JP2004183276A - Wire mat for civil engineering work - Google Patents

Wire mat for civil engineering work Download PDF

Info

Publication number
JP2004183276A
JP2004183276A JP2002349708A JP2002349708A JP2004183276A JP 2004183276 A JP2004183276 A JP 2004183276A JP 2002349708 A JP2002349708 A JP 2002349708A JP 2002349708 A JP2002349708 A JP 2002349708A JP 2004183276 A JP2004183276 A JP 2004183276A
Authority
JP
Japan
Prior art keywords
civil engineering
futon basket
engineering work
shape
net
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
JP2002349708A
Other languages
Japanese (ja)
Other versions
JP3696200B2 (en
Inventor
Takuo Yukimoto
卓生 行本
Naoki Tate
直樹 舘
Koji Kajiwara
幸治 梶原
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.)
Nikken Kogaku Co Ltd
Nakada Industrial Co Ltd
Original Assignee
Nikken Kogaku Co Ltd
Nakada Industrial 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 Nikken Kogaku Co Ltd, Nakada Industrial Co Ltd filed Critical Nikken Kogaku Co Ltd
Priority to JP2002349708A priority Critical patent/JP3696200B2/en
Publication of JP2004183276A publication Critical patent/JP2004183276A/en
Application granted granted Critical
Publication of JP3696200B2 publication Critical patent/JP3696200B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/08Improving by compacting by inserting stones or lost bodies, e.g. compaction piles

