JP3282778B2 - Fiber laying device for reinforced earth method by continuous fiber - Google Patents

Fiber laying device for reinforced earth method by continuous fiber

Info

Publication number
JP3282778B2
JP3282778B2 JP11045195A JP11045195A JP3282778B2 JP 3282778 B2 JP3282778 B2 JP 3282778B2 JP 11045195 A JP11045195 A JP 11045195A JP 11045195 A JP11045195 A JP 11045195A JP 3282778 B2 JP3282778 B2 JP 3282778B2
Authority
JP
Japan
Prior art keywords
bobbin
yarn
case
fiber
reinforced earth
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.)
Expired - Fee Related
Application number
JP11045195A
Other languages
Japanese (ja)
Other versions
JPH08302694A (en
Inventor
清司 坂庭
昭一 堀
隆 弓山
愼一 伊藤
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.)
Kumagai Gumi Co Ltd
Nittoc Constructions Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
Nittoc Constructions 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 Kumagai Gumi Co Ltd, Nittoc Constructions Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP11045195A priority Critical patent/JP3282778B2/en
Publication of JPH08302694A publication Critical patent/JPH08302694A/en
Application granted granted Critical
Publication of JP3282778B2 publication Critical patent/JP3282778B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、連続繊維による補強土
工法用繊維配設装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fiber arranging apparatus for a reinforced earth method using continuous fibers.

【0002】[0002]

【従来の技術】連続繊維による補強土工法用繊維配設装
置は、周知のように連続繊維の糸の糸巻を格納し、この
糸巻からの糸を送り出すガイドステーを有する糸の供給
装置と、この供給装置から繰り出される糸を水タンクか
ら高圧ポンプを介して供給管で送られる高圧水を利用し
て噴射ノズルから噴射するエジェクターとからなる繊維
配設装置に、ベルトコンベアとマテリアルホースを有す
る吹付機とからなる砂の供給装置を組み合わせるもので
ある。
2. Description of the Related Art As is well known, a fiber arranging apparatus for a reinforced earth method using a continuous fiber stores a yarn of a continuous fiber yarn, and a yarn supply device having a guide stay for sending out the yarn from the yarn winding. A spraying machine having a belt conveyor and a material hose in a fiber arranging device consisting of an ejector for injecting yarn from a water tank from a water tank via a high pressure pump via a high pressure pump using a high pressure water from an injection nozzle. And a sand supply device comprising:

【0003】そして、エジェクターでは噴射ノズルに糸
が挿通され、この噴射ノズルから高圧水が吐出されると
それにつられて糸も噴射ノズルから噴射される。一方、
砂はベルトコンベアとマテリアルホースにより前記糸の
噴出先まで搬送し、糸と直接噴射・混合させる。
[0003] In the ejector, the yarn is inserted into the injection nozzle, and when high-pressure water is discharged from the injection nozzle, the yarn is also injected from the injection nozzle. on the other hand,
The sand is transported to the yarn jetting destination by a belt conveyor and a material hose, and is directly jetted and mixed with the yarn.

【0004】このように使用する砂の0.15〜0.2 %(乾
燥重量比)程度の連続繊維(マルチフィラメント無撚
糸)をジェット水と一緒に噴射、砂と三次元的に混合す
ることで、剪断強さを増加させ、より安定した強固な土
構造物を構築することができる。
[0004] The continuous fiber (multifilament non-twisted yarn) of about 0.15 to 0.2% (dry weight ratio) of the sand used in this way is jetted together with jet water and mixed three-dimensionally with the sand to obtain a shear strength. Therefore, a more stable and strong soil structure can be constructed.

【0005】かかる工法は道路の擁癖や盛土のほか、法
面の保護、軟弱地盤上の盛土基礎、さらに耐震及び防震
基礎、衝撃に対する構造物の保護、ダムのフィルター層
などに幅広く適用可能である。
[0005] Such a construction method can be widely applied to road habits and embankments, slope protection, embankment foundations on soft ground, earthquake-resistant and earthquake-proof foundations, protection of structures against impacts, dam filter layers, and the like. is there.

