JP2005256383A - Continuous fiber-reinforced earth method - Google Patents

Continuous fiber-reinforced earth method Download PDF

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JP2005256383A
JP2005256383A JP2004068443A JP2004068443A JP2005256383A JP 2005256383 A JP2005256383 A JP 2005256383A JP 2004068443 A JP2004068443 A JP 2004068443A JP 2004068443 A JP2004068443 A JP 2004068443A JP 2005256383 A JP2005256383 A JP 2005256383A
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yarn
continuous fiber
feed roller
supply device
reinforced earth
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JP4421336B2 (en
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Seiji Sakaniwa
清司 坂庭
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Nittoc Constructions Co Ltd
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Nittoc Constructions Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a continuous fiber-reinforced earth method, which is carried out by supplying yarn formed of continuous fibers from a bobbin housed in a yarn supply device, ejecting the supplied yarn from an ejection nozzle of an ejector by using high-pressure water or compressed air, conveying sand to an ejection destination of the fibers, and directly ejecting the sand together with the yarn or mixing the yarn with the sand, wherein the reinforced earth method by using continuous fibers positively and efficiently achieves prevention of entanglement of the yarn even if the yarn supply device is separated a long distance from the ejector, and elimination of hindrance due to wind etc. during execution of the method. <P>SOLUTION: The continuous fiber-reinforced earth method is characterized by provision of a feed roller 32 for forcedly feeding the yarn 4 by pinching or winding the yarn, at a location between the yarn supply device 3 and the ejection nozzle 5. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、法面保護、擁壁築造、及び緑化工法に適用可能なものとして、連続した複数本の繊維と砂とを補強するべき施工個所に吹付ける連続繊維補強土工法に関するものである。   The present invention relates to a continuous fiber reinforced earth method for spraying a plurality of continuous fibers and sand to a construction site to be reinforced as applicable to slope protection, retaining wall construction, and greening method.

連続繊維による補強土工法を図14について説明する。連続繊維の糸の糸巻1を格納し、この糸巻1からの糸4を送り出すガイドステー2を有する糸の供給装置3と、この糸の供給装置3から繰り出される糸4を水タンク7から高圧ポンプ8を介して供給管9で送られる高圧水を利用して噴射ノズル5から噴射するエジェクター6とからなる繊維配設装置と、ベルトコンベア10とマテリアルホース11を有する吹付機12とからなる砂の供給装置を組み合わせる。図中13は吹付機12に圧縮空気を供給するコンプレッサー、14は高圧ポンプ8等の電源となる発電機、15は砂の計量器、16は可撓性の供給管9の電動式ホースリール、17は分電盤である。   A reinforced earthwork method using continuous fibers will be described with reference to FIG. A yarn supply device 3 having a guide stay 2 for storing a yarn spool 1 of a continuous fiber and feeding a yarn 4 from the yarn winding 1, and a high-pressure pump for feeding the yarn 4 fed out from the yarn supply device 3 from a water tank 7 The sand is composed of a fiber disposing device comprising an ejector 6 ejected from an ejection nozzle 5 using high-pressure water fed by a supply pipe 9 through 8, and a sprayer 12 having a belt conveyor 10 and a material hose 11. Combine feeding devices. In the figure, 13 is a compressor for supplying compressed air to the sprayer 12, 14 is a generator that serves as a power source for the high-pressure pump 8, 15 is a sand meter, 16 is an electric hose reel of a flexible supply pipe 9, Reference numeral 17 denotes a distribution board.

エジェクター6では噴射ノズル5に糸4が挿通され、この噴射ノズル5から圧水が吐出されるとそれにつられて糸4も噴射ノズル5から噴射される。一方、砂はベルトコンベア10とマテリアルホース11により前記糸4の噴出先まで搬送し、糸4と直接噴射・混合させる。   In the ejector 6, the yarn 4 is inserted into the injection nozzle 5. When pressurized water is discharged from the injection nozzle 5, the yarn 4 is also injected from the injection nozzle 5. On the other hand, the sand is conveyed to the ejection destination of the yarn 4 by the belt conveyor 10 and the material hose 11, and directly injected and mixed with the yarn 4.