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Revetment (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a wire mat for civil engineering works in which a positional displacement after an installation can be reduced extremely by forming an outside diametral shape in a form close to a cylindrical shape while easily increasing the substantial weight of the installed wire mat. <P>SOLUTION: In the wire mat 20 for civil engineering works composed of reticulate bags 21, which are woven in a bottomed cylindrical shape by a plurality of vertical line-shaped bodies 21a and a plurality of horizontal line-shaped bodies 21b and the insides of which are stuffed with a massive heavy substance, each horizontal line-shaped body is woven approximately orthogonal to the vertical line-shaped bodies. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、河川や護岸等の改修や補修に用いられる土木工事用ふとんかごに関するものである。
【0002】
【従来の技術】
従来、河川や護岸等の改修や補修に用いられる土木工事用ふとんかごとして、図7に示すような構造のものが知られている。
このふとんかご1は、袋状に形成された網体2内に石材やコンクリート塊からなる重量物3を充填した後に、前記網体2の開口部を紐4等によって結束して構成されたものである(特許文献1参照)。
ところで、このようなふとんかご1は、補修箇所や改修箇所に設置する際に、前記網体2の結束部をクレーン5によって吊り上げて所定位置に設置するようにしているが、前記網体2の形状が拘束されていないことから、吊り上げた際に、充填されている重量物3が自由に動いてしまい、前記網体2の外形形状が一定しないといった問題点がある。
このように、網体2の外形形状が不均一であると、補修箇所や改修箇所に設置した際に、ふとんかご1の設置密度が一定せず、その補修効果が低下してしまうことが想定される。
【0003】
一方、このような不具合を解消するために、図8に示す対策案が提案されている。
図8に示すふとんかご10は、袋状の網体11の中間部に、複数の補強帯12を全周にわたって設けておき、これらの補強帯12によって、充填されている重量物の動きを拘束することにより、前記網体11の外形形状を略円柱状に拘束するとともに、その外径を極力均一化するようにしたものである(特許文献2参照)。
【0004】
【特許文献1】
特開2000−1828号公報(図5)
【特許文献2】
特開平11−50428号公報(図4)
【0005】
【発明が解決しようとする課題】
ところで、前述したような特許文献2において提案されているふとんかご10にあっては、補強帯12によって網体11の外形の一部の変形を抑えて、外形形状を極力円筒状にする利点はあるものの、つぎのような改善すべき課題が残されている。
【0006】
すなわち、前記網体11の補強帯12が設けられていない部分において、この編体11にふくらみが生じ、この網体11を円筒形状とするには限度があるといった課題である。
【0007】
本発明は、このような従来の課題に鑑みてなされたもので、外径形状をより円筒状に近い形状とするとともに、設置されるふとんかごの実質的な重量を容易に増加させて、設置後における位置ずれを極力少なくすることのできる土木工事用ふとんかごを提供することを目的とする。
【0008】
【課題を解決するための手段】
本発明の請求項1に記載の土木工事用ふとんかごは、前述した目的を達成するために、複数の縦線状体と複数の横線状体とによって円筒状でかつ有底筒状に編み込まれ、内部に塊状の重量物が詰め込まれる網状袋からなる土木工事用ふとんかごであって、前記横線状体が前記縦線状体に対して略直交して編み込まれていることを特徴とする。
本発明の請求項2に記載の土木工事用ふとんかごは、請求項1に記載の前記網状袋の少なくとも底部および開口部に、前記横線状体と略平行な補強帯を設けるとともに、これらの補強帯と重畳するように複数の張力部材を配置し、これらの各張力部材と、少なくとも前記底部および開口部に設けられた補強帯とを連結部材によって連結することにより、前記複数の網状袋を一体化してなることを特徴とする。
本発明の請求項3に記載の土木工事用ふとんかごは、請求項2に記載の前記連結部材が、前記張力部材に固定可能に、かつ、前記張力部材の長さ方向に移動可能に取り付けられていることを特徴とする。
本発明の請求項4に記載の土木工事用ふとんかごは、請求項2または請求項3に記載の前記連結部材が、前記補強帯を取り囲むように環状に形成されていることを特徴とする。
【0009】
【発明の実施の形態】
以下、本発明の一実施形態について、図1ないし図6を参照して説明する。
図1および図2において符号20は、本実施形態に係わる土木工事用ふとんかご(以下、ふとんかごと略称する)を示し、このふとんかご20は、複数の縦線状体21aと複数の横線状体21bとによって円筒状でかつ有底筒状に編み込まれ、内部に塊状の重量物が詰め込まれる網状袋21からなる土木工事用ふとんかご20であって、前記各横線状体21bが前記縦線状体21aに対して略直交して編み込まれていることを特徴とする。
また、本実施形態においては、前記網状袋21の少なくとも底部および開口部に全周にわたる補強帯22が設けられ、内部に、石材やコンクリート塊等の重量物(図示略)が充填されるようになされ、この網状袋21の複数を長さ方向あるいは幅方向に整列させるとともに、これらの網状袋21の少なくとも前記底部および開口部に設けられている補強帯22と重畳するように複数の張力部材23を配置し、これらの各張力部材23と、少なくとも前記底部および開口部に設けられた補強帯22とを連結部材24によって連結することにより、前記複数の網状袋21を一体化した構成となっている。
【0010】
ついで、これらの詳細について説明すれば、前記張力部材23は、金属製ワイヤや、前記網状袋21を構成する合成樹脂製ワイヤ等によって構成され、好ましくは金属製ワイヤが用いられる。
【0011】
また、前記連結部材24は、前記張力部材23に固定可能に、かつ、前記張力部材23の長さ方向に移動可能に取り付けられている。
さらに詳述すれば、これらの連結部材24は、図3および図4に示すように、前記補強帯22を取り囲むようにして配設される略U字状の係合部材25と、この係合部材25の両端部間に掛け渡されるように設けられ、前記張力部材23を挟み込むことによってこの張力部材23に固定されるクランプ部材26とによって構成されている。
【0012】
前記クランプ部材26は、前記係合部材25の各端部に螺着される2組のロックナット27と、前記係合部材25の両端部に掛け渡されるように、かつ、移動可能に装着された一対のクランププレート28とによって構成され、これらのクランププレート28間に、前記張力部材23が挿通されるようになっているとともに、前記張力部材23を、前記2組のロックナット27によって相互に接近する方向に締め付けることにより、これらの両クランププレート28間に前記張力部材23が狭持されるようになっている。
また、前記ロックナット27を緩めることにより、前記クランプ部材26と張力部材23との固定が解除されて、前記クランプ部材26が、前記張力部材23の長さ方向に移動可能となされるようになっている。
【0013】
前記網状袋21を製作するには、図5(a)に示すように、網状袋21の底部および開口部に補強帯22を装着するとともに、をその開口部を上方にして、図5(b)に示すように、有底円筒状の型枠C内に挿入し、ついで、前記網状袋21内に、その開口部から石材やコンクリート塊等の重量物を充填して前記網状袋21の開口部を結束した後に、前記網状袋21を、図6(a)に示すように、前記型枠Cから抜き出すことによって行われる。
【0014】
そして、前述したようにして製作された網状袋21は、図6(b)に示すように、横方向に寝かせられた後に、たとえば、図1に示すように、その複数を長さ方向に並べられる。
【0015】
この状態において、隣接する網状袋21の表面に、長さ方向に沿って、前記連結部材24が装着されている張力部材23を、前記網状袋21の周方向に間隔をおいた複数箇所に沿わせるとともに、前記連結部材24を構成する係合部材25を、前記補強帯22を取り囲むようにして取り付けるとともに、この係合部材25を、前記クランププレート28およびロックナット27によって前記張力部材23に固定する。
これによって、前記複数の網状袋21の複数が一体化されて、本実施形態に係わるふとんかご20が得られる。
【0016】
このようにして得られたふとんかご20にあっては、各網状袋21を制作する際に、その横線状体21bが縦線状体21aに対して略直交して編み込まれていることにより、各縦線状体21aおよび各横線状体21bの間隔が、それぞれほぼ一定に保持される。
すなわち、これらの縦線状体21aと横線状体21bとによって形成される編み目が矩形状に保持される。
この結果、これらの縦線状体21aと横線状体21bとによって形成される網状体21がほぼ円筒状に保持され、この結果、形成されるふとんかご20の設置密度が高められる。
また、本実施形態においては、複数の網状袋21が一体化されることによって、全体としての重量が確保され、水の流れに対する抗力が発生する。
さらに、底部と開口部に設けられた補強帯22の作用によって、各網状袋21の外形が、略円柱状に拘束され、設置密度が容易に高められる。