【0006】ところで、前記糸の供給装置は、従来は、
例えば出願人が先に提案した特願平6−100415号
のように、複数の糸巻からの糸を絡ませて送り出す1本
のガイドステーを有するものを1台単位の供給装置と
し、この分割された供給装置の複数台を同じ台車に積載
している。
[0006] By the way, the yarn supply device is conventionally
For example, as shown in Japanese Patent Application No. 6-100415 previously proposed by the applicant, a device having one guide stay that entangles and sends out yarns from a plurality of bobbins is defined as a supply device in units of one unit. A plurality of supply devices are mounted on the same truck.

【0007】そして、この台車を施工場所に移動して作
業する。法面などで台車の移設が困難な場合は、エジェ
クターのみが施工場所に移動することになり、糸の供給
装置とエジェクター間の距離が長くなるが、かかる場合
は、糸の供給装置とエジェクター間にガイドリングを設
けた支柱を立設し、このガイドリングに糸を挿通してい
る。
[0007] Then, the truck is moved to a construction site for work. If it is difficult to move the bogie on a slope, etc., only the ejector will move to the construction site, and the distance between the yarn supply device and the ejector will be long. A support having a guide ring is provided upright, and a thread is inserted through the guide ring.

【0008】[0008]

【発明が解決しようとする課題】分割された供給装置の
複数台を同じ台車に積載する従来例では、台車を法面な
どに移設できず、かかる場合は、エジェクターとの間に
支柱を必要とし、多くの部材を要するのみならず、支柱
の設置などの作業も増え、作業性がよくない。
In the conventional example in which a plurality of divided supply devices are loaded on the same truck, the truck cannot be moved to a slope or the like. In such a case, a support is required between the ejector and the ejector. In addition to the need for many members, the number of operations such as installation of columns is also increased, resulting in poor workability.

【0009】本発明の目的は前記従来例の不都合を解消
し、法面などにも糸の供給装置を容易に移設でき、支柱
なども不要で作業性のよい連続繊維による補強土工法用
繊維配設装置を提供することにある。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned disadvantages of the prior art, and to easily transfer a yarn supply device to a slope or the like. Equipment is provided.

【0010】[0010]

【課題を解決するための手段】本発明は前記目的を達成
するため、第1に、連続繊維の糸の糸巻を格納する糸の
供給装置と、この供給装置から繰り出される糸を高圧水
または圧縮空気を利用して噴射ノズルから噴射するエジ
ェクターとからなる連続繊維による補強土工法用繊維配
設装置において、糸の供給装置は、複数の糸巻からの糸
を絡ませて送り出す1本のガイドステーを有する可搬式
のボビンケースを1台単位とし、これを複数台単独で配
設することを要旨とするものである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention firstly provides a yarn supplying device for storing a continuous fiber yarn, and a high-pressure water or compression yarn supplied from the supplying device. In a fiber arranging device for a reinforced earth method by a continuous fiber comprising an ejector ejected from an injection nozzle using air, a yarn supply device has one guide stay that entangles and sends out yarns from a plurality of bobbins. The gist of the present invention is that one portable bobbin case is provided as a unit, and a plurality of the bobbin cases are independently provided.

【0011】第2に、該ボビンケースは、ボビンケース
ベース上にロードセルを介して複数のボビン受け台を設
置し、該ボビン受け台に糸巻を取り付け、全体を鳥籠状
のケースカバーで覆ったことを要旨とするものである。
Second, in the bobbin case, a plurality of bobbin supports are installed via a load cell on a bobbin case base, a bobbin is attached to the bobbin support, and the whole is covered with a bird cage-shaped case cover. The gist is that.

【0012】[0012]

【作用】請求項1記載の本発明によれば、ボビンケース
1台当たりの重量が軽くなるから、法面などにも1台ず
つ容易に移動でき、設置場所も1台分をそれぞれ確保す
ればよいから、場所を選ぶことがなく、どのような施工
現場へも簡単に設置でき、エジェクターの近くに配設で
きるから作業性がよい。
According to the first aspect of the present invention, the weight per bobbin case is reduced, so that it can be easily moved one by one to a slope or the like, and the installation space can be secured for each one. Because it is good, it can be easily installed at any construction site without choosing a place, and it can be arranged near the ejector, so workability is good.

