention does not cover only the outer periphery of the filling material like the conventional civil engineering construction structure with a bag, but it is also possible to belt the bottom of the bag It is not a structure that is lifted and supported by a member.
In the present invention, the rectangular bag 20 covers and restrains the entire inner and outer peripheries of the inner filling material 40 enclosed in a square ring shape, and a plurality of retaining bands 30 longitudinally wound and tightened on the rectangular bag 20 through the central hole 21. In combination with the above, the restraining effect of the filler 40 is enhanced.
That is, the holding band 30 can be surrounded across the four sides of the inner side surface 22, the upper lid 25, the outer side surface 24 and the bottom surface 23 of the rectangular bag 20, and these four sides can be tightened with an equal force. The clamping force by the holding band 30 is transmitted to the entire filling material 40 via the rectangular bag 20.
Therefore, not only the entire shape of the square can be maintained because the particles of the inner filler 40 mesh with each other (interlocking effect) not only at the surface of the inner filler 40 but also at the center thereof (interlocking effect) Bending strength, compressive strength, and shear strength become very high over the entire length of the square hard mass 40a.

<6>抱持バンドを土木工事用構造体の中心部から引き出した理由
抱持袋20の中心穴21を通過させた抱持バンド30の巻付け方向を逆にして、複数の抱持バンド30の先端を抱持袋20の外方(外側面24)側から引き出して吊り上げることも可能である。
この状態で吊り上げると、大きな曲げモーメントがはたらき土木工事用構造体Aが皿状に反り返ってしまう。
土木工事用構造体Aの反り返りは、平らな設置場所に土木工事用構造体Aを据え付けたときに抱持力が緩む原因となる。
これに対し、抱持袋20の中心穴21から複数の抱持バンド30を引き出して吊り上げると、曲げモーメントが小さくなって土木工事用構造体Aが皿状に反り返えることを効果的に抑制できる。
<6> Reasons for Pulling out the Holding Band from the Center of the Civil Engineering Structure Body The holding direction of the holding band 30 which has passed through the center hole 21 of the holding bag 20 is reversed, and a plurality of holding bands 30 are obtained. It is also possible to pull out the tip of the tip from the outer side (outer side surface 24) side of the holding bag 20 and lift it.
When it is lifted in this state, a large bending moment works to cause the civil engineering structure A to be bent like a dish.
The warping of the civil engineering structure A causes loosening of the holding force when the civil engineering structure A is installed at a flat installation place.
On the other hand, when a plurality of holding bands 30 are pulled out from the center hole 21 of the holding bag 20 and lifted, the bending moment becomes small and the civil engineering structure A is effectively prevented from being bent in a dish shape. it can.

[土木工事用構造体の機能]
<1>方形袋の破損防止(図3)
既述した土木工事用構造体Aは、従来と比べて方形袋20による中詰材40の抱持面積を大きく確保できるから、中詰材40の自由な動きを確実、かつ効果的に拘束することができる。
したがって、中詰材40の自由な動きに起因した方形袋20の摩耗を防止して、方形袋20の耐久性が格段に向上する。
[Function of structure for civil engineering work]
<1> Prevention of breakage of square bag (Figure 3)
Since the above-described civil engineering construction body A can secure a large holding area of the filling material 40 by the square bag 20 compared to the conventional case, the free movement of the filling material 40 is reliably and effectively restrained. be able to.
Therefore, the wear of the rectangular bag 20 due to the free movement of the filling material 40 is prevented, and the durability of the rectangular bag 20 is significantly improved.

例えば、単なる袋体に中詰材を満杯に詰め込み、袋体の上口を閉じることで中詰材の外周面を拘束可能であるが、袋詰めした中詰材と袋体との接触面積を大きく確保できない。そのために、中詰材の表層と中心部で拘束力にバラツキを生じる。   For example, it is possible to restrain the outer peripheral surface of the filling material by filling the filling material fully in a simple bag and closing the top of the bag, but the contact area between the filling material and the bag It can not be secured large. For this reason, the binding force varies between the surface layer and the central portion of the filling material.

これに対して本発明では、中詰材40と袋体の接触面積に着目し、中央穴21を有する方形袋20と、複数の抱持バンド30を併用することで、中詰材40の抱持面積(拘束面積)を大きく確保するようにした。
本発明の土木工事用構造体Aと、巾着状の袋体に中詰材を詰め込んだ従来の土木工事用構造体とを比較した場合、両構造体の中詰材40が同量であれば、本発明の土木工事用構造体Aは従来と比べて中詰材40との抱持面積が格段に大きくなる。
したがって、土木工事用構造体Aでは、中詰材40の表層と中心部で抱持力にバラツキを生じないだけでなく、土木工事用構造体Aを海洋に設置した場合でも中詰材40の自由な変位を確実に拘束できるから、方形袋20の摩耗による破損を長期間に亘って防止することができる。
On the other hand, in the present invention, focusing on the contact area of the filling material 40 and the bag body, the holding of the filling material 40 is achieved by using the rectangular bag 20 having the central hole 21 and the plurality of holding bands 30 in combination. We secured a large holding area (restricted area).
When the civil engineering construction A of the present invention is compared with the conventional civil engineering construction in which the inner packing material is stuffed in a drawstring-like bag, if the amount of the inner packing material 40 in both constructions is the same. In the civil engineering structure A of the present invention, the holding area with the inner filler 40 becomes significantly larger than that in the prior art.
Therefore, in the civil engineering work structure A, not only does no variation occur in the holding power between the surface layer and the central portion of the hollow packing material 40, but also when the civil engineering construction structure A is installed in the ocean Since the free displacement can be reliably restrained, breakage due to abrasion of the rectangular bag 20 can be prevented for a long time.