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、せん断強さを増加させ、より安定した強固な土構造物を構築することができる。   In this way, the continuous fiber (multifilament untwisted yarn) of about 0.15 to 0.2% (dry weight ratio) of the sand used is jetted together with jet water and mixed with the sand three-dimensionally to shear. Strength can be increased and more stable and strong earth structures can be constructed.

道路の擁壁や盛土のほか、法面の保護、軟弱地盤上の盛土基礎、さらに耐震および防震基礎、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。   In addition to road retaining walls and embankments, it is widely applicable to slope protection, embankment foundations on soft ground, earthquake and seismic foundations, protection of structures against impacts, filter layers of dams, etc.

前記図14に示す連続繊維による補強土工法では、糸の供給装置3のガイドステー2とエジェクター6の間の糸4は風の影響を受け易く、糸4同士がからまることを考慮して15m以上離れては施工できない。また、50m以上離れては糸の供給不足となり、施工能率低下となってしまう。その結果、常にエジェクター6の近くに糸の供給装置3を配置しなければならず、機動性が損なわれる。   In the reinforced earth method using continuous fibers shown in FIG. 14, the yarn 4 between the guide stay 2 and the ejector 6 of the yarn supply device 3 is easily affected by wind, and 15 m or more is taken into consideration that the yarns 4 are entangled. Can't work away. Further, if the distance is 50 m or more, the supply of yarn is insufficient, and the construction efficiency is lowered. As a result, the yarn supplying device 3 must always be arranged near the ejector 6, and the mobility is impaired.

これに対して出願人は先に下記の特許出願を行った。   On the other hand, the applicant previously filed the following patent application.

特願2000−272855号(特開2002−81072号公報)Japanese Patent Application No. 2000-272855 (Japanese Patent Laid-Open No. 2002-81072)

この出願は、図13に示すように、連続繊維の糸4を糸の供給装置3に格納された糸巻1から繰り出し、この繰り出された糸4を高圧水または圧縮空気を利用してエジェクター6の噴射ノズル5から噴射し、一方、砂を前記繊維の噴射先まで搬送し、前記糸4と直接噴射・混合させる連続繊維による補強土工法において(前記図8参照)、糸の供給装置3と噴射ノズル5との間に糸4が挿通するガイドリング23を設けた支柱24を適宜間隔に配置し、このガイドリング23で糸の供給装置3と噴射ノズル5間の糸4を誘導すること、および、糸の供給装置3と噴射ノズル5との間に糸4が挿通するガイドリングを設けた鋼線を張設し、該鋼線に添わせてガイドリングで糸の供給装置3と噴射ノズル5間の糸4を誘導することを内容とするものである。   In this application, as shown in FIG. 13, a continuous fiber yarn 4 is fed from a spool 1 stored in a yarn supply device 3, and the fed yarn 4 is fed into the ejector 6 using high-pressure water or compressed air. In the reinforced earth method using continuous fibers that are sprayed from the spray nozzle 5 and transported to the fiber spray destination, and directly sprayed and mixed with the yarn 4 (see FIG. 8), the yarn feeder 3 and spray Struts 24 provided with guide rings 23 through which the threads 4 pass between the nozzles 5 are arranged at appropriate intervals, and the guide rings 23 guide the threads 4 between the thread supply device 3 and the injection nozzle 5; and A steel wire provided with a guide ring through which the yarn 4 is inserted is stretched between the yarn supply device 3 and the injection nozzle 5, and the yarn supply device 3 and the injection nozzle 5 are guided by the guide ring along the steel wire. The content is to guide the thread 4 between It is.

糸の供給装置3は複数の糸巻1からの糸4を絡ませて送り出す1本のガイドステー2を有するものを1台単位の糸の供給装置3とし、この分割された糸の供給装置3の複数台を同じ台車18に載置することとした。また、前記ガイドステー2はテレスコピック式に多段に伸縮自在なものとし、その旋回可能な根本部は蛇腹式の伸縮カバー19で覆い、砂等が入らないようにする。さらに、この台車18には糸4の糸巻1での残量を計測するために、ロードセル20を設けた。   The yarn supply device 3 includes a single guide stay 2 that entangles and feeds yarns 4 from a plurality of bobbin windings 1 as a unit of yarn supply device 3, and a plurality of divided yarn supply devices 3 are provided. The platform was placed on the same cart 18. The guide stay 2 is telescopic and can be extended and retracted in multiple stages, and its pivotable base is covered with a bellows-type elastic cover 19 so that sand or the like does not enter. Further, the carriage 18 is provided with a load cell 20 in order to measure the remaining amount of the thread 4 in the bobbin 1.