【0013】また、各ボビンケースは単独で独立して機
能するから、別個に移動設置しても支障がなく、また、
全体を鳥籠状のケースカバーで覆ったから、運搬しやす
い。
Further, since each bobbin case functions independently and independently, there is no problem even if the bobbin cases are separately moved and installed.
The whole is covered with a birdcage-shaped case cover, making it easy to transport.

【0014】[0014]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明の連続繊維による補強土工法用
繊維配設装置の要部であるボビンケースの正面図、図2
は同上平面図で、まず、繊維配設装置の全体構成を図11
について説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a front view of a bobbin case which is a main part of a fiber arranging device for a reinforced earth method using continuous fibers according to the present invention.
FIG. 11 is a plan view of the fiber arranging apparatus, and FIG.
Will be described.

【0015】基本的構成は従来と同様であり、糸の供給
装置1と、この供給装置1から繰り出される糸2を水タ
ンク3から高圧ポンプ4を介して供給管5で送られる高
圧水を利用して噴射ノズル6から噴射するエジェクター
7とからなり、これに、砂の供給装置8を組み合わせ
る。
The basic structure is the same as that of the prior art. A yarn supply device 1 and a high-pressure water sent from a water tank 3 through a high-pressure pump 4 to a yarn 2 fed from the supply device 1 by a high-pressure pump 5 are used. And an ejector 7 for jetting from a jet nozzle 6, which is combined with a sand supply device 8.

【0016】砂の供給装置8は、従来周知のように、ベ
ルトコンベア9aでホッパー10に連結した計量器11と、
該計量器11にベルトコンベア9bを介して連結する吹き
付け機12とで構成される。図中13は砂山14から砂を搬送
するトラクターショベル、15は吹き付け機12に圧縮空気
を供給するコンプレッサーを示す。
As is well known in the art, a sand supply device 8 includes a weighing device 11 connected to a hopper 10 by a belt conveyor 9a,
It comprises a spraying machine 12 connected to the measuring device 11 via a belt conveyor 9b. In the figure, reference numeral 13 denotes a tractor excavator that conveys sand from a sand pile 14, and 15 denotes a compressor that supplies compressed air to the spraying machine 12.

【0017】また、16は計量器11などの電源となる発電
機、17は分電盤、18は糸の供給装置1から繰り出される
糸の量を計測する計量装置を示す。
Reference numeral 16 denotes a generator serving as a power source of the measuring device 11 and the like, reference numeral 17 denotes a distribution board, and reference numeral 18 denotes a measuring device for measuring the amount of yarn fed from the yarn supplying device 1.

【0018】かかる構成の繊維配設装置において、本発
明では糸の供給装置1の構成として、複数(図示の例で
は4個)の糸巻19からの糸2を絡ませて送り出す1本の
ガイドステー20を有する可搬式のボビンケース21を1台
単位とし、これを複数台(図示の例では4台)単独で配
設した。
In the fiber arranging device having such a configuration, in the present invention, as the configuration of the yarn supply device 1, one guide stay 20 for tangling and sending out the yarns 2 from a plurality of (four in the illustrated example) yarn windings 19 is used. The portable bobbin case 21 having the above is provided as a single unit, and a plurality of the bobbin cases 21 (four in the illustrated example) are independently provided.

【0019】このボビンケース21は、図1、図2に示す
ようにベース22に支持枠23を組み合わせるもので、ベー
ス22は図3、図4にも示すように矩形の枠体22aの内部
に支持桟22bをクロスさせて取りつけ、枠体22aの4隅
に結合ピン22cを突設した。
The bobbin case 21 is a combination of a base 22 and a support frame 23 as shown in FIGS. 1 and 2, and the base 22 is provided inside a rectangular frame 22a as shown in FIGS. The support bars 22b were crossed and mounted, and connecting pins 22c were protruded from the four corners of the frame 22a.

【0020】支持枠23は、図5、図6にも示すように上
部を円弧状に湾曲させた4本の枠体の下部を前記ベース
22の4隅から立ち上げ、結合ピン22cと連結ピン24とで
ベース22に固定し、ベース22との組み合わせでケース全
体を鳥籠状に形成し、カバーで覆う。
As shown in FIGS. 5 and 6, the supporting frame 23 is formed by lowering four frame members whose upper portions are curved in an arc shape.
The case 22 is raised from the four corners, fixed to the base 22 with the connecting pins 22c and the connecting pins 24, and the entire case is formed in a bird cage shape in combination with the base 22, and is covered with a cover.

