JP2001064933A - Bag material for civil engineering work and bagging method for fill material - Google Patents

Bag material for civil engineering work and bagging method for fill material

Info

Publication number
JP2001064933A
JP2001064933A JP28186799A JP28186799A JP2001064933A JP 2001064933 A JP2001064933 A JP 2001064933A JP 28186799 A JP28186799 A JP 28186799A JP 28186799 A JP28186799 A JP 28186799A JP 2001064933 A JP2001064933 A JP 2001064933A
Authority
JP
Japan
Prior art keywords
bag
net
mesh
civil engineering
upper opening
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
JP28186799A
Other languages
Japanese (ja)
Other versions
JP3650712B2 (en
Inventor
Masato Yoshino
正人 吉野
Yoshiichi Ishikawa
芳一 石川
Tadao Tamura
資夫 田邑
Yukihiro Shinomura
幸廣 篠村
Tadakatsu Sakai
忠勝 坂井
Toshihiro Tanaka
敏博 田中
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.)
Kyowa Co Ltd
Original Assignee
Kyowa 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 Kyowa Co Ltd filed Critical Kyowa Co Ltd
Priority to JP28186799A priority Critical patent/JP3650712B2/en
Publication of JP2001064933A publication Critical patent/JP2001064933A/en
Application granted granted Critical
Publication of JP3650712B2 publication Critical patent/JP3650712B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Revetment (AREA)
  • Container Filling Or Packaging Operations (AREA)
  • Bag Frames (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a bag material for civil engineering works and the bagging method for a fill material, by which the damage of a bag generated in the case of the filling of the fill material or in the case of its usage is prevented. SOLUTION: The bag body for civil engineering works is composed of synthetic-fiber yarn strips, and used by filling a fill material in which the bag is formed of the net fabric 1 of a non-knot net or a knot net in which sections among knitted knot sections 2a and the knitted knot sections 2a are knitted by two net legs. The bag materials for civil engineering works and bags arranged in a frame are filled with the fill material and opening sections are clamped, and the frame is pulled upwards and the bags are extracted.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、合成繊維糸条で編
成された網で形成されている袋で、玉石、割栗石、コン
クリート塊等の中詰め材を袋詰めし、河川および海岸の
根固め工、橋脚等の洗掘防止工や各種ドレーン工、護岸
緑化工、水中構造物や築堤の構築等に用いる土木工事用
袋材と中詰め材を袋詰めする方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bag formed of a net knitted with synthetic fiber yarns, which is filled with medium-filled materials such as cobblestones, split stones and concrete lumps, and is used for the roots of rivers and coasts. The present invention relates to a method of packing bags for civil engineering works and filling materials used for stiffening works, scour prevention works such as piers, various drain works, revetment revegetation works, construction of underwater structures and embankments, and the like.

【0002】[0002]

【従来の技術】合成繊維糸条で編成された網で形成され
ている袋に石材等の中詰め材を詰めた袋体が根固め工事
や洗掘防止工事等に使用されている。このような袋体で
網糸に損傷や切断が起きたときは、袋体の使用中に網地
より中詰め材が抜け出す恐れがある。このため、袋は組
節部と組節部の間が1本の網脚で編成されている網地
(以下「1脚網」と呼称する)を二重にして1枚の網地
が破損しても他の1枚で中詰め材が抜け出さないように
しているが、中詰め材の投入や袋体の仮置き移動時に二
重の網の網糸が重なっていることが多く、その重なって
いる部分に衝撃荷重が掛かると網糸が切れる危険が大き
い。また吊り上げ吊り下ろし時に内網と外網との相関摩
擦により網糸に損傷を及ぼしたり、内網と外網に均等に
荷重が掛からず片側の網糸に集中して荷重が掛かり切断
の恐れがある。また2枚の網地で袋材を作製することは
1枚の網地で作製するのに比べて縫製に手間取り、とり
わけ大型の袋を作製する場合は網地面積が大きく、1枚
の網地の重量も重たくこれを重ね合わせて縫製すること
が困難であるという問題がある。
2. Description of the Related Art A bag made of a net formed of synthetic fiber yarns and packed with a filling material such as a stone is used for a burring work or a scouring prevention work. If the net yarn is damaged or cut in such a bag, the filling material may fall out of the netting during use of the bag. For this reason, one net is damaged by double-laying a net (hereinafter, referred to as a “one leg net”) in which a bag is knitted with one net between the braids. Even though the other one piece does not allow the filling material to escape, the double mesh net yarn often overlaps when filling the filling material or moving the bag temporarily. If an impact load is applied to the part where the wire is cut, there is a great risk that the net yarn will break. Also, when lifting and lowering, there is a danger of the net yarn being damaged due to the friction between the inner net and the outer net, and the inner net and the outer net are not evenly loaded, and the load is concentrated on one side of the net and the cut may occur. is there. Also, fabricating a bag material with two meshes takes more time for sewing than fabricating with a single mesh fabric, and particularly when fabricating a large bag, the fabric area is large and one mesh fabric is used. Has a problem that it is also heavy and it is difficult to overlap and sew it.

【0003】さらに、土木工事用袋材に中詰め材を充填
した袋体は、仮置き、移動、設置等でクレーン等により
何度か吊り上げ、吊り下ろしされるので、袋体の底部に
は最も大きな荷重が掛かり、また地面との摩擦を受ける
ので底部網地は特に破損の恐れが大きい。また、中詰め
材を土木工事用袋材に充填する時に、図7に示すように
底部より上開口が広い製作枠14内に袋を配設し、その
中に石等の中詰め材を投入し、充填後に袋の開口を緊縛
して閉じ中詰め材を充填した袋体16をクレーンにて吊
り上げて製作枠から取り出すと、製作枠に傾斜があるた
めに投入中詰め材の石材が製作枠壁面に衝突する衝撃が
大きく、袋が破損され易く、また図8に示すように、合
成繊維で形成された袋は伸びる性質があるので、中詰め
材を充填した袋体16は製作枠15から離脱するまで、
中詰め材が袋を製作枠に押し当て、袋が摩擦されて破損
され易いという問題がある。
[0003] Further, the bag body filled with the filling material in the bag material for civil engineering work is lifted and lowered several times by a crane or the like for temporary placement, movement, installation, etc., so that the bottom of the bag body is Since a large load is applied and friction with the ground occurs, the bottom mesh is particularly likely to be damaged. When filling the filling material into the bag material for civil engineering work, as shown in FIG. 7, the bag is arranged in the production frame 14 having a wide opening above the bottom, and the filling material such as stone is put into the bag. Then, after filling, the opening of the bag is closed and the bag body 16 filled with the filling material is lifted with a crane and taken out of the production frame. As shown in FIG. 8, the bag made of synthetic fiber has the property of stretching because the impact colliding with the wall surface is large and the bag is easily broken. Until you leave,
There is a problem that the filling material presses the bag against the production frame, and the bag is easily rubbed and damaged.