一方、隣接する網状袋21の端部に位置する補強帯22どうしが相互に連結されていることにより、これらの連結強度が十分に確保され、前記網状袋21どうしが離脱するおそれがなく、その重量増加機能が損なわれることはない。
【0017】
特に、本実施形態においては、前記連結部材24が張力部材23に対して位置調整可能となされていることから、たとえば、前記網状袋21の形状が若干変形したとしても、その変形量に応じた位置に前記連結部材24を位置させることができるので、前記網状袋21の連結を容易にかつ確実に連結することができる。
【0018】
なお、前記実施形態において示した各構成部材の諸形状や寸法等は一例であって、設計要求等に基づき種々変更可能である。
たとえば、前記実施形態においては、前記補強帯22を網状袋21の底部と開口部とに配置した例について示したが、この補強帯22を、前記網状袋21の長さ方向の中間部にも設けることも可能である。
このような構成とすることによって、前記網状袋21の外形形状の変化をより一層抑制することができる。
そして、これらの中間部に設けられた補強帯22を前記張力部材23に連結部材24を介して連結することによって、前記網状袋21どうしの連結をより強固にすることができる。
さらに、図9に示すように、前記係合部材25の途中に揺動片29を取り付け、この揺動片29を、前記係合部材25の内側へ向けて回動可能に取り付けるとともに、揺動片29の外側への回動に際して、前記係合部材25との係合により、外側への回動を拘束するようにしておき、さらにこの揺動片29と係合部材25との間に、前記揺動片29を、前記係合部材25との係合位置に保持するリターンスプリング30を介装した構成とすることも可能である。
このような構成とすると、係合部材25を補強帯22に取り付ける際に、この補強帯22を前記揺動片29に当接させてこの揺動片29を内側へ回動させ、前記補強帯22を係合部材25の内側へ引き込んだ後に前記揺動片29との当接を解除することにより、前記リターンスプリング30によって前記揺動片29を係合部材25との係合位置に復帰させるといった簡便な操作によって、前記係合部材25と補強帯22との連結を行うことができる。
【0019】
一方、図10に示すように、網状袋21の下部に底縛りロープ21cを装着し、また、下部に口縛りロープ21dを装着しておき、予め、前記底縛りロープ21cが網状袋21の内側になるように底縛りを行って、この網状袋21を有底筒状に形成しておくこともできる。
そして、これらの底縛りロープ21cおよび口縛りロープ21dの装着方法は、特に限定しないが、網状袋21から容易に抜けないような装着方法であることが必要である。
【0020】
【発明の効果】
以上説明したように、本発明に係わる土木工事用ふとんかごによれば、各網状袋を構成する横線状体が縦線状体に対して略直交して編み込まれていることにより、内部に塊状の重量物を詰め込んだ際に、前記縦線状体と横線状体とによって形成される編み目を矩形状に保持することができる。
この結果、塊状の重量物を充填した状態においても、前記網状体をほぼ円筒状に保持することができ、ふとんかごの設置密度を高めることができる。
また、複数の網状袋を一体化することによって、全体としての重量を確保して、水の流れに対する抗力を大幅に向上させることができる。
また、隣接する網状袋の端部に位置する補強帯どうしを相互に連結することにより、これらの連結強度を十分に確保し、前記網状袋どうしの離脱を防止して、重量増加機能を長期にわたって確保することができる。
さらに、底部と開口部に設けられた補強帯によって、各網状袋の外形を略円柱状に拘束し、これによって、設置密度を容易に高めることができる。
特に、前記連結部材を張力部材に対して位置調整可能とすることにより、たとえば、前記網状袋の形状が若干変形したとしても、その変形量に応じた位置に前記連結部材を位置させることができるので、前記網状袋の連結を容易にかつ確実に連結することができる。
【図面の簡単な説明】
【図1】本発明の一実施形態を示す外観斜視図である。
【図2】本発明の一実施形態の変形例を示す外観斜視図である。
【図3】本発明の一実施形態を示すもので、連結部材の縦断面図である。
【図4】本発明の一実施形態を示すもので、連結部材の正面図である。
【図5】本発明の一実施形態を示すもので、網状袋を制作手順を示す工程図である。
【図6】本発明の一実施形態を示すもので、網状袋を制作手順を示す工程図である。
【図7】一従来例を示す正面図である。
【図8】他の従来例を示す正面図である。
【図9】本発明の他の実施形態を示す連結部材の正面図である。
【図10】本発明の他の実施形態を示す網状袋の斜視図である。
【符号の説明】
1 ふとんかご
2 網体
3 重量物
4 紐
5 クレーン
10 ふとんかご
11 網体
12 補強帯
20 ふとんかご
21 網状袋
21a 縦線状体
21b 横線状体
21c 底縛りロープ
21d 口縛りロープ
22 補強帯
23 張力部材
24 連結部材
25 係合部材
26 クランプ部材
27 ロックナット
28 クランププレート
29 揺動片
30 リターンスプリング
C 型枠
[0001]
TECHNICAL FIELD OF THE INVENTION
TECHNICAL FIELD The present invention relates to a futon basket for civil engineering work used for repairing and repairing rivers and seawalls.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, as a futon basket for civil engineering work used for repairing or repairing rivers, seawalls, and the like, a structure shown in FIG. 7 is known.
The futon basket 1 is formed by filling a net 3 formed in a bag shape with a heavy material 3 made of a stone material or a concrete lump, and then binding the opening of the net 2 with a string 4 or the like. (See Patent Document 1).
By the way, when such a futon basket 1 is installed at a repair place or a repair place, the binding portion of the net 2 is lifted by a crane 5 and installed at a predetermined position. Since the shape is not constrained, there is a problem in that when the object is lifted, the loaded heavy object 3 moves freely, and the outer shape of the net 2 is not constant.
As described above, if the outer shape of the net 2 is not uniform, it is assumed that the installation density of the futon basket 1 is not constant when installed at a repair location or a repair location, and the repair effect is reduced. Is done.
[0003]
On the other hand, in order to solve such a problem, a measure shown in FIG. 8 has been proposed.
In the futon basket 10 shown in FIG. 8, a plurality of reinforcing bands 12 are provided in the middle of a bag-like net 11 over the entire circumference, and the movement of the loaded heavy object is restricted by these reinforcing bands 12. By doing so, the outer shape of the net body 11 is restricted to a substantially cylindrical shape, and the outer diameter is made as uniform as possible (see Patent Document 2).
[0004]
[Patent Document 1]
JP 2000-1828 A (FIG. 5)
[Patent Document 2]
JP-A-11-50428 (FIG. 4)
[0005]
[Problems to be solved by the invention]
By the way, in the case of the futon basket 10 proposed in Patent Document 2 as described above, the advantage that the deformation of a part of the outer shape of the net body 11 is suppressed by the reinforcing band 12 and the outer shape is made as cylindrical as possible is as follows. However, there are some issues to be improved.
[0006]