<2>土木工事用構造体の変形防止
既述したように土木工事用袋体10による中詰材40の抱持(拘束)作用は、方形袋20に封入した中詰材40の表層だけでなく、中心部にも伝わって、中詰材40を面的に抱持(拘束)して角形硬質塊40aを形成する。
したがって、土木工事用構造体Aはその断面形状が変形し難くなるだけでなく、土木工事用構造体Aの全体形状も変形し難くなるため、例えば大きな波浪が作用する現場へ設置した場合でも、土木工事用構造体Aが設置場所から移動し難くなる。
<2> Prevention of deformation of civil engineering structure As described above, the holding (restraining) action of the inner filling material 40 by the civil engineering bag 10 is limited to the surface layer of the inner filling material 40 enclosed in the square bag 20. Instead, it is also transmitted to the central portion, and the inner filling material 40 is held face to face (restrained) to form the square hard lump 40a.
Therefore, not only the cross-sectional shape of the civil engineering structure A becomes difficult to deform, but the overall shape of the civil engineering structure A also becomes difficult to deform, so for example, even when installed at a site where large waves act. It becomes difficult for the civil engineering construction structure A to move from the installation location.

[他の実施例]
以降に他の実施例について説明するが、その説明に際し、前記した実施例と同一の部位は同一の符号を付してその詳しい説明を省略する。
[Other embodiments]
Hereinafter, other embodiments will be described, but in the description, the same parts as those of the above-described embodiments are denoted by the same reference numerals, and the detailed description thereof will be omitted.

<1>方形袋の一辺に複数の抱持バンドを巻装した実施例(図7)
先の実施例では、角型リング状を呈する方形袋20の各辺にそれぞれ一つの抱持バンド40を巻装した形態について説明したが、方形袋20の各辺にそれぞれ複数の抱持バンド40を横列させて巻装することも可能である。
図7では方形袋20の各辺に間隔を隔てて2つの抱持バンド40を巻装した形態を示すが、3つ以上であってもよい。
又、方形袋20の平面形状が長方形を呈する場合は、各辺における抱持バンド40の巻装数を変えてもよい。
尚、各抱持バンド40の基端を内側面22に固定することは先の実施例と同様である。
Example in which a plurality of holding bands are wound on one side of a <1> rectangular bag (FIG. 7)
In the above embodiment, although the holding band 40 is wound around each side of the rectangular bag 20 having a rectangular ring shape, a plurality of holding bands 40 are provided on each side of the rectangular bag 20. It is also possible to roll and lay in a row.
Although FIG. 7 shows a configuration in which two holding bands 40 are wound at intervals on each side of the rectangular bag 20, it may be three or more.
In addition, when the planar shape of the rectangular bag 20 has a rectangular shape, the number of windings of the holding band 40 on each side may be changed.
Fixing the proximal end of each holding band 40 to the inner surface 22 is the same as that of the previous embodiment.

本例にあっては、中詰材40の抱持範囲が横方向に拡張するので、土木工事用構造体Aが大型化した場合に好適である。
複数本のを固着してもよい。
In this example, since the holding range of the filling material 40 is expanded in the lateral direction, it is suitable when the civil engineering structure A is enlarged.
You may stick two or more.

<2>抱持バンドの緩みを防止した実施例
方形袋20及び複数の抱持バンド30を介して締め付けられた角形硬質塊40aは、抱持バンド30が多少緩んでもその形状保持性能は急激に落ちることはないが、土木工事用構造体Aの形状保持効果を持続するため、中詰材40の締め付けを終えた抱持バンド30を固定して抱持バンド30の締付力を保持するようにしてもよい。
抱持バンド30の固定手段としては、例えば、中詰材40に図外の固定ピンを打ち込んで抱持バンド30を固定したり、抱持バンド30の重合部を公知のベルト固定具で摺動不能に把持したりして抱持バンド30の緩みを防止することができる。
<2> An embodiment in which the holding band is prevented from loosening The rectangular hard mass 40a tightened through the rectangular bag 20 and the plurality of holding bands 30 has a sharp shape holding performance even if the holding band 30 is somewhat loosened. Although it does not fall, in order to maintain the shape-retaining effect of the civil engineering structure A, the holding band 30 having finished tightening of the filling material 40 is fixed so as to hold the tightening force of the holding band 30. You may
As a fixing means of the holding band 30, for example, a fixing pin (not shown) is driven into the filling material 40 to fix the holding band 30, or the polymerization portion of the holding band 30 is slid by a known belt fixing tool It is possible to prevent the holding band 30 from being loosened by holding it in an impossible manner.