【0004】[0004]

【発明が解決しようとする課題】袋材に中詰め材の石等
を充填する時、または使用中に袋が破損することがあ
り、また破損した個所より中詰め材が抜け出す恐れがあ
る。本発明はこの問題を解決するために袋の一部が破損
したとしても中詰め材が抜け出し難い、しかも袋が形成
しやすい網構造の袋を用い、破損しやすい袋の底部を破
損し難い構造に形成するとともに、袋に中詰め材を充填
するときに袋が破損し難い袋詰め方法を採り、使用中に
破損しにくく、中詰め材が抜け出し難い土木工事用袋材
と中詰め材の袋詰め方法を提供することを課題としてい
る。
When the bag material is filled with a stone or the like as a filling material, the bag may be damaged during use, or the filling material may fall out from the damaged portion. In order to solve this problem, the present invention uses a net-structured bag in which the filling material is difficult to come out even if a part of the bag is damaged, and is easy to form, and the bottom of the bag which is easily damaged is hard to be damaged. It is formed into a bag, and when filling the bag with the filling material, it uses a bag packing method that does not easily break, and it is difficult to break during use and the filling material is difficult to escape. The task is to provide a packing method.

【0005】[0005]

【課題を解決するための手段】本発明は、 「1. 合成繊維糸条からなり、組節部と組節部の間が
2本網脚で編成されている無結節網または有結節網の網
地で袋が形成された中詰め材を充填して使用する、土木
工事用袋材。 2. 編成した網地が空隙率45〜90%で、伸度30
〜80%であり、網目が25〜250mmであって、網
目一辺の長さLと袋に充填する塊状体の短径断面周長A
とが、4×L×1.8≦Aの関係を満たす網地で形成さ
れた1項に記載された中詰め材を充填して使用する、土
木工事用袋材。 3. 網地を筒状に縫製した袋に、上方開口部近傍の網
目に口絞りロープを挿通し、下方開口部近傍の網目に下
方開口部を巾着絞り緊縛するための底絞りロープを挿通
して下方開口部を緊縛し、上方開口部より下方開口部巾
着絞り部を通って上方開口部に達する複数の補強ロープ
を取付けてなる1項ないし2項に記載された中詰め材を
充填して使用する、土木工事用袋材。 4. 網地を二つ折りにして折り部を底として両側部を
縫製した封筒状袋の上方開口部近傍の網目に口絞りロー
プを挿通し、底部網近傍の網目に巾着絞り緊縛するため
の底絞りロープを挿通して緊縛し、上方開口部より底部
網巾着絞り部を通って上方開口部に達する複数の補強ロ
ープを取り付けてなる1項ないし2項に記載された中詰
め材を充填して使用する、土木工事用袋材。 5. 底絞りロープにより巾着状態に絞られた底部網絞
り部と上方開口部より底部網巾着絞り部を通って上方開
口部に達する複数の補強ロープとの交差部を結束ロープ
により緊縛した1項ないし4項のいずれか1項に記載さ
れた中詰め材を充填して使用する、土木工事用袋材。 6. 玉石、割栗石、コンクリート塊等の中詰め材を袋
詰めする時に、方形もしくは円形状で上下が開口してお
り、上開口の方形の1辺もしくは円形の直径が、上開口
と下開口が同一、もしくは下に広くなる角度のある計量
升を兼ねた石詰め袋体製作枠内に、1項ないし5項のい
ずれか1項に記載された袋を設置し、玉石、割栗石、コ
ンクリート塊等の中詰め材を充填後、上方開口部を口絞
りロープにより繁縛した後、製作枠を上方に引き上げ、
製作枠内の石詰め袋を取り出すことを特徴とする中詰め
材の袋詰め方法。」に関する。
Means for Solving the Problems The present invention is directed to "1. A knotless net or a knotted net made of synthetic fiber yarn and knitted with two nets between the knotted portions. 1. A bag material for civil engineering work, which is filled with a filling material in which a bag is formed with a mesh 2. The knitted mesh has a porosity of 45 to 90% and an elongation of 30.
8080%, the mesh is 25 to 250 mm, the length L of one side of the mesh and the minor diameter cross-sectional circumference A of the lump to be filled in the bag.
Is a bag material for civil engineering work, which is filled with the filling material described in item 1 formed of a netting satisfying a relation of 4 × L × 1.8 ≦ A. 3. A mouth drawing rope is inserted into the mesh near the upper opening through a bag in which the mesh is sewn in a tubular shape, and a bottom drawing rope is inserted through the mesh near the lower opening to draw down the lower opening. The opening is tightened and a plurality of reinforcing ropes reaching the upper opening from the upper opening through the lower opening purse draw-down portion are attached and filled with the filling material described in the item 1 or 2. , Bags for civil engineering. 4. A bottom draw rope for inserting a mouth draw rope into the mesh near the upper opening of the envelope-shaped bag whose both sides are sewn with the folded part as the bottom with the folded part at the bottom, and a drawstring draw tight on the mesh near the bottom mesh And a plurality of reinforcing ropes reaching the upper opening from the upper opening through the bottom net drawstring narrowing portion are attached and used. , Bags for civil engineering. 5. Items 1 to 4 in which the intersection of the bottom net drawing portion narrowed down to the drawstring state by the bottom drawing rope and a plurality of reinforcing ropes reaching the upper opening from the upper opening through the bottom net drawstring drawing portion is tied up by a binding rope. A civil engineering work bag material, which is filled with the filling material described in any one of the above items. 6. When bagging filling materials such as cobblestones, split stones, and concrete blocks, the upper and lower openings are square or circular, and the upper opening and the lower opening have the same side or circular diameter. Alternatively, the bag described in any one of Items 1 to 5 is set in a stone-filled bag manufacturing frame that also serves as a measuring weighing box having a wide angle underneath, and cobblestone, split stone, concrete lump, etc. After filling the filling material, the upper opening is tied up with a mouth drawing rope, then the production frame is pulled up,
A method for packing medium filling material, comprising taking out a stone packing bag in a production frame. About.