That is, there is a problem in that the knitted body 11 swells in a portion where the reinforcing band 12 of the mesh body 11 is not provided, and there is a limit in making the mesh body 11 cylindrical.
[0007]
The present invention has been made in view of such a conventional problem, and has an outer diameter shape closer to a cylindrical shape, and easily increases a substantial weight of a futon basket to be installed. It is an object of the present invention to provide a futon basket for civil engineering work that can minimize displacement afterwards.
[0008]
[Means for Solving the Problems]
The futon basket for civil engineering work according to claim 1 of the present invention is knitted into a cylindrical shape and a bottomed cylindrical shape by a plurality of vertical linear bodies and a plurality of horizontal linear bodies in order to achieve the above-described object. A futon basket for civil engineering work comprising a net-like bag packed with a massive load therein, wherein the horizontal linear body is woven substantially orthogonal to the vertical linear body.
The futon basket for civil engineering work according to claim 2 of the present invention is provided with a reinforcing band substantially parallel to the horizontal linear body at least at a bottom portion and an opening of the net-like bag according to claim 1, and strengthens them. A plurality of tension members are arranged so as to overlap with the band, and the tension members are connected to at least the reinforcing band provided at the bottom and the opening by a connection member, thereby integrating the plurality of net-like bags. It is characterized by becoming.
The futon basket for civil engineering work according to claim 3 of the present invention is configured such that the connecting member according to claim 2 is fixed to the tension member and movably in a length direction of the tension member. It is characterized by having.
According to a fourth aspect of the present invention, there is provided a futon basket for civil engineering work, wherein the connecting member according to the second or third aspect is formed in an annular shape so as to surround the reinforcing band.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to FIGS.
1 and 2, reference numeral 20 denotes a futon basket for civil engineering work (hereinafter, abbreviated as futon basket) according to the present embodiment, and the futon basket 20 includes a plurality of vertical linear bodies 21a and a plurality of horizontal linear bodies. A futon basket 20 for civil engineering work comprising a mesh bag 21 woven into a cylindrical shape and a bottomed cylindrical shape by the body 21b and packed with a massive load therein, wherein each of the horizontal linear bodies 21b is the vertical line It is characterized in that it is woven substantially perpendicular to the shape 21a.
In this embodiment, at least the bottom and the opening of the mesh bag 21 are provided with a reinforcing band 22 extending over the entire circumference, and the inside is filled with a heavy material (not shown) such as a stone or a concrete lump. The mesh bags 21 are aligned in the length direction or the width direction, and a plurality of tension members 23 are overlapped with at least the reinforcing band 22 provided at the bottom and the opening of the mesh bags 21. Are arranged, and these tension members 23 and at least the reinforcing band 22 provided at the bottom and the opening are connected by a connecting member 24, so that the plurality of mesh bags 21 are integrated. I have.
[0010]
To explain these details, the tension member 23 is made of a metal wire, a synthetic resin wire constituting the mesh bag 21, or the like, and preferably a metal wire is used.
[0011]
The connecting member 24 is attached to the tension member 23 so as to be fixable and to be movable in the length direction of the tension member 23.
More specifically, as shown in FIGS. 3 and 4, these connecting members 24 are connected to a substantially U-shaped engaging member 25 disposed so as to surround the reinforcing band 22. A clamp member 26 is provided so as to be bridged between both ends of the member 25 and is fixed to the tension member 23 by sandwiching the tension member 23.
[0012]
The clamp member 26 is movably attached to two sets of lock nuts 27 screwed to each end of the engagement member 25, and movably attached to both ends of the engagement member 25. The tension member 23 is inserted between the clamp plates 28, and the tension members 23 are mutually connected by the two sets of lock nuts 27. By tightening in the approaching direction, the tension member 23 is sandwiched between the two clamp plates 28.
