JP2016169513A - Bag body for civil engineering work, and structure for civil engineering work - Google Patents

Bag body for civil engineering work, and structure for civil engineering work Download PDF

Info

Publication number
JP2016169513A
JP2016169513A JP2015049418A JP2015049418A JP2016169513A JP 2016169513 A JP2016169513 A JP 2016169513A JP 2015049418 A JP2015049418 A JP 2015049418A JP 2015049418 A JP2015049418 A JP 2015049418A JP 2016169513 A JP2016169513 A JP 2016169513A
Authority
JP
Japan
Prior art keywords
bag
civil engineering
filling material
rectangular
holding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2015049418A
Other languages
Japanese (ja)
Other versions
JP6502130B2 (en
Inventor
伊藤 修二
Shuji Ito
修二 伊藤
天野 隆幸
Takayuki Amano
隆幸 天野
高垣 勝彦
Katsuhiko Takagaki
勝彦 高垣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maeda Kosen Co Ltd
Original Assignee
Maeda Kosen Co Ltd
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 Maeda Kosen Co Ltd filed Critical Maeda Kosen Co Ltd
Priority to JP2015049418A priority Critical patent/JP6502130B2/en
Publication of JP2016169513A publication Critical patent/JP2016169513A/en
Application granted granted Critical
Publication of JP6502130B2 publication Critical patent/JP6502130B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a bag body for civil engineering work, which can maintain a shape of a rectangular parallelepiped while embracing the whole of a fitter, and a structure for the civil engineering work.SOLUTION: A bag body for civil engineering work includes a square bag 20 with a central hole 21, and a plurality of embracing bands 30 that have base ends fixed to a part of the bag body 20. The entire perimeter of the filler 40 can be embraced by vertically winding the plurality of embracing bands 30 around the square bag through the central hole 21.SELECTED DRAWING: Figure 4

Description

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 civil engineering bag and a civil engineering structure that can be used for various civil engineering works in the ocean or land, and in particular, a civil engineering bag that can maintain the shape of a rectangular parallelepiped while restraining the displacement of the filling material, and The present invention relates to a civil engineering structure.

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。
Civil engineering structures in which a drawstring bag is filled with a filling material are widely known (Patent Documents 1 and 2).
Patent Document 3 discloses a civil engineering structure in which an intermediate connecting material is pulled out from the bottom of a bag body through an opening, and the bottom net and the upper net are connected by an intermediate connecting material.
Patent Document 4 discloses a civil engineering structure that presents a rectangular parallelepiped in which a filling 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 connected at one end to the center of the bottom surface 81 and the four corners of the bottom surface 81, and all these suspension belts 82 are connected to the rectangular parallelepiped back 80. It is pulled out of the back so that it can be lifted together in the center of the bag.

実開平1−141815号公報Japanese Utility Model Publication 1-1141815 特開平11−131447号公報JP-A-11-131447 特開2003−129444号公報JP 2003-129444 A 特許第3949156号公報Japanese Patent No. 3949156

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 above-mentioned civil engineering structure has the following problems.
<1> Conventional civil engineering structures described in Patent Documents 1 and 2 have a structure in which an opening of a purse-like bag body is tied with a string or the like and a filling material is movably enclosed.
For this reason, the bag is worn out and damaged early due to repeated movement of the filling material by external force.
<2> The civil engineering structure disclosed in Patent Document 3 encloses the filling material in a state in which a certain degree of movement is allowed in order to ensure followability against unevenness.
For this reason, when a large wave force or the like acts, the filling material moves inside the bag body, and the bag body still has a problem of being damaged.
<3> In the civil engineering structure of Patent Document 3, the tightening force of the intermediate connecting material is not evenly transmitted to the entire bag body.
For this reason, the restraining force of the filling material by the bag body becomes weaker as the distance from the middle connecting material increases, resulting in variations in the restraining effect of the filling material.
<4> The civil engineering structure of Patent Document 4 cannot sufficiently restrain the filling material 83 because the bottom surface 81 of the rectangular parallelepiped bag 80 has low rigidity. The peripheral part hangs down around the center part of this, and the shape of the rectangular parallelepiped before lifting shown by the two-dot chain line cannot be maintained.
In particular, the civil engineering structure is more likely to be deformed as the rectangular parallelepiped back 80 becomes longer horizontally.