【0006】[0006]

【発明の実施の形態】本発明では袋を形成する基材を網
地と言い、網地で形成された中詰め材を充填する袋を袋
材と言い、中詰め材を充填した袋を袋体と言う。また網
地の組節部と組節部の間の糸条を網脚と言う。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In the present invention, a base material forming a bag is called a mesh, a bag filled with a filling material formed of a mesh is called a bag material, and a bag filled with a filling material is a bag. Say body. In addition, the thread between the braided portions of the net is called a net leg.

【0007】本発明の土木工事用袋材は、図1で示すよ
うに組節部2aと、組節部2bとの間を2本の網脚3a
・3bで編成している合成繊維製の2脚網の網地1で形
成されている。従来、1脚網を二重にして袋を形成して
いたが、この1脚網と同じ太さの脚網2本を同じ網目の
大きさで1枚の網に編成して、本発明の2脚網を作製す
る。2脚網のため1本の脚網が破損しても他の1本で中
詰め材の抜け出しを防止することができる。また2脚網
を1枚で土木工事用袋材を形成できるので重ね合わせが
不要になり、縫製加工が容易になる。2脚網は、無結節
網または有結節網のいずれでもよい。特に伸度が大きく
網糸の一部が破損したときに、解れ難い無結節網のラッ
セル編成した網で形成することが特に好適に用いられ
る。土木工事用袋材は網地により形成されたもので、形
状適応性に富んでおり、中詰め材を充填して設置場所に
配設したとき、設置場所の形状に適応して馴染み、安定
した状態で設置される。
As shown in FIG. 1, the bag material for civil engineering work of the present invention has two mesh legs 3a between the joints 2a and 2b.
-It is formed of a two-leg net 1 made of synthetic fiber knitted in 3b. Conventionally, a bag was formed with a single leg net being doubled, but two leg nets having the same thickness as the one leg net were knitted into one net with the same mesh size, and the present invention Make a bipod net. Even if one leg net breaks due to the two-leg net, the other one can prevent the middle filling material from coming off. In addition, since the bag material for civil engineering work can be formed by one piece of the two-leg net, overlapping is not required, and sewing work is facilitated. The bipod net may be either a knotless net or a knotted net. In particular, when a part of the net yarn is broken due to a large elongation, it is particularly preferably used to form a net made of Russell knitting of a knotless net which is difficult to unravel. The bag material for civil engineering work is formed of netting, and is rich in shape adaptability.When filling the filling material and disposing it at the installation location, it adapts to the shape of the installation location and adapts and is stable Installed in state.

【0008】空隙率が45〜90%であると水や潮の流
れの袋体に対する抵抗が少なく流されることがなく、充
填した中詰め材も土木工事用袋材で保持されるので流失
しない。また伸度が30〜80%であると、袋体接地面
の凹凸状態の地形に応じて最適な状態に変形して配設す
ることができる。伸度が30%未満では袋体形状適応性
が悪くなり、80%越えては積層配設時に下層部分が押
し潰されて安定よく積み上げることが困難である。
When the porosity is 45 to 90%, the resistance of the bag to the flow of water and tide is small, and the filled padding is held by the civil engineering bag, so that it does not flow. When the elongation is 30 to 80%, the bag can be arranged in an optimal state according to the topography of the unevenness of the ground contact surface of the bag. If the elongation is less than 30%, the adaptability of the bag shape is deteriorated. If the elongation exceeds 80%, the lower layer portion is crushed at the time of lamination and it is difficult to stably stack.

【0009】さらに土木工事用袋材が空隙率45〜90
%で伸度30〜80%であって、一辺の長さLと中詰め
材の短径断面周長Aが、4×L×1.8≦Aの関係を満
たす網地であると、水や潮の流れがどのように速くて
も、またどのような設置場所の形状であっても中詰め材
が網目より流出することがない。この関係式の1.8は
安全率である。
Furthermore, the bag material for civil engineering work has a porosity of 45 to 90.
%, The elongation is 30 to 80%, and the length L of one side and the short diameter cross-sectional circumference A of the filling material satisfy the relationship of 4 × L × 1.8 ≦ A. No matter how fast the tide flows or the shape of the installation location, the filling material does not flow out of the mesh. 1.8 in this relational expression is the safety factor.

【0010】網の材質は、ポリアミド、芳香族ポリアミ
ド、ポリエステル、芳香族ポリエステル、ポリビニルア
ルコール、ポリプロピレン、ポリエチレン等の合成繊維
が好ましい。網地を構成する網糸は、袋体の大きさ、つ
まり充填容積と重量により定められるが、網糸径1〜1
2mmのものが用いられる。
The net is preferably made of synthetic fibers such as polyamide, aromatic polyamide, polyester, aromatic polyester, polyvinyl alcohol, polypropylene and polyethylene. The mesh yarn constituting the mesh is determined by the size of the bag, that is, the filling volume and the weight.
A 2 mm one is used.