Further, by loosening the lock nut 27, the fixing between the clamp member 26 and the tension member 23 is released, and the clamp member 26 can be moved in the length direction of the tension member 23. ing.
[0013]
In order to manufacture the mesh bag 21, as shown in FIG. 5 (a), a reinforcing band 22 is attached to the bottom and the opening of the mesh bag 21 and the opening is turned upward. As shown in FIG. 1), the mesh bag 21 is inserted into a bottomed cylindrical form C. Then, the mesh bag 21 is filled with a heavy material such as a stone or a concrete lump through an opening thereof to open the mesh bag 21. After binding the parts, the mesh bag 21 is pulled out from the mold C as shown in FIG.
[0014]
Then, the net-like bag 21 manufactured as described above is laid down in the horizontal direction as shown in FIG. 6B, and then, for example, as shown in FIG. Can be
[0015]
In this state, the tension member 23, to which the connecting member 24 is attached, is moved along the longitudinal direction along a plurality of locations spaced in the circumferential direction of the mesh bag 21 on the surface of the adjacent mesh bag 21 in the length direction. At the same time, an engaging member 25 constituting the connecting member 24 is attached so as to surround the reinforcing band 22, and the engaging member 25 is fixed to the tension member 23 by the clamp plate 28 and the lock nut 27. I do.
Thereby, a plurality of the plurality of net-like bags 21 are integrated, and the futon basket 20 according to the present embodiment is obtained.
[0016]
In the futon basket 20 obtained in this manner, the horizontal linear body 21b is knitted substantially orthogonally to the vertical linear body 21a when each mesh bag 21 is manufactured. The distance between each vertical linear body 21a and each horizontal linear body 21b is kept substantially constant.
That is, the stitches formed by the vertical linear bodies 21a and the horizontal linear bodies 21b are held in a rectangular shape.
As a result, the mesh body 21 formed by the vertical linear bodies 21a and the horizontal linear bodies 21b is held substantially in a cylindrical shape, and as a result, the installation density of the formed futon basket 20 is increased.
Further, in the present embodiment, by integrating the plurality of net-like bags 21, the weight as a whole is secured, and a drag against the flow of water is generated.
Further, by the action of the reinforcing band 22 provided at the bottom and the opening, the outer shape of each net-like bag 21 is restrained in a substantially columnar shape, and the installation density can be easily increased.
On the other hand, since the reinforcing bands 22 located at the ends of the adjacent net-like bags 21 are connected to each other, a sufficient connection strength between them is ensured, and there is no possibility that the net-like bags 21 are separated from each other. The weight gain function is not impaired.
[0017]
In particular, in the present embodiment, since the position of the connecting member 24 can be adjusted with respect to the tension member 23, for example, even if the shape of the mesh bag 21 is slightly deformed, the shape is adjusted according to the amount of deformation. Since the connecting member 24 can be located at the position, the connection of the mesh bag 21 can be easily and reliably connected.
[0018]
Note that the shapes, dimensions, and the like of each constituent member shown in the above-described embodiment are merely examples, and can be variously changed based on design requirements and the like.
For example, in the above-described embodiment, an example has been described in which the reinforcing band 22 is disposed at the bottom and the opening of the mesh bag 21. However, the reinforcing band 22 is also provided at an intermediate portion in the longitudinal direction of the mesh bag 21. It is also possible to provide.
With such a configuration, a change in the outer shape of the mesh bag 21 can be further suppressed.
By connecting the reinforcing band 22 provided at the intermediate portion to the tension member 23 via the connecting member 24, the connection between the mesh bags 21 can be further strengthened.