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. An object of the present invention is to provide at least one civil engineering construction bag and civil engineering structure.
<1> The shape of a rectangular parallelepiped can be maintained while holding the entire filling material.
<2> The effect of preventing damage to the civil engineering pouch is improved.
<3> The construction of civil engineering structures is easy.

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、基端を前記袋体の一部に固着し、前記中央穴を通じて袋体を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、前記抱持バンド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 square ring-shaped civil engineering bag body filled with a filling material inside and having a central hole penetrating vertically at the center and having a square ring-shaped accommodation space. A base bag that encloses the filling material in the housing space, and a base end is fixed to a part of the bag body so that it can be held over the entire circumference of the filling material via the rectangular bag, A plurality of holding bands having a length capable of winding the bag body vertically through the central hole.
In another aspect 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 square shape defined by these three surfaces. And an upper lid for closing the upper opening of the ring-shaped accommodation space.
In another embodiment of the present invention, the base end of the holding band is fixed to the inner side surface of the square bag, and the front end side of the holding band extends upward from the square bag.
In another embodiment of the present invention, the holding band is a belt-like object, and a lifting loop is formed at the tip thereof.
In another embodiment of the present invention, a holding member for the holding band may be provided on the outer surface of the holding band.
The present invention is a civil engineering structure filled with a filling material, comprising the above-described civil engineering bag body, and a filling material enclosed in a rectangular ring-shaped accommodation space of a rectangular bag, and accommodated therein. A rectangular bag that covers and restrains the inner and outer circumferences of the filling material enclosed in the space and a plurality of holding bands that are wound and tightened around the rectangular bag through the central hole, hold the filling material over the entire circumference. It is characterized by forming a square hard lump 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 bag for civil engineering comprising a rectangular bag that covers and restrains the inner and outer circumferences of the filling material, and a plurality of holding bands that are wound and tightened around the rectangular bag through the central hole. It is possible to produce a structure for civil engineering work that presents a rectangular parallelepiped while embracing the entire filling material.
<2> The square bag and the plurality of holding bands cooperate to restrain the entire filling material, whereby the filling material can be formed into a square hard mass that cannot be deformed.
Therefore, the bending strength, compressive strength, and shear strength are very high over the entire length of the civil engineering structure.
<3> Since the movement of the filling material enclosed in the rectangular bag can be restrained, the damage prevention effect of the civil engineering bag body is improved.
<4> A civil engineering structure that cannot be deformed can be manufactured by a simple operation of wrapping a holding band fixed to a part of a 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Perspective view of a civil engineering pouch 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 lower part center part of the bottom for a civil engineering construction bag body partly broken 上蓋の形態が異なる土木工事用袋体の説明図Explanatory drawing of a civil engineering construction bag with a different top cover 一部を破断した土木工事用構造体の斜視図Perspective view of a civil engineering structure with a part 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 hug band 吊り上げ時における土木工事用構造体の断面図Sectional view of the civil engineering structure during 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 work which abbreviate | omitted a part of holding band in 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 diagram of a civil engineering construction bag assumed by the present invention

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。   Embodiments of the present invention will be described below 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> Civil engineering bag (Figure 1)
The civil engineering bag body 10 includes a rectangular bag 20 having a central hole 21 and a plurality of holding bands 40 having one end fixed to an 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> Civil engineering structures (Figs. 3 and 4)
The civil engineering structure A includes a civil engineering bag 10 and a filling material 40 accommodated in the accommodating space 26 of the rectangular 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 (Figs. 1 and 2)
The rectangular bag 20 includes a rectangular bottom surface 23 having a square central hole 21 at the 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 each side surface of the outer side surface 24. Four upper lids 25 extending from the upper edge are provided, and a square ring-shaped accommodation space 26 is formed therein.
The height of the inner surface 22 is equal to the height of the outer surface 24.
Each outer surface of the outer surface 24 has one or a plurality of positioning members 28 that pass through the holding band 40 and restrict 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, the hard keeper 27 has the central hole 21 when the filling 40 is put into the rectangular bag 20. 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 square bag In this example, the planar shape of the square bag 20 is a square, but may be a rectangle.

<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 equal to that of one side of the square bag 20. It may be equal to or longer than the length. Each dimension of the vertical and horizontal heights 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.
The length of one side of each side surface of the inner 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。
<3.3> Rectangular Bag Material The square bag 20 may be a synthetic fiber net, a sheet-like material, or a combination thereof excellent in flexibility and durability. It may be a water-permeable or non-water-permeable (water-impervious) material, or a stretchable or non-stretchable 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 Since the upper lid 25 only needs to close the upper opening of the accommodation space 26, as shown in FIG. 3A, a single upper lid 25 having a window hole 25 a at the center or (b) in FIG. 2), the upper cover 25 may be two sheets in which a notch 25b is formed in the center of the opposite side.