【0011】次に本発明の土木工事用袋材の製造方法に
ついて説明する。 土木工事用袋材の縫製方法1 網地を筒状にかがり紐14で縫製した袋の、上部の開口
5近傍の網目に口絞りロープ12を挿通し、下方の開口
近傍の全周網目に底絞りロープ8を挿通したものが図2
で示される袋材である。底部網を集束しながら底絞りロ
ープ8にて緊縛し、開口5より各網目を通り下部の開口
の底絞り部を通って開口5に達する2本の補強ロープ9
a・9bを挿通し、その両端部をさつま編みにてクレー
ン等の吊り部10を形成する。図6に示すように、補強
ロープ9a・9bを袋材13の底部網の絞り部の下で交
差させ、交差部で結束ロープ11で結束した後、その結
束ロープ11で袋材13の底絞りロープ8に取り付け、
図5に示すような円錐形の土木工事用袋材を作製する。
補強ロープ9a・9bは中詰め材の重量、土木工事用袋
材の大きさによって2本を越える本数を使用してもよ
い。下部の開口の底絞りロープ8の緊縛の不足の場合を
想定して中詰め材が外に抜け出さないように、底絞りロ
ープ8の緊縛を前に下方開口をかがり紐14で縫合し、
筒状にした後底部網を集束しながら底絞りロープ8にて
緊縛することが好ましい。
Next, a method for manufacturing the bag material for civil engineering work of the present invention will be described. Sewing method 1 of the bag material for civil engineering work The squeezing rope 12 is inserted into the mesh near the upper opening 5 of the bag obtained by sewing the netting into a tubular shape with the overhanging cord 14, and the bottom of the mesh is sewn around the lower opening. FIG. 2 shows the drawing rope 8 inserted.
It is a bag material shown by. While consolidating the bottom net, two reinforcing ropes 9 are tied up with the bottom throttle rope 8 to pass through each mesh from the opening 5 and to the opening 5 through the bottom throttle portion of the lower opening.
a. 9b is inserted, and both ends thereof are formed into a hanging portion 10 such as a crane by suturing. As shown in FIG. 6, the reinforcing ropes 9 a and 9 b intersect under the narrowed portion of the bottom net of the bag material 13, are tied with the binding rope 11 at the intersection, and then the bottom of the bag material 13 is squeezed with the binding rope 11. Attach to rope 8,
A conical civil engineering bag material as shown in FIG. 5 is produced.
More than two reinforcing ropes 9a and 9b may be used depending on the weight of the filling material and the size of the civil engineering work bag. Assuming the case where the binding of the bottom drawing rope 8 at the lower opening is insufficient, the binding of the bottom drawing rope 8 is sewn with the overhanging string 14 before the binding of the bottom drawing rope 8 so that the filling material does not come out.
It is preferable to bind the tubular rear bottom net with the bottom drawing rope 8 while converging the net.

【0012】土木工事用袋材の縫製方法2 底部に開口部ができないように網地を1枚を二つ折りに
し、図3に示すようにその折り部4を袋材13の底部、
上部を開口5とし、両側辺部の縁辺6をかがり紐14に
て縫合して封筒状にした後、袋材13の網底部7の網目
に底絞りロープ8を全周に挿通する。全周に挿通した底
絞りロープ8を絞り、図4に示すように底部網を集束し
た後、底絞りロープ8で緊縛する。底絞りロープ8は、
底部の網を集束しながら全周に挿通してもよい。底部網
を絞った袋材13に図5に示すように縁辺6を通り補強
ロープ9aと、これと直交する補強ロープ9bを取り付
ける。補強ロープ9a・9bは個々に取付け位置の網の
網目に挿通して取付けられ、両端部に吊り部10をさつ
ま編みにて形成する。補強ロープ9a・9bは、中詰め
材の重量、土木工事用袋材の大きさによって2本を越え
る本数を使用してもよい。補強ロープ9a・9bを袋材
13の底部網の絞り部の下で交差させ、図6に示すよう
に補強ロープ9a・9bを交差部で結束ロープ11で結
束した後、その結束ロープ11で袋材13の底絞りロー
プ8に取り付ける。
Sewing method 2 of bag material for civil engineering work One net is folded in two so that there is no opening at the bottom, and the folded portion 4 is folded at the bottom of bag material 13 as shown in FIG.
The upper part is an opening 5, the edges 6 on both sides are sewn with an overhang string 14 to form an envelope, and then the bottom squeezing rope 8 is inserted all around the mesh of the mesh bottom 7 of the bag material 13. The bottom drawing rope 8 inserted through the entire circumference is squeezed and the bottom net is converged as shown in FIG. The bottom drawing rope 8
It may be inserted all around while converging the bottom net. As shown in FIG. 5, a reinforcing rope 9a that passes through the edge 6 and a reinforcing rope 9b that is perpendicular to the reinforcing rope 9a are attached to the bag material 13 having the bottom net squeezed. The reinforcing ropes 9a and 9b are individually attached by being inserted into the mesh of the mesh at the attachment position, and the hanging portions 10 are formed at both ends by satsuma knitting. The number of the reinforcing ropes 9a and 9b may be more than two depending on the weight of the filling material and the size of the civil engineering work bag. The reinforcing ropes 9a and 9b are crossed under the narrowed portion of the bottom net of the bag material 13, and the reinforcing ropes 9a and 9b are tied with the binding rope 11 at the intersection as shown in FIG. It is attached to the bottom drawing rope 8 of the material 13.