Further, as shown in FIG. 9, a swinging piece 29 is attached in the middle of the engaging member 25, and the swinging piece 29 is attached so as to be rotatable toward the inside of the engaging member 25. When the piece 29 rotates outward, engagement with the engagement member 25 restrains the outward rotation. Further, between the swinging piece 29 and the engagement member 25, It is also possible to adopt a configuration in which the swinging piece 29 is interposed with a return spring 30 that holds the swinging piece 29 at an engagement position with the engagement member 25.
With this configuration, when the engaging member 25 is attached to the reinforcing band 22, the reinforcing band 22 is brought into contact with the rocking piece 29, and the rocking piece 29 is rotated inward. By releasing the contact with the rocking piece 29 after the 22 is pulled into the engagement member 25, the rocking piece 29 is returned to the engagement position with the engagement member 25 by the return spring 30. By such a simple operation, the connection between the engagement member 25 and the reinforcing band 22 can be performed.
[0019]
On the other hand, as shown in FIG. 10, a bottom tie rope 21c is attached to the lower part of the mesh bag 21, and a mouth tie rope 21d is attached to the lower part. The mesh bag 21 may be formed in a bottomed cylindrical shape by performing bottom binding so that
The method of attaching the bottom tie rope 21c and the mouth tie rope 21d is not particularly limited, but it is necessary that the attachment method be such that the bottom tie rope 21c and the mouth tie rope 21d do not easily come off from the mesh bag 21.
[0020]
【The invention's effect】
As described above, according to the futon basket for civil engineering work according to the present invention, since the horizontal linear members constituting each net-like bag are woven substantially orthogonally to the vertical linear members, the inside is massive. When the heavy objects are packed, the stitches formed by the vertical linear bodies and the horizontal linear bodies can be held in a rectangular shape.
As a result, even in a state in which a massive load is filled, the mesh body can be held substantially in a cylindrical shape, and the installation density of the futon basket can be increased.
In addition, by integrating a plurality of net-like bags, the weight as a whole can be secured, and the drag against the flow of water can be greatly improved.
In addition, by mutually connecting the reinforcing bands located at the ends of the adjacent mesh bags, a sufficient connection strength between them can be ensured, the mesh bags can be prevented from detaching, and the weight increasing function can be performed for a long time. Can be secured.
Furthermore, the outer shape of each net-like bag is constrained in a substantially columnar shape by the reinforcing band provided at the bottom and the opening, whereby the installation density can be easily increased.
In particular, by making the position of the connecting member adjustable with respect to the tension member, for example, even if the shape of the mesh bag is slightly deformed, the connecting member can be positioned at a position corresponding to the amount of deformation. Therefore, the mesh bags can be easily and reliably connected.
[Brief description of the drawings]
FIG. 1 is an external perspective view showing an embodiment of the present invention.
FIG. 2 is an external perspective view showing a modification of the embodiment of the present invention.
FIG. 3 illustrates one embodiment of the present invention, and is a longitudinal sectional view of a connecting member.
FIG. 4 illustrates one embodiment of the present invention, and is a front view of a connecting member.
FIG. 5, showing an embodiment of the present invention, is a process diagram showing a procedure for producing a mesh bag.
FIG. 6, showing an embodiment of the present invention, is a process diagram showing a procedure for producing a mesh bag.
FIG. 7 is a front view showing a conventional example.
FIG. 8 is a front view showing another conventional example.
FIG. 9 is a front view of a connecting member showing another embodiment of the present invention.
FIG. 10 is a perspective view of a mesh bag showing another embodiment of the present invention.
[Explanation of symbols]
REFERENCE SIGNS LIST 1 futon basket 2 net 3 heavy object 4 string 5 crane 10 futon basket 11 net 12 reinforcement band 20 futon basket 21 mesh bag 21 a vertical line member 21 b horizontal line member 21 c bottom tie rope 21 d tie rope 22 reinforcement band 23 tension Member 24 connecting member 25 engaging member 26 clamp member 27 lock nut 28 clamp plate 29 swinging piece 30 return spring C formwork