【0021】かかるケース内の底部に図8にも示すロー
ドセル25を下部ピン25aで固定し、上部ピン25bを介し
て上部にクロス状のバーで構成する計量架台26を取り付
ける。
A load cell 25 also shown in FIG. 8 is fixed to the bottom of the case with a lower pin 25a, and a weighing stand 26 composed of a cross-shaped bar is attached to the upper part via an upper pin 25b.

【0022】この計量架台26のバーの上に下部ボビン受
け台27と上部ボビン受け台28とを合計4個方形に配置さ
せて設ける。下部ボビン受け台27は図9、図10にも示す
ように平面クロス状の斜め板で構成し、この斜め板の上
に輪状の上部ボビン受け台28を組み合わせ、下部ボビン
受け台27と上部ボビン受け台28とをボビン取り付け軸29
で結合する。
A lower bobbin receiving stand 27 and an upper bobbin receiving stand 28 are provided on the bar of the weighing stand 26 in a total of four squares. As shown in FIGS. 9 and 10, the lower bobbin pedestal 27 is formed of a plane cross-shaped oblique plate, and a ring-shaped upper bobbin pedestal 28 is combined on the sloping plate to form the lower bobbin pedestal 27 and the upper bobbin. Bobbin mounting shaft 29 with cradle 28
To join.

【0023】この場合、4個のボビン取り付け軸29はケ
ースの中心に向けて内傾して設置され、該ボビン取り付
け軸29に装着する糸巻19もこれにともないケース中心に
向かって内傾する。図中30は、糸2の繰り出し口であ
る。
In this case, the four bobbin mounting shafts 29 are installed inclining toward the center of the case, and the bobbin 19 mounted on the bobbin mounting shaft 29 also inclines toward the center of the case accordingly. In the figure, reference numeral 30 denotes a yarn feeding port.

【0024】以上のように構成する糸の供給装置1の各
ボビンケース21に設置のロードセル25を計量装置18に接
続する。
The load cell 25 installed in each bobbin case 21 of the yarn supply device 1 configured as described above is connected to the measuring device 18.

【0025】次に動作について説明する。法面31などの
施工現場に4個のボビンケース21を搬入し、適宜場所に
移設する。この場合、4個のボビンケース21はそれぞれ
別個に移動でき、また、別個の場所に配設できるから、
設置場所が限定されない。糸の供給装置1の各ボビンケ
ース21では、4個の糸巻き19から繰り出された連続繊維
としての糸2は、4本が1本に撚られ、繰り出し口30、
ガイドステー20から出て、エジェクター7の噴射ノズル
6に挿通される。
Next, the operation will be described. The four bobbin cases 21 are carried into a construction site such as the slope 31 and are moved to an appropriate place. In this case, since each of the four bobbin cases 21 can be moved separately and can be arranged in a separate place,
The installation location is not limited. In each of the bobbin cases 21 of the yarn supply device 1, four yarns 2 as continuous fibers drawn out from the four bobbins 19 are twisted into one, and a payout port 30,
It exits from the guide stay 20 and is inserted into the ejection nozzle 6 of the ejector 7.

【0026】そして、エジェクター7では水タンク3か
ら高圧ポンプ4を介して供給管5で送られる高圧水が噴
射ノズル6から噴射されると前記糸2もこれにつられて
吐出され、吹き付け機12から噴出する砂と直接噴射・混
合される。糸2の供給量はロードセル25で検出され、計
量装置18で計量される。
In the ejector 7, when high-pressure water sent from a water tank 3 through a supply pipe 5 via a high-pressure pump 4 is jetted from an injection nozzle 6, the yarn 2 is also discharged along with the jet 2 and is discharged from the spraying machine 12. It is directly sprayed and mixed with the blasting sand. The supply amount of the yarn 2 is detected by the load cell 25 and measured by the measuring device 18.

【0027】なお、エジェクター7は高圧水ではなく、
圧縮空気を利用して噴射ノズルから噴射するものでもよ
い。
The ejector 7 is not high-pressure water,
Injection may be performed from an injection nozzle using compressed air.