【0013】これ等の方法によって製作された土木工事
用袋材は、中詰め材が充填されたときに最も大きい荷重
が掛かり、且つ地面との摩擦を受けて破損し易い底部に
網糸が集束され、網糸が底部絞り部から放射状に作用す
ることにより、底部で作用する網糸量が増加し、底部の
網が均一に荷重を受けることができるので底部網の破損
が防止できる。また底部網を絞った袋材に上方開口から
底部を通り、対向する上方開口に達する複数の補強ロー
プを取り付け、複数の補強ロープを底部の交差部で底絞
りロープと結束ロープにより結束緊縛すると、土木工事
用袋材に中詰め材を充填した袋体をクレーン等で吊り上
げ、また吊り下ろしを行う場合は、常に底部網の中心で
荷重を受け易く、底部網全体で荷重を均一に分散し易く
なり、底部網の破損がし難くなる。補強ロープは10〜
60mm、口絞りロープは4〜12mm、底絞りロープ
は10〜30mm、結束紐は4〜12mm、かがり紐は
4〜12mm、のものが好適に使用され、材質は、ポリ
エステルが好ましいがポリアミド、芳香族ポリアミド、
芳香族ポリエステル、ポリビニルアルコール、ポリプロ
ピレン、ポリエチレン等の合成繊維でもよい。
The bag material for civil engineering work manufactured by these methods is subjected to the largest load when the filling material is filled, and the net yarn is bundled at the bottom which is easily damaged by friction with the ground. Since the net yarn acts radially from the bottom narrowed portion, the amount of net yarn acting on the bottom increases, and the bottom net can be uniformly loaded, so that the bottom net can be prevented from being damaged. Also, a plurality of reinforcing ropes that pass through the bottom from the upper opening to the upper opening are attached to the bag material with the bottom net squeezed, and a plurality of reinforcing ropes are bound and bound by the bottom drawing rope and the binding rope at the intersection of the bottom, When lifting and lowering bags filled with filling materials in civil engineering work bags, it is easy to receive the load at the center of the bottom net at all times, and it is easy to distribute the load evenly throughout the bottom net. And the bottom net is hardly damaged. The reinforcement rope is 10
60 mm, mouth drawn rope is 4 to 12 mm, bottom drawn rope is 10 to 30 mm, tying string is 4 to 12 mm, overlocking string is 4 to 12 mm, and the material is preferably polyester, but polyamide, aromatic Group polyamide,
Synthetic fibers such as aromatic polyester, polyvinyl alcohol, polypropylene, and polyethylene may be used.

【0014】作製した土木工事用袋材を上方および下方
とも開口で同一の形状もしくは上方より下方へと広くな
る角度のある方形体または円形での製作枠内に土木工事
用袋材を設置し、中詰め材を充填し袋体16の上方開口
部を口絞りロープ12で緊縛して閉じた後、図9に示す
ように製作枠17の隅に設けた製作枠の吊り具18をク
レーンのフックに掛け、図10に示すように製作枠17
を吊り上げて、中詰め材を充填した袋体16を製作枠1
7から取り除いた。このように製作枠を吊り上げて除去
する方法であると、充填中の中詰め材の製作枠壁面への
衝撃が和らげられ、土木工事用袋材の破損がし難くな
る。中詰め材を充填した袋体16を製作枠から取り出す
場合、製作枠17を吊り上げると、合成繊維製網で形成
されている土木工事用袋材は伸び、中詰め材の自重によ
り袋体16が製作枠の下からはみ出し、製作枠内部の中
詰め材が下方へと急激に移動するので、土木工事用袋材
は製作枠との摩擦が少なくなり破損もしなくなる。
The civil engineering bag material is placed in a rectangular or circular production frame having the same shape with the upper and lower openings and an angle extending from the upper side to the lower side, and After filling the filling material and closing the upper opening of the bag body 16 with the squeezing rope 12 and closing it, the hanging member 18 of the production frame provided at the corner of the production frame 17 as shown in FIG. , And as shown in FIG.
And the bag 16 filled with the filling material is made into the production frame 1.
Removed from 7. In the method of lifting and removing the production frame in this manner, the impact of the filling material being filled on the production frame wall surface is reduced, and the civil engineering bag material is less likely to be damaged. When taking out the bag 16 filled with the filling material from the production frame, when the production frame 17 is lifted, the bag material for civil engineering work formed by the synthetic fiber net is stretched, and the bag 16 is formed by the own weight of the filling material. Since the filling material inside the production frame protrudes from below the production frame and moves rapidly downward, the civil engineering work bag material has less friction with the production frame and is not damaged.

【0015】[0015]

【実施例】実施例1 組節部と組節部の間が80mmの長さ(80mm目)で
この間に編成している2本の脚網が各々1260デニー
ルのナイロン長繊維90本からなる無結節(ラッセル)
網地10m×4mを用い二つ折りにして、上方及び下方
開口部の幅が5mの筒状にし、下方開口部及び縁辺を縫
製した図2の網袋を作製した。この網袋の底部網目から
3目上の網目に太さ16mmのポリエステル製の底絞り
ロープ8を全周に挿通しながら、網袋の底部網7を集束
して底絞りロープ8を巻き付けて緊縛した。底部網7を
絞った網袋に太さ30mmのポリエステル製の補強ロー
プ9a・9bの2本を開口5から底部を通り、対向する
開口5まで各々が底部で直交するように網目を通して取
り付け、両端部に吊り上げ用ループの吊部に10を形成
した。底部で直交した2本の補強ロープを太さ9mmの
ポリエステル製の結束ロープ11を用いて交差部で結束
した後、その結束ロープ11で網袋の底絞りロープ8に
取り付けた。さらに網袋の開口5から2目下の網目に太
さ9mmのポリエステル製の口絞りロープ12を挿通し
て取り付けて本発明の土木工事用袋材を得た。この土木
工事用袋材を上下開口2.5m×2.5m、高さ1.5
mの製作枠17内に配設し、40〜50cmの大きさの
割栗石12トンを充填した後、口絞りロープ12で土木
工事用袋材の開口を緊縛して閉じ、袋体16を作製し
た。次に製作枠17の上部4隅に製作枠の吊り具18吊
り上げ用ワイヤーロープを取り付けた。クレーンのフッ
クに掛けて製作枠17を吊り上げて製作枠17を取り出
した。さらにこの石詰め袋体を補強ロープの端部に設け
てある吊り部10にクレーンのフックに掛けて10回吊
り上げ、吊り下ろしを繰り返したが土木工事用袋材の破
損はなく中詰め材の抜け出しもなかった。
EXAMPLE 1 The distance between the braided section and the braided section was 80 mm (80 mm), and the two leg nets knitted between them were made of 90 nylon long fibers of 1260 denier each. Nodule (Russell)
Using a mesh of 10 m × 4 m, the mesh was folded in two to form a tubular shape having a width of 5 m at the upper and lower openings, and the mesh bag of FIG. 2 was sewn at the lower opening and the edge. While a 16 mm-thick polyester bottom draw rope 8 is inserted all the way around the bottom mesh of the net bag from the bottom mesh, the bottom net 7 of the mesh bag is bundled and the bottom draw rope 8 is wound around to bind. did. Two reinforcing ropes 9a and 9b made of polyester having a thickness of 30 mm are passed through the mesh from the opening 5 to the opposing opening 5 so as to be orthogonal to each other at the bottom of the mesh bag with the bottom net 7 squeezed. 10 was formed on the hanging portion of the lifting loop. Two reinforcing ropes orthogonal to each other at the bottom were bound at the intersection using a 9 mm-thick polyester binding rope 11, and then attached to the bottom drawing rope 8 of the net bag with the binding rope 11. Further, a 9 mm-thick polyester squeezing rope 12 was inserted into and attached to the second mesh below the opening 5 of the mesh bag to obtain a civil engineering construction bag material of the present invention. The bag material for civil engineering work is opened up and down 2.5m x 2.5m, height 1.5
m, and is filled with 12 tons of cracked stone having a size of 40 to 50 cm. Then, the opening of the bag for civil engineering work is tightly closed with the squeezing rope 12, and the bag body 16 is produced. did. Next, wire ropes for lifting the hanging members 18 of the production frame were attached to the upper four corners of the production frame 17. The production frame 17 was lifted on a hook of a crane, and the production frame 17 was taken out. Further, this stone-stuffed bag was hung on a hanging portion 10 provided at the end of the reinforcing rope with a hook of a crane and lifted ten times, and was repeatedly dropped. However, the bag for civil engineering work was not damaged, and the middle-stuffed material was pulled out. There was no.