<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 that can be held by winding the entire circumference of the structure A for civil engineering work in the vertical direction through the central hole 21. It has a locking function, a holding function of the filling material 40 via the square bag 20, and a hanging function of the civil engineering structure A.
The base end of each holding band 40 is integrally fixed to each side surface of the inner side surface 22 of the square bag 20 by stitching, fusing, bonding, or the like.
A lifting loop 31 is formed at the tip of each holding band 40.

<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 flexible fiber, resin, etc., and its form 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 that allows the entire circumference of the civil engineering structure A to be wound around the entire circumference or a plurality of circumferences through 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 the base end of the holding band In this example, a form 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 fixing position of the end is not limited to this form.
As another form, the base end of each holding band 40 is fixed over two surfaces of the bottom surface 23 and the inner surface 22 of the square bag 20, or the outer surface 24, the bottom surface 23, and the inner surface of the square bag 20 are fixed. It is also possible to fix across 22 surfaces.
In short, the base end of each holding band 40 is fixed to a part of the rectangular bag 20 excluding the upper lid 25, and the front end (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 Filling material 40 is a hard granule that does not compressively deform. For example, aggregates such as crushed stones and cobblestones, lightweight aggregates, concrete glass, granulated products of incinerated ash, earth and sand, and the like can be used.
The material, specific gravity, size, and the like of the filling material 40 are appropriately selected according to the usage of the civil engineering 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。
[Manufacturing method for civil engineering structure]
Next, an example of a method for producing the civil engineering 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 with filling material (FIG. 5)
The filling material 40 is filled until the entire space 26 is filled with the upper opening of the square bag 20 open.
The holding band 30 and the upper lid 25 are removed so as not to obstruct the work when filling the filling material 40.
Further, when the three-dimensional shape of the rectangular bag 20 is maintained using a production frame (not shown), the filling operation of the filling material 40 can be performed smoothly.

<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 (Fig. 5)
Next, the upper cover 25 of the square bag 20 is put over and the accommodation space 26 is closed.
Finally, since the upper lid 25 with the holding band 30 closed is locked, 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> Winding of the holding band (Figs. 3 and 4)
Next, each holding band 30 extending upward from the central hole 21 of the rectangular bag 20 is wound around the outer circumferential surface of the rectangular bag 20 in one or more rounds in the vertical direction, and the tip of each holding band 30 is placed in the central hole. Pull upward from 21.
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.
In addition, by providing a spacer in advance on the support surface of the production frame that supports the bottom surface 23 of the square bag 20, or by providing a band-shaped notch in advance on the support surface of the production frame, The holding band 40 can be easily wound using the band-shaped 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> Tighten the holding band (Figure 6)
The loop 31 of each holding band 30 extending upward from the central hole 21 is moored and lifted to the hook of the crane truck to complete the construction of the civil engineering structure A.
When the loop 31 of each holding band 30 is lifted, the internal filling material 40 is tightened in a planar manner via the rectangular bag 20 while each holding band 30 slides due to the weight of the filling material 40.
Therefore, the filling material 40 fastened via the square bag 20 and the plurality of holding bands 30 is transformed into a square hard lump 40a that cannot be deformed.
Since the filling material 40 can be tightened using its own weight, a dedicated tightening device is unnecessary.