Claims (4)

複数の縦線状体と複数の横線状体とによって円筒状でかつ有底筒状に編み込まれ、内部に塊状の重量物が詰め込まれる網状袋からなる土木工事用ふとんかごであって、前記横線状体が前記縦線状体に対して略直交して編み込まれていることを特徴とする土木工事用ふとんかご。A civil engineering construction futon basket comprising a mesh-like bag woven into a cylindrical shape and a bottomed cylindrical shape by a plurality of vertical linear bodies and a plurality of horizontal linear bodies, and packed with a massive load therein, wherein the horizontal line A futon basket for civil engineering work, wherein the shape is woven substantially orthogonally to the vertical linear shape. 前記網状袋の少なくとも底部および開口部に、前記横線状体と略平行な補強帯を設けるとともに、これらの補強帯と重畳するように複数の張力部材を配置し、これらの各張力部材と、少なくとも前記底部および開口部に設けられた補強帯とを連結部材によって連結することにより、複数の前記網状袋を一体化してなることを特徴とする請求項1に記載の土木工事用ふとんかご。At least at the bottom and opening of the mesh bag, a reinforcing band substantially parallel to the horizontal linear body is provided, and a plurality of tension members are arranged so as to overlap with these reinforcing bands, and each of these tension members, at least The futon basket for civil engineering work according to claim 1, wherein a plurality of the net-like bags are integrated by connecting a reinforcing member provided at the bottom and the opening with a connecting member. 前記連結部材が、前記張力部材に固定可能に、かつ、前記張力部材の長さ方向に移動可能に取り付けられていることを特徴とする請求項2に記載の土木工事用ふとんかご。The futon basket for civil engineering work according to claim 2, wherein the connection member is fixed to the tension member and movably attached in a length direction of the tension member. 前記連結部材が、前記補強帯を取り囲むように環状に形成されていることを特徴とする請求項2または請求項3に記載の土木工事用ふとんかご。The futon basket for civil engineering work according to claim 2 or 3, wherein the connecting member is formed in an annular shape so as to surround the reinforcing band.
JP2002349708A 2002-12-02 2002-12-02 Futon basket for civil engineering work Expired - Fee Related JP3696200B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002349708A JP3696200B2 (en) 2002-12-02 2002-12-02 Futon basket for civil engineering work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002349708A JP3696200B2 (en) 2002-12-02 2002-12-02 Futon basket for civil engineering work