【0016】実施例2 組節部と組節部の間が80mmの長さ(80mm目)で
この間に編成している2本の脚網が各々1260デニー
ルのナイロン長繊維90本からなる無結節(ラッセル)
網地5m×8mを用い網袋の底が折り部4となるように
二つ折りにして、上方の開口5の幅が5m、縁辺の長さ
4mの封筒状の図3の網袋を作製した。この網袋の底部
網目から3目上の網目に太さ16mmのポリエステル製
の底絞りロープ8を全周に挿通しながら、網袋の底部網
7を集束して底絞りロープ8を巻き付けて緊縛した。底
部網7を絞った網袋に太さ30mmのポリエステル製の
補強ロープ9a・9bの2本を開口5から底部を通り、
対向する開口5まで各々が底部で直交するように網目を
通して取り付け、両端部に吊り上げ用ループの吊部に1
0を形成した。底部で直交した2本の補強ロープ9a・
9bを太さ9mmのポリエステル製の結束ロープ11を
用いて交差部で結束した後、その結束ロープ11で網袋
の底絞りロープ8に取り付けた。さらに網袋の開口5か
ら2目下の網目に太さ9mmのポリエステル製の口絞り
ロープ12を挿通して取り付けて本発明の土木工事用袋
材を得た。この土木工事用袋材を上下開口2.5m×
2.5m、高さ1.5mの製作枠17内に配設し、40
〜50cmの大きさの割栗石12トンを充填した後、口
絞りロープ12で土木工事用袋材の開口を緊縛して閉
じ、袋体16を作製した。次に製作粋17の上部4隅に
製作枠の吊り具18吊り上げ用ワイヤーロープを取り付
けた。クレーンのフックに掛けて製作枠17を吊り上げ
て製作枠17を取り出した。さらにこの石詰め袋体を補
強ロープの端部に設けてある吊り部10をクレーンのフ
ックに掛けて10回吊り上げ、吊り下ろしを繰り返した
が土木工事用袋材の破損はなく中詰め材の抜け出しもな
かった。
Example 2 A knot-free knot consisting of 90 nylon long fibers of 1260 deniers, each of which has a length of 80 mm (80 mm) between the knot portions and two leg nets knitted therebetween. (Russell)
Using a mesh of 5 m × 8 m, the mesh bag was folded in two so that the bottom of the mesh bag became the folded portion 4, thereby producing an envelope-shaped mesh bag of FIG. 3 having an upper opening 5 having a width of 5 m and an edge length of 4 m. . While a 16 mm-thick polyester bottom draw rope 8 is inserted all the way around the bottom mesh of the net bag from the bottom mesh, the bottom net 7 of the mesh bag is bundled and the bottom draw rope 8 is wound around to bind. did. Two 30 mm thick polyester reinforcement ropes 9 a and 9 b are passed through the bottom of the opening 5 from the opening 5 in a net bag squeezed from the bottom net 7.
Attach through the mesh so that each of them is orthogonal at the bottom up to the opposing opening 5, and one end is attached to the hanging part of the lifting loop at both ends.
0 was formed. Two reinforcing ropes 9a that are orthogonal at the bottom
9b was tied at the intersection using a 9 mm-thick polyester tie rope 11, and then attached to the bottom draw rope 8 of the net bag with the tie rope 11. Further, a 9 mm-thick polyester squeezing rope 12 was inserted into and attached to the second mesh below the opening 5 of the mesh bag to obtain a civil engineering construction bag material of the present invention. 2.5 m ×
It is arranged in a production frame 17 having a height of 2.5 m and a height of 1.5 m.
After filling 12 tons of cracked stone having a size of about 50 cm, the opening of the bag for civil engineering work was tightly closed with the squeezing rope 12 to produce a bag body 16. Next, wire ropes for lifting the hanging members 18 of the production frame were attached to the upper four corners of the production 17. The production frame 17 was lifted on a hook of a crane, and the production frame 17 was taken out. Further, the hanging part 10 provided at the end of the reinforcing rope was hung on a hook of a crane, and the hanging part 10 was lifted ten times and was repeatedly lowered. There was no.