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 thus manufactured is transported to the installation site as it is, or temporarily placed in a stock yard and used for desired civil engineering work in the ocean or 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> Reason why the filling effect of the filling material is high The present invention is not a structure in which only the outer periphery of the filling material is covered with a bag like the conventional structure for civil engineering, and the bottom of the bag is belted It is not a structure that is lifted and supported by a member.
In the present invention, the rectangular bag 20 that covers and restrains the entire inner and outer peripheries of the filling material 40 enclosed in a square ring shape, and a plurality of holding bands 30 that are wound around the rectangular bag 20 vertically through the central hole 21 and tightened. The effect of restraining the filling material 40 is enhanced by the combination.
That is, the holding band 30 surrounds 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 square bag 20, and these four sides can be tightened with an equal force. The tightening force by the holding band 30 is transmitted to the entire filling material 40 through the rectangular bag 20.
Therefore, not only the surface layer of the filling material 40 but also the center portion thereof, the particles of the filling material 40 mesh with each other (interlocking effect) to form a square hard lump 40a. The bending strength, compressive strength, and shear strength are very high over the entire length of the square hard lump 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> Reason why the holding band is pulled out from the center of the structure for civil engineering work A plurality of holding bands 30 by reversing the winding direction of the holding band 30 that has passed through the center hole 21 of the holding bag 20 It is also possible to pull out the tip of the bag from the outside (outer surface 24) side of the holding bag 20 and lift it.
When it is lifted in this state, a large bending moment is applied and the civil engineering structure A is warped in a dish shape.
The warp of the civil engineering structure A causes the holding force to loosen when the civil engineering structure A is installed in 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 is reduced and the civil engineering structure A is effectively prevented from warping 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。
[Functions of civil engineering structures]
<1> Prevention of damage to square bags (Figure 3)
Since the structure A for civil engineering described above can secure a large holding area of the filling material 40 by the square bag 20 as compared with the conventional structure, the free movement of the filling material 40 is reliably and effectively restrained. be able to.
Therefore, the wear of the square bag 20 due to the free movement of the filling material 40 is prevented, and the durability of the square 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 constrain the outer surface of the filling material by simply filling the filling material into the bag body and closing the top of the bag body, but the contact area between the filling material and the bag body can be reduced. Cannot secure large. Therefore, the binding force varies between the surface layer and the center 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 between the filling material 40 and the bag body, the rectangular bag 20 having the central hole 21 and a plurality of holding bands 30 are used in combination to hold the filling material 40. A large holding area (restraint area) was secured.
When the civil engineering structure A of the present invention is compared with a conventional civil engineering structure in which a purse-like bag is packed with a filling material, if the filling material 40 of both structures is the same amount The civil engineering structure A of the present invention has a significantly larger holding area with the filling material 40 than in the conventional structure.
Therefore, in the civil engineering structure A, not only the holding force does not vary between the surface layer and the central portion of the filling material 40, but also when the civil engineering structure A is installed in the ocean, Since free displacement can be reliably restrained, damage due to wear of the square bag 20 can be prevented over a long period of 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 embedding (restraint) action of the filling material 40 by the civil engineering bag 10 is only on the surface layer of the filling material 40 enclosed in the rectangular bag 20. Instead, it is also transmitted to the central portion, and the filling material 40 is held (restrained) in a surface to form the square hard lump 40a.
Therefore, the civil engineering structure A is not only difficult to deform its cross-sectional shape, but the entire shape of the civil engineering structure A is also difficult to deform. For example, even when installed at a site where large waves act, It becomes difficult for the civil engineering 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]
In the following, other embodiments will be described. In the description, the same parts as those in the above-described embodiments are denoted by the same reference numerals, and 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。
<1> Example in which a plurality of holding bands are wound around one side of a rectangular bag (FIG. 7)
In the previous embodiment, a description was given of a form in which one holding band 40 is wound around each side of the square bag 20 having a square ring shape. However, a plurality of holding bands 40 are provided on each side of the square bag 20. It is also possible to wind in a row.
Although FIG. 7 shows a form in which two holding bands 40 are wound around each side of the square bag 20 at intervals, three or more may be used.
Moreover, when the planar shape of the square bag 20 exhibits a rectangle, the number of windings of the holding band 40 on each side may be changed.
In addition, fixing the base end of each holding band 40 to the inner surface 22 is the same as in 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 preferable when the civil engineering structure A is enlarged.
Multiple pieces may be fixed.

<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> Example in which the holding band is prevented from loosening The rectangular hard lump 40a tightened via the square bag 20 and the plurality of holding bands 30 has a sharp shape retention performance even if the holding band 30 is somewhat loosened. Although it does not fall, in order to maintain the shape retention effect of the structure A for civil engineering work, the clamping band 30 that has finished the fastening of the filling material 40 is fixed to hold the clamping force of the clamping band 30 It may be.
As a means for fixing the holding band 30, for example, a holding pin (not shown) is driven into the filling material 40 to fix the holding band 30, or the overlapping portion of the holding band 30 is slid with a known belt fixing tool. The holding band 30 can be prevented from loosening by being impossible to grip.