一方、エジェクター6は1本のヘッダー21に複数の噴射ノズル5を設け、高圧水の供給管9の延設部分は二股22に分割した部分をもって接続するものとした。また、糸の供給装置3のガイドステー2と前記エジェクター6との間に、糸4が挿通するガイドリング23を複数並列させて設けた支柱24を1または複数配置した。   On the other hand, the ejector 6 is provided with a plurality of injection nozzles 5 in one header 21, and the extended portion of the high-pressure water supply pipe 9 is connected with a portion divided into two forks 22. Further, one or a plurality of support columns 24 provided with a plurality of guide rings 23 through which the yarn 4 is inserted are arranged between the guide stay 2 of the yarn supply device 3 and the ejector 6.

これにより、糸の供給装置3とエジェクター6間が長い距離でも糸4のからまりを防止し、また、風等の影響で施工に支障をきたさないようにすることができる。   As a result, the yarn 4 can be prevented from being entangled even when the distance between the yarn supply device 3 and the ejector 6 is long, and the construction can be prevented from being hindered by the influence of wind or the like.

前記特許文献1の連続繊維による補強土工法によれば、糸が張っている状態を維持するのにガイドリングを設けた支柱を適宜間隔に配置するが、この間隔が広いとやはり糸が弛んでしまい、また、狭い間隔では支柱の存在自体が邪魔になる。さらに、糸が挿通するガイドリングを設けた鋼線を張設し、該鋼線に添わせて糸を誘導するのでは、この鋼線の存在も邪魔なものとなる。   According to the reinforced earth method using continuous fibers in Patent Document 1, struts provided with guide rings are arranged at appropriate intervals to maintain a state in which the yarn is stretched. However, if this interval is wide, the yarn is also loosened. In addition, the presence of the support itself becomes an obstacle at a narrow interval. Furthermore, if a steel wire provided with a guide ring through which the yarn is inserted is stretched and the yarn is guided along the steel wire, the presence of the steel wire also becomes an obstacle.

本発明の目的は前記従来例の不都合を解消し、連続繊維の糸を糸の供給装置に格納された糸巻から繰り出し、この繰り出された糸を高圧水または圧縮空気を利用してエジェクターの噴射ノズルから噴射し、一方、砂を前記繊維の噴射先まで搬送し、前記糸と直接噴射・混合させる連続繊維補強土工法において、糸の供給装置とエジェクター間が長い距離でも糸のからまりを防止し、また、風等の影響で施工に支障をきたさないようにするのに、確実かつ効率良く行うことができる連続繊維補強土工法を提供することにある。   An object of the present invention is to eliminate the disadvantages of the conventional example, and to feed a continuous fiber yarn from a spool wound in a yarn supply device, and use the high-pressure water or compressed air to feed the fed yarn to an ejection nozzle of an ejector. In the continuous fiber reinforced earth method, in which sand is transported to the fiber injection destination and directly injected and mixed with the yarn, the yarn is prevented from getting tangled even if the distance between the yarn supply device and the ejector is long. Another object of the present invention is to provide a continuous fiber reinforced earth method that can be reliably and efficiently carried out so as not to hinder construction due to the influence of wind or the like.

請求項1記載の本発明は前記目的を達成するため、連続繊維の糸を糸の供給装置に格納された糸巻から繰り出し、この繰り出された糸を高圧水または圧縮空気を利用してエジェクターの噴射ノズルから噴射し、一方、砂を前記繊維の噴射先まで搬送し、前記糸と直接噴射・混合させる連続繊維補強土工法において、糸の供給装置と噴射ノズルとの間に糸を挟みまたは巻回して強制的に送り出すフィードローラを設けたことを要旨とするものである。   In order to achieve the above object, the present invention as set forth in claim 1 feeds a continuous fiber yarn from a spool wound in a yarn supply device, and ejects the fed yarn using high-pressure water or compressed air. In a continuous fiber reinforced earth method, in which sand is transported to