【0017】[0017]

【発明の効果】本発明は合成繊維糸条からなる網で形成
される土木工事用袋材において2脚網を用いることによ
り、1枚で十分に破損に耐え、中詰め材の抜け出しもな
い結果が得られた。また土木工事用袋材の網底部を絞
り、補強ロープを取り付け、製作枠を吊り上げて製作枠
内の袋体から製作枠を取り除くことにより、使用中にお
ける土木工事用袋材の破損が著しく減少される結果が得
られた。さらに縫製作業が容易になり、総合結果として
中詰め材を充填した袋体の成形性が著しく向上した。
According to the present invention, by using a bipod net in a civil engineering construction bag made of a net made of synthetic fiber yarn, one sheet can sufficiently withstand damage and does not come out of the filling material. was gotten. Also, by squeezing the net bottom of the civil engineering bag, attaching the reinforcing rope, lifting the production frame and removing the production frame from the bag inside the production frame, the damage of the civil engineering bag during use is significantly reduced. Results were obtained. Further, the sewing operation was facilitated, and as a result, the moldability of the bag filled with the filling material was remarkably improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】2脚網の構造図を示す。FIG. 1 shows a structural diagram of a bipod net.

【図2】実施例1の縫製された網袋の斜視図である。FIG. 2 is a perspective view of a sewn mesh bag according to the first embodiment.

【図3】実施例2の縫製された網袋の斜視図である。FIG. 3 is a perspective view of a sewn mesh bag according to a second embodiment.

【図4】縫製された網袋の底部網を集束して緊縛した斜
視図である。
FIG. 4 is a perspective view in which the bottom net of the sewn net bag is bundled and bound.

【図5】土木工事用袋材の斜視図である。FIG. 5 is a perspective view of a bag material for civil engineering work.

【図6】土木工事用袋材の底部の補強ロープの取り付け
の拡大図である。
FIG. 6 is an enlarged view of attachment of a reinforcing rope at the bottom of the bag material for civil engineering work.

【図7】従来の袋詰め方法の断面図である。FIG. 7 is a sectional view of a conventional bag packing method.

【図8】従来の製作枠内の袋体をクレーンにて持ち上げ
た状態を示す。
FIG. 8 shows a state in which a bag in a conventional production frame is lifted by a crane.

【図9】本発明の袋詰め方法の断面図である。FIG. 9 is a sectional view of the bag packing method of the present invention.

【図10】本発明の中詰め材の充填後の製作枠を持ち上
げている状態を示す。
FIG. 10 shows a state where the production frame after filling with the filling material of the present invention is lifted.

【符号の説明】[Explanation of symbols]

1 網地 2a 組節部 2b 組節部 3a 脚網 3b 脚網 4 折り部 5 開口 6 縁辺 7 底部網 8 底絞りロープ 9a 補強ロープ 9b 補強ロープ 10 吊り部 11 結束ロープ 12 口絞りロープ 13 袋材 14 かがり紐 15 従来の上部の方が広い製作枠 16 袋体(中詰め材を充填したもの) 17 本発明の製作枠 18 製作枠の吊り具 DESCRIPTION OF SYMBOLS 1 Netting 2a Braided part 2b Braided part 3a Leg net 3b Leg net 4 Folding part 5 Opening 6 Edge 7 Bottom net 8 Bottom rope 9a Reinforcement rope 9b Reinforcement rope 10 Suspension part 11 Binding rope 12 Port rope Rope 13 Bag material 14 Overlock String 15 Conventional Production Frame with Upper Upper Part 16 Bag (Filled with Filling Material) 17 Production Frame of the Present Invention 18 Hanging Tool of Production Frame

───────────────────────────────────────────────────── フロントページの続き (72)発明者 田邑 資夫 大阪府大阪市中央区南船場1丁目13番20号 キョーワ株式会社内 (72)発明者 篠村 幸廣 大阪府大阪市中央区南船場1丁目13番20号 キョーワ株式会社内 (72)発明者 坂井 忠勝 大阪府大阪市中央区南船場1丁目13番20号 キョーワ株式会社内 (72)発明者 田中 敏博 大阪府大阪市中央区南船場1丁目13番20号 キョーワ株式会社内 Fターム(参考) 2D018 AA06 CA02 3E003 AA05 AB02 BC02 BD03 CA01 CB06 DA06 3E064 AD15 BA10 BA26 BA30 BA36 BA40 BA54 BC15 BC17 EA08 EA09 EA16 EA23 FA01 HG03 HJ05 HL09 HM02 HN34 HP04 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor: Tomio Tamura 1-13-20 Minamisenba, Chuo-ku, Osaka-shi, Osaka Inside of Kyowa Co., Ltd. (72) Yukihiro Shinomura 1-chome, Minamisenba, Chuo-ku, Osaka-shi, Osaka No. 13-20 Inside Kyowa Co., Ltd. (72) Inventor Tadakatsu Sakai 1-13-20 Minamisenba, Chuo-ku, Osaka City, Osaka Prefecture Inside Kyowa Co., Ltd. (72) Toshihiro Tanaka 1-1-13 Minamisenba, Chuo-ku, Osaka City, Osaka No. 20 KYOWA CORPORATION F term (reference) 2D018 AA06 CA02 3E003 AA05 AB02 BC02 BD03 CA01 CB06 DA06 3E064 AD15 BA10 BA26 BA30 BA36 BA40 BA54 BC15 BC17 EA08 EA09 EA16 EA23 FA01 HG03 HJ05 HL09 HM02 HN34 HP04