【0028】[0028]

【発明の効果】以上述べたように本発明の連続繊維によ
る補強土工法用繊維配設装置は、連続繊維の糸の糸巻を
格納する糸の供給装置と、この供給装置から繰り出され
る糸を高圧水または圧縮空気を利用して噴射ノズルから
噴射するエジェクターとからなる連続繊維による補強土
工法用繊維配設装置において、糸の供給装置を単独で別
個に搬送自在な複数のボビンケースで構成したから、法
面などへも容易に移設でき、また、エジェクターの近く
に配設できるから、作業性が向上する。
As described above, the fiber arranging device of the present invention for reinforced earth method using continuous fibers is provided with a yarn supplying device for storing the yarns of the continuous fibers and a high-pressure yarn supplied from the supplying device. In the fiber arranging device for reinforced earth method by continuous fiber consisting of an ejector ejecting from an injection nozzle using water or compressed air, the yarn supplying device is constituted by a plurality of bobbin cases that can be independently transported independently. It can be easily relocated to slopes, etc., and can be installed near the ejector, improving workability.

【0029】そして、ボビンケーは全体をカバーで覆っ
た鳥籠状としたから、移動作業も容易なものである。
Since the bobbin cage is formed in a bird cage shape which is entirely covered with a cover, the bobbin cage can be easily moved.

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

【図1】本発明の連続繊維による補強土工法用繊維配設
装置の要部であるボビンケースの正面図である。
FIG. 1 is a front view of a bobbin case which is a main part of a fiber arranging device for a reinforced earth method using continuous fibers according to the present invention.

【図2】本発明の連続繊維による補強土工法用繊維配設
装置の要部であるボビンケースの平面図である。
FIG. 2 is a plan view of a bobbin case which is a main part of a fiber arranging device for a reinforced earth method using continuous fibers of the present invention.

【図3】本発明のボビンケースのベース部分の正面図で
ある。
FIG. 3 is a front view of a base portion of the bobbin case of the present invention.

【図4】本発明のボビンケースのベース部分の平面図で
ある。
FIG. 4 is a plan view of a base portion of the bobbin case of the present invention.

【図5】本発明のボビンケースの支持枠部分の正面図で
ある。
FIG. 5 is a front view of a support frame portion of the bobbin case of the present invention.

【図6】本発明のボビンケースの支持枠部分の平面図で
ある。
FIG. 6 is a plan view of a support frame portion of the bobbin case of the present invention.

【図7】本発明のボビンケースの計量架台部分の平面図
である。
FIG. 7 is a plan view of a weighing platform portion of the bobbin case of the present invention.

【図8】本発明のボビンケースのロードセル部分の正面
図である。
FIG. 8 is a front view of a load cell portion of the bobbin case of the present invention.

【図9】本発明のボビンケースの下部ボビン受け台部分
の正面図である。
FIG. 9 is a front view of a lower bobbin receiving base of the bobbin case of the present invention.

【図10】本発明のボビンケースの下部ボビン受け台部
分の平面図である。
FIG. 10 is a plan view of a lower bobbin receiving portion of the bobbin case of the present invention.

【図11】連続繊維による補強土工法の説明図である。FIG. 11 is an explanatory view of a reinforced earth method using continuous fibers.

【符号の説明】[Explanation of symbols]

1…糸の供給装置 2…糸 3…水タンク 4…高圧ポンプ 5…供給管 6…噴射ノズル 7…エジェクター 8…砂の供給装置 9a,9b…ベルトコンベア 10…ホッパー 11…計量器 12…吹き付け機 13…トラクターショベル 14…砂山 15…コンプレッサー 16…発電機 17…分電盤 18…計量装置 19…糸巻 20…ガイドステー 21…ボビンケース 22…ベース 22a…枠体 22b…支持桟 22c…結合ピン 23…支持枠 24…連結ピン 25…ロードセル 25a…下部ピン 25b…上部ピン 26…計量架台 27…下部ボビン受け
台 28…上部ボビン受け台 29…ボビン取り付け
軸 30…繰り出し口 31…法面
DESCRIPTION OF SYMBOLS 1 ... Thread supply device 2 ... Thread 3 ... Water tank 4 ... High pressure pump 5 ... Supply pipe 6 ... Injection nozzle 7 ... Ejector 8 ... Sand supply device 9a, 9b ... Belt conveyor 10 ... Hopper 11 ... Measuring device 12 ... Spraying Machine 13 ... Tractor excavator 14 ... Sand pile 15 ... Compressor 16 ... Generator 17 ... Distribution board 18 ... Metering device 19 ... Pincushion 20 ... Guide stay 21 ... Bobbin case 22 ... Base 22a ... Frame 22b ... Support bar 22c ... Connecting pin 23 ... support frame 24 ... connecting pin 25 ... load cell 25a ... lower pin 25b ... upper pin 26 ... weighing stand 27 ... lower bobbin receiving stand 28 ... upper bobbin receiving stand 29 ... bobbin mounting shaft 30 ... payout port 31 ... slope