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, the holding band 30 is surely loosened when the manufactured civil engineering structure A is transported and moved, or when it is installed at a site where external forces such as wave force and vibration are repeatedly applied. 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 structure 10 · · · Civil engineering bag 20 · · · Square bag 21 · · · Central hole 22 of the square bag · · · Square bag The inner surface 23 of the rectangular bag 24 The bottom surface 24 of the rectangular bag 24 The outer surface 25 of the rectangular bag 26 The upper cover 26 of the rectangular bag 26 The storage space 28 of the rectangular bag・ Holding band positioning material 30... Holding band 40... Filling material 40 a.

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、基端を前記袋体の一部に固着し、前記中央穴を通じて袋体を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。
It is a square ring-shaped civil engineering bag body filled with a filling material inside and enclosed,
A square bag having a central hole penetrating vertically in the center, a rectangular ring-shaped accommodation space, and enclosing a filling material in the accommodation space;
A length that allows the base end to be fixed to a part of the bag body and can be wound vertically through the central hole so that it can be held around the entire circumference of the filling material via the rectangular bag. A plurality of holding bands having a thickness,
Civil engineering bag.
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 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 an upper opening of a square ring-shaped accommodation space defined by these three surfaces The civil engineering bag according to claim 1, further comprising an upper lid that closes the container. 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 construction bag according to claim 2, wherein a base end of the holding band is fixed to an inner surface of the rectangular bag, and a leading end side of the holding band extends upward from 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 construction bag according to any one of claims 1 to 3, wherein the holding band is a belt-like object, and a lifting loop is formed at a tip thereof. 前記抱持バンド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 construction bag according to any one of claims 1 to 3, wherein a positioning member for the holding band is attached to an outer surface of the holding band. 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,
The civil engineering bag according to any one of claims 1 to 5,
A filling material enclosed in a rectangular ring-shaped accommodation space of a square bag,
A rectangular bag that covers and restrains the entire inner and outer circumferences of the filling material enclosed in the accommodation space, and a plurality of holding bands that are wound and tightened around the rectangular bag through the central hole, so that the filling material is wrapped around the entire circumference. It is characterized by forming a square hard lump by holding it,
Civil engineering structures.
JP2015049418A 2015-03-12 2015-03-12 Civil engineering construction bag and civil engineering construction structure Active JP6502130B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015049418A JP6502130B2 (en) 2015-03-12 2015-03-12 Civil engineering construction bag and civil engineering construction structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015049418A JP6502130B2 (en) 2015-03-12 2015-03-12 Civil engineering construction bag and civil engineering construction structure

Publications (2)

Publication Number Publication Date
JP2016169513A true JP2016169513A (en) 2016-09-23
JP6502130B2 JP6502130B2 (en) 2019-04-17

Family

ID=56983268

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015049418A Active JP6502130B2 (en) 2015-03-12 2015-03-12 Civil engineering construction bag and civil engineering construction structure

Country Status (1)

Country Link
JP (1) JP6502130B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102038086B1 (en) * 2018-10-16 2019-10-30 한국철도기술연구원 Fiber reinforcement bag of rectangular parallelepiped type having double inner partitions for improving filler interlocking
CN114875881A (en) * 2022-04-27 2022-08-09 天津鼎元软地基科技发展股份有限公司 Ground firmware prestress holding structure and forming method and forming module thereof
JP7445819B1 (en) 2023-12-14 2024-03-07 前田工繊株式会社 A bag for civil engineering work, a structure for civil engineering work, and a method for manufacturing a structure for civil engineering work

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0868030A (en) * 1994-08-30 1996-03-12 Tohoku Kaihatsu Consultant:Kk Sand bag having connection device and construction of various structure by use thereof
JPH11334786A (en) * 1998-05-25 1999-12-07 Grand Kaihatsu:Kk Carrying bag for heavy lifting equipment such as crane and forklift, and its use method
JP2005068832A (en) * 2003-08-25 2005-03-17 Yoshito Omori Sediment outflow preventive sandbag
US20060275084A1 (en) * 2005-06-06 2006-12-07 Big Bag Harbeck Gmbh Flood protection
US20070140598A1 (en) * 2005-12-15 2007-06-21 Mcgillick Jon Sr Shoreline erosion and flood control system and method
JP2008121264A (en) * 2006-11-10 2008-05-29 Purotekku Engineering:Kk Dam body structure
JP2009046911A (en) * 2007-08-21 2009-03-05 Futoshi Nomoto Shape retaining type lifting rectangular solid bag
JP2009062736A (en) * 2007-09-06 2009-03-26 Diatex Co Ltd Sandbag
JP2015040469A (en) * 2013-08-22 2015-03-02 エコ ジャパン株式会社 Fastening method for sandbag and fastening device therefor