Publications (2)

Publication Number Publication Date
JP2004183276A true JP2004183276A (en) 2004-07-02
JP3696200B2 JP3696200B2 (en) 2005-09-14

Family

ID=32752166

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002349708A Expired - Fee Related JP3696200B2 (en) 2002-12-02 2002-12-02 Futon basket for civil engineering work

Country Status (1)

Country Link
JP (1) JP3696200B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009015830A1 (en) 2007-08-02 2009-02-05 Geobrugg Ag Construction element for structures for the protection and stabilization of regions at risk of erosion, sliding, and falling rocks, and a method and system for the production thereof
WO2010048930A1 (en) * 2008-10-31 2010-05-06 Naue Gmbh & Co. Kg Geogrid column
JP5826338B1 (en) * 2014-07-28 2015-12-02 瀬戸内金網商工株式会社 Gabion coupling device
JP5826335B1 (en) * 2014-07-14 2015-12-02 瀬戸内金網商工株式会社 Gabion coupling device
JP2016035164A (en) * 2014-08-01 2016-03-17 瀬戸内金網商工株式会社 Connector for wire cylinder
JP2016037711A (en) * 2014-08-05 2016-03-22 瀬戸内金網商工株式会社 Connected body of gabions
KR20210077986A (en) * 2019-12-18 2021-06-28 한국건설기술연구원 Bag member for soft ground reinforcement, soft ground reinforcement structure and soft ground reinforcement method using the same

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009015830A1 (en) 2007-08-02 2009-02-05 Geobrugg Ag Construction element for structures for the protection and stabilization of regions at risk of erosion, sliding, and falling rocks, and a method and system for the production thereof
WO2010048930A1 (en) * 2008-10-31 2010-05-06 Naue Gmbh & Co. Kg Geogrid column
JP5826335B1 (en) * 2014-07-14 2015-12-02 瀬戸内金網商工株式会社 Gabion coupling device
JP2016020577A (en) * 2014-07-14 2016-02-04 瀬戸内金網商工株式会社 Connector for gabion
JP5826338B1 (en) * 2014-07-28 2015-12-02 瀬戸内金網商工株式会社 Gabion coupling device
JP2016035164A (en) * 2014-08-01 2016-03-17 瀬戸内金網商工株式会社 Connector for wire cylinder
JP2016037711A (en) * 2014-08-05 2016-03-22 瀬戸内金網商工株式会社 Connected body of gabions
KR20210077986A (en) * 2019-12-18 2021-06-28 한국건설기술연구원 Bag member for soft ground reinforcement, soft ground reinforcement structure and soft ground reinforcement method using the same
KR102313391B1 (en) * 2019-12-18 2021-10-15 한국건설기술연구원 Bag member for soft ground reinforcement, soft ground reinforcement structure and soft ground reinforcement method using the same

Also Published As

Publication number Publication date
JP3696200B2 (en) 2005-09-14

Similar Documents

Publication Publication Date Title
AU2011268417B2 (en) Mechanically stabilized earth welded wire wall facing system and method
US20120137598A1 (en) Gabion elements for producing constructions such as walls, barricades and the like
JP4938543B2 (en) Manufacturing frame for bag and manufacturing method of bag
TWI695803B (en) Bags for civil engineering and structures for civil engineering
JP2004183276A (en) Wire mat for civil engineering work
RU98763U1 (en) DEVICE FOR STRENGTHENING THE SOIL
US8632278B2 (en) Mechanically stabilized earth welded wire facing connection system and method
JP3963921B2 (en) Reinforcement fence for concrete pile
WO2022195996A1 (en) Molding box device for infill material formation, and civil engineering work bag body positioning method
JP5826338B1 (en) Gabion coupling device
JPH0351424A (en) Banking forming method and forming material
JP5292220B2 (en) Mounting structure of synthetic resin gabion
JP2010285848A (en) Composite columnar structure
JP2009121086A (en) Banking reinforcing structure and banking reinforcing method
JP4445153B2 (en) Floor surface formation method using gabion
JP4652353B2 (en) Block mat and block mat manufacturing method
KR100704145B1 (en) Pipe connection method and the device
KR100397847B1 (en) Head reinforced apparatus for steel pipe piles
JP7075602B2 (en) Civil engineering structure and construction method of civil engineering structure
JP7233306B2 (en) Structure of improved foundation and construction method of improved foundation
JP4054304B2 (en) Restrained soil structure and its construction method
KR100654884B1 (en) Geogrid puller and method for covering soil using it
KR200367774Y1 (en) Pipe connection device
JP2003245913A (en) Manufacturing method for imitation stone, and imitation stone
KR200354129Y1 (en) geogrid

Legal Events

Date Code Title Description
A977 Report on retrieval

Effective date: 20050111

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050208

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050408

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

Effective date: 20050607

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Effective date: 20050628

Free format text: JAPANESE INTERMEDIATE CODE: A61

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Year of fee payment: 4

Free format text: PAYMENT UNTIL: 20090708

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

Free format text: PAYMENT UNTIL: 20090708

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20100708

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20110708

Year of fee payment: 6

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

Year of fee payment: 7

Free format text: PAYMENT UNTIL: 20120708

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

Year of fee payment: 8

Free format text: PAYMENT UNTIL: 20130708

LAPS Cancellation because of no payment of annual fees