フロントページの続き (72)発明者 弓山 隆 東京都中央区銀座8丁目14番14号 日特 建設株式会社内 (72)発明者 伊藤 愼一 東京都中央区銀座8丁目14番14号 日特 建設株式会社内 (56)参考文献 特開 平2−256719(JP,A) 特開 平2−74723(JP,A) 特開 平8−158373(JP,A) 特開 平2−232421(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 17/18 E02D 17/20 103 E02D 3/00 Continuing from the front page (72) Inventor Takashi Yuyama 8-14-14 Ginza, Chuo-ku, Tokyo Nittoku Construction Co., Ltd. (72) Inventor Shinichi Ito 8-14-14 Ginza, Chuo-ku, Tokyo Nippon Construction (56) References JP-A-2-256719 (JP, A) JP-A-2-74723 (JP, A) JP-A-8-158373 (JP, A) JP-A-2-232421 (JP, A) A) (58) Field surveyed (Int. Cl. 7 , DB name) E02D 17/18 E02D 17/20 103 E02D 3/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 連続繊維の糸の糸巻を格納する糸の供給
装置と、この供給装置から繰り出される糸を高圧水また
は圧縮空気を利用して噴射ノズルから噴射するエジェク
ターとからなる連続繊維による補強土工法用繊維配設装
置において、糸の供給装置は、複数の糸巻からの糸を絡
ませて送り出す1本のガイドステーを有する可搬式のボ
ビンケースを1台単位とし、該ボビンケースは、ボビン
ケースベース上にロードセルを介して複数のボビン受け
台を設置し、該ボビン受け台に糸巻を取り付け、全体を
鳥籠状のケースカバーで覆ったものであり、これを複数
台単独で配設することを特徴とする連続繊維による補強
土工法用繊維配設装置。
1. A continuous fiber reinforcing device comprising: a yarn supplying device for storing a continuous fiber yarn winding; and an ejector for ejecting a yarn fed from the supplying device from an injection nozzle using high-pressure water or compressed air. In the fiber arranging device for an earthwork method, the yarn supplying device is configured such that a portable bobbin case having one guide stay for tangling and feeding yarns from a plurality of bobbins is a unit, and the bobbin case is a bobbin case.
Multiple bobbin receiving via load cell on case base
Install a table, attach a bobbin to the bobbin receiving stand,
A fiber arranging device for a reinforced earth method using continuous fibers , which is covered with a birdcage-shaped case cover, and a plurality of such members are arranged independently.
JP11045195A 1995-05-09 1995-05-09 Fiber laying device for reinforced earth method by continuous fiber Expired - Fee Related JP3282778B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11045195A JP3282778B2 (en) 1995-05-09 1995-05-09 Fiber laying device for reinforced earth method by continuous fiber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11045195A JP3282778B2 (en) 1995-05-09 1995-05-09 Fiber laying device for reinforced earth method by continuous fiber

Publications (2)

Publication Number Publication Date
JPH08302694A JPH08302694A (en) 1996-11-19
JP3282778B2 true JP3282778B2 (en) 2002-05-20

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP11045195A Expired - Fee Related JP3282778B2 (en) 1995-05-09 1995-05-09 Fiber laying device for reinforced earth method by continuous fiber

Country Status (1)

Country Link
JP (1) JP3282778B2 (en)

Also Published As

Publication number Publication date
JPH08302694A (en) 1996-11-19

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