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 合成繊維糸条からなり、組節部と組節部
の間が2本網脚で編成されている無結節網または有結節
網の網地で袋が形成された中詰め材を充填して使用す
る、土木工事用袋材。
1. A filling material in which a bag is formed of a knotless or knotty netting made of a synthetic fiber yarn and knitted between two knitted portions with two net legs. Used for filling civil engineering bags.
【請求項2】 編成した網地が空隙率45〜90%で、
伸度30〜80%であり、網目が25〜250mmであ
って、網目一辺の長さLと袋に充填する塊状体の短径断
面周長Aとが、4×L×1.8≦Aの関係を満たす網地
で形成された請求項1に記載された中詰め材を充填して
使用する、土木工事用袋材。
2. The knitted netting has a porosity of 45 to 90%,
The elongation is 30 to 80%, the mesh is 25 to 250 mm, and the length L of one side of the mesh and the short diameter cross-sectional circumference A of the lump to be filled in the bag are 4 × L × 1.8 ≦ A. A bag material for civil engineering work, which is filled with the filling material according to claim 1 formed of a mesh material satisfying the following relationship.
【請求項3】 網地を筒状に縫製した袋に、上方開口部
近傍の網目に口絞りロープを挿通し、下方開口部近傍の
網目に下方開口部を巾着絞り緊縛するための底絞りロー
プを挿通して下方開口部を緊縛し、上方開口部より下方
開口部巾着絞り部を通って上方開口部に達する複数の補
強ロープを取付けてなる請求項1ないし2に記載された
中詰め材を充填して使用する、土木工事用袋材。
3. A bottom drawing rope for inserting a mouth drawing rope into a mesh near an upper opening portion in a bag formed by sewing a net into a tubular shape, and tightening a purse-string narrowing of the lower opening portion in a mesh near a lower opening portion. And a plurality of reinforcing ropes reaching the upper opening from the upper opening through the lower opening purse draw-down portion are attached to the middle filling material. Filled and used for civil engineering bags.
【請求項4】 網地を二つ折りにして折り部を底として
両側部を縫製した封筒状袋の上方開口部近傍の網目に口
絞りロープを挿通し、底部網近傍の網目に巾着絞り緊縛
するための底絞りロープを挿通して緊縛し、上方開口部
より底部網巾着絞り部を通って上方開口部に達する複数
の補強ロープを取り付けてなる請求項1ないし2に記載
された中詰め材を充填して使用する、土木工事用袋材。
4. An opening rope is inserted into a mesh near an upper opening of an envelope-shaped bag whose both sides are sewn with the folded portion as a bottom by folding the mesh into two parts, and a drawstring is tightened in a mesh near the bottom mesh. And a plurality of reinforcing ropes extending from the upper opening to the upper net through the drawstring drawdown at the bottom and attached to the upper opening. Filled and used for civil engineering bags.
【請求項5】 底絞りロープにより巾着状態に絞られた
低部網絞り部と上方開口部より底部網巾着絞り部を通っ
て上方開口部に達する複数の補強ロープとの交差部を結
束ロープにより緊縛した請求項1ないし4のいずれか1
項に記載された中詰め材を充填して使用する、土木工事
用袋材。
5. An intersecting portion of a lower net drawing portion narrowed down to a drawstring state by a bottom drawing rope and a plurality of reinforcing ropes reaching the upper opening from the upper opening through the bottom net drawstring drawing portion by a binding rope. Any one of claims 1 to 4 which is tied up
Bag material for civil engineering work, which is filled with the filling material described in the section.
【請求項6】 玉石、割栗石、コンクリート塊等の中詰
め材を袋詰めする時に、方形もしくは円形状で上下が開
口しており、上開口の方形の1辺もしくは円形の直径
が、上開口と下開口が同一、もしくは下に広くなる角度
のある計量升を兼ねた石詰め袋体製作枠内に、請求項1
ないし5のいずれか1項に記載された袋を設置し、玉
石、割栗石、コンクリート塊等の中詰め材を充填後、上
方開口部を口絞りロープにより緊縛した後、製作枠を上
方に引き上げ、製作枠内の石詰め袋を取り出すことを特
徴とする中詰め材の袋詰め方法。
6. When filling a filling material such as cobblestone, split stone, concrete block, etc., the upper and lower sides are opened in a square or circular shape, and one side of the square of the upper opening or the diameter of the circle is the upper opening. 2. A stone-filled bag manufacturing frame, which also serves as a measuring box having the same or lower opening and an angle that widens downward.
After setting the bag described in any one of the above items 5 to 5 and filling the filling material such as cobblestone, split stone, concrete lump, the upper opening is tied up with a mouth drawing rope, and then the production frame is pulled up. And a method for packing a medium filling material, comprising taking out a stone packing bag in a production frame.
JP28186799A 1999-08-27 1999-08-27 Bags for civil engineering bag materials and filling materials Expired - Fee Related JP3650712B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28186799A JP3650712B2 (en) 1999-08-27 1999-08-27 Bags for civil engineering bag materials and filling materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28186799A JP3650712B2 (en) 1999-08-27 1999-08-27 Bags for civil engineering bag materials and filling materials

Publications (2)

Publication Number Publication Date
JP2001064933A true JP2001064933A (en) 2001-03-13
JP3650712B2 JP3650712B2 (en) 2005-05-25

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Family Applications (1)

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Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003171918A (en) * 2001-12-04 2003-06-20 Tetra Co Ltd Back-fill structure and back-fill construction method
KR101021209B1 (en) 2009-02-17 2011-03-11 주식회사 삼안 Filling apparatus for river and coastal engineering fiber net
EP3816066A4 (en) * 2018-07-31 2021-12-08 Kyowa Co., Ltd. Bag material and crushed stone charging method using bag material
JP2021195764A (en) * 2020-06-11 2021-12-27 キョーワ株式会社 Filter unit for monopile and scoring prevention method using the same
JP2022122580A (en) * 2021-02-10 2022-08-23 キョーワ株式会社 Hoisting method of bag body from manufacturing frame

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003171918A (en) * 2001-12-04 2003-06-20 Tetra Co Ltd Back-fill structure and back-fill construction method
KR101021209B1 (en) 2009-02-17 2011-03-11 주식회사 삼안 Filling apparatus for river and coastal engineering fiber net
EP3816066A4 (en) * 2018-07-31 2021-12-08 Kyowa Co., Ltd. Bag material and crushed stone charging method using bag material
US11685597B2 (en) 2018-07-31 2023-06-27 Kyowa Co., Ltd. Bag material and crushed stone placement method using bag material
JP2021195764A (en) * 2020-06-11 2021-12-27 キョーワ株式会社 Filter unit for monopile and scoring prevention method using the same
JP2022122580A (en) * 2021-02-10 2022-08-23 キョーワ株式会社 Hoisting method of bag body from manufacturing frame

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