本例にあっては、製作済の土木工事用構造体Aを運搬移動する場合や、波力や振動等の外力が繰り返し作用する現場へ設置した場合に、抱持バンド30の緩みを確実に防止することができる。   In this example, when carrying and moving the manufactured civil engineering structure A, or when installing it on a site where an external force such as wave force or vibration acts repeatedly, the holding band 30 is surely loosened. It can be prevented.

A・・・・・・土木工事用構造体
10・・・・・土木工事用袋体
20・・・・・方形袋
21・・・・・方形袋の中央穴
22・・・・・方形袋の内側面
23・・・・・方形袋の底面
24・・・・・方形袋の外側面
25・・・・・方形袋の上蓋
26・・・・・方形袋の収容空間
28・・・・・抱持バンドの位置決め材
30・・・・・抱持バンド
40・・・・・中詰材
40a・・・・角形硬質塊
A · · · · · · civil engineering structures for 10 ----- central bore 22 ----- square bag civil engineering bag body 20 ----- rectangular bag 21 ----- square bag Inner surface 23 of the bottom of the rectangular bag 24 Outer surface of the rectangular bag 25 Upper cover of the rectangular bag 26 Storage space 28 of the rectangular bag 28 positioning material 30-embracing band ..... embracing band 40 ..... during the filling material 40a ···· square hard lump

Claims (6)

内部に中詰材を充填して封入する角形リング状の土木工事用袋体であって、
中心部に上下を貫通した中央穴を有し、角形リング状の収容空間を有し、該収容空間に中詰材を封入する方形袋と、
前記方形袋を介して中詰材の全周に亘って抱持し得るように、基端を前記方形袋の一部に固着し、前記中央穴を通じて方形袋に縦向きに巻装可能な長さを有する複数の抱持バンドとを具備することを特徴とする、
土木工事用袋体。
A square ring-shaped civil engineering bag that is filled with an inner filler and sealed.
A rectangular bag having a central hole penetrating the upper and lower portions in the central portion, and having a rectangular ring-shaped storage space, in which the packing material is enclosed in the storage space;
The proximal end is fixed to a part of the rectangular bag so as to be held around the entire circumference of the filling material via the rectangular bag, and the length which can be longitudinally wound on the rectangular bag through the central hole And a plurality of holding bands having
Civil engineering construction bag body.
前記方形袋が中央穴を有する矩形の底面と、底面の内縁を囲繞する内側面と、底面の外縁を囲繞する外側面と、これらの三面で画成した角型リング状の収容空間の上口を閉じる上蓋とを具備することを特徴とする、請求項1に記載の土木工事用袋体。   The rectangular bag has a central hole, a rectangular bottom, an inner surface surrounding the inner edge of the bottom, an outer surface surrounding the outer edge of the bottom, and an upper opening of a rectangular ring-shaped storage space defined by these three surfaces. The civil engineering bag according to claim 1, further comprising: an upper lid for closing the cover. 前記抱持バンドの基端を方形袋の内側面に固定し、該抱持バンドの先端側を方形袋の上方へ延出したことを特徴とする、請求項2に記載の土木工事用袋体。   The civil engineering bag according to claim 2, wherein the proximal end of the holding band is fixed to the inner surface of the rectangular bag, and the distal end side of the holding band extends above the rectangular bag. . 前記抱持バンドがベルト状物であり、その先端に吊上用のループを形成したことを特徴とする、請求項1乃至3の何れか一項に記載の土木工事用袋体。   The civil engineering bag according to any one of claims 1 to 3, wherein the holding band is a belt-like material, and a lifting loop is formed at an end thereof. 前記方形袋の外面に抱持バンド用の位置決め材を付設したことを特徴とする、請求項1乃至3の何れか一項に記載の土木工事用袋体。 The civil engineering bag according to any one of claims 1 to 3, wherein a positioning material for a holding band is attached to an outer surface of the rectangular bag . 中詰材を充填した土木工事用構造体であって、
前記請求項1乃至5の何れか一項に記載の土木工事用袋体と、
方形袋の角型リング状の収容空間に封入した中詰材とを具備し、
収容空間に封入した中詰材の内外全周を被覆して拘束する方形袋と、中央穴を通して方形袋に巻装して締め付ける複数の抱持バンドとにより、中詰材を全周に亘って抱持することで角形硬質塊を形成したことを特徴とする、
土木工事用構造体。
A civil engineering structure filled with filling material,
A bag body for civil engineering work according to any one of the preceding claims 1 to 5;
And a filling material enclosed in a rectangular ring-shaped receiving space of the rectangular bag;
The filling material is wrapped around the entire circumference by the rectangular bag which covers and restrains the inner and outer circumferences of the filling material enclosed in the accommodation space, and a plurality of holding bands which are wound and tightened in the square bag through the central hole. It is characterized by forming a square hard mass by holding it,
Structure for civil engineering work.
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