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0868030A (en) * 1994-08-30 1996-03-12 Tohoku Kaihatsu Consultant:Kk Sand bag having connection device and construction of various structure by use thereof
JPH11334786A (en) * 1998-05-25 1999-12-07 Grand Kaihatsu:Kk Carrying bag for heavy lifting equipment such as crane and forklift, and its use method
JP2005068832A (en) * 2003-08-25 2005-03-17 Yoshito Omori Sediment outflow preventive sandbag
US20060275084A1 (en) * 2005-06-06 2006-12-07 Big Bag Harbeck Gmbh Flood protection
US20070140598A1 (en) * 2005-12-15 2007-06-21 Mcgillick Jon Sr Shoreline erosion and flood control system and method
JP2008121264A (en) * 2006-11-10 2008-05-29 Purotekku Engineering:Kk Dam body structure
JP2009046911A (en) * 2007-08-21 2009-03-05 Futoshi Nomoto Shape retaining type lifting rectangular solid bag
JP2009062736A (en) * 2007-09-06 2009-03-26 Diatex Co Ltd Sandbag
JP2015040469A (en) * 2013-08-22 2015-03-02 エコ ジャパン株式会社 Fastening method for sandbag and fastening device therefor

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102038086B1 (en) * 2018-10-16 2019-10-30 한국철도기술연구원 Fiber reinforcement bag of rectangular parallelepiped type having double inner partitions for improving filler interlocking
CN114875881A (en) * 2022-04-27 2022-08-09 天津鼎元软地基科技发展股份有限公司 Ground firmware prestress holding structure and forming method and forming module thereof
CN114875881B (en) * 2022-04-27 2024-05-14 天津鼎元软地基科技发展股份有限公司 Ground fixing piece prestress retaining structure, forming method thereof and forming module
JP7445819B1 (en) 2023-12-14 2024-03-07 前田工繊株式会社 A bag for civil engineering work, a structure for civil engineering work, and a method for manufacturing a structure for civil engineering work

Also Published As

Publication number Publication date
JP6502130B2 (en) 2019-04-17

Similar Documents

Publication Publication Date Title
JP2016169513A (en) Bag body for civil engineering work, and structure for civil engineering work
JP5160838B2 (en) Shape retention type lifting cuboid bag
JP6961228B2 (en) Cylindrical wire mesh basket and vegetation structure and connecting structure using it
JP2008274698A (en) Bag body manufacturing frame and bag body manufacturing method
JP4544481B1 (en) Assembled gabion
JP3949156B1 (en) Shape retention type lifting cuboid bag
WO2008029771A1 (en) Sandbag guide frame and sandbag construction method employing sandbag guide frame
JP6355199B2 (en) Civil engineering bags and civil engineering structures
TWI667174B (en) Civil engineering bag
JP6074535B1 (en) Large sandbag for waterworks
KR101386913B1 (en) Bag of interior space partition type and lifting apparatus of that
KR101327166B1 (en) Bag for keeping of form
JP3911146B2 (en) A wave-resistant civil engineering bag material provided with an intermediate connecting material and a method for producing a wave-resistant civil engineering bag material using the bag material.
JP2004183276A (en) Wire mat for civil engineering work
JP2021173041A (en) Civil engineering structure
KR101232213B1 (en) Bag for keeping of form
KR102038086B1 (en) Fiber reinforcement bag of rectangular parallelepiped type having double inner partitions for improving filler interlocking
JP3166592U (en) Net for preventing collapse of cargo
EP3816349B1 (en) Shape-maintaining lift-type cuboid bag with multistage configuration
JP2009300406A (en) Processing container of radioactive waste and method of processing radioactive waste using the processing container
JP2002317425A (en) Porous concrete cobble aggregate and method of manufacturing the aggregate
JP2000080637A (en) Ground reinforcing structure and ground reinforcing construction
JP4059343B2 (en) Inside-packing cage structure and method for suspending the cage structure
JPS6347406A (en) Breakwater structure and its construction
JP2018165453A (en) Large gabion and method of lifting the large gabion

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180126

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20181031

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20181120

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181128

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: 20190226

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190320

R150 Certificate of patent or registration of utility model

Ref document number: 6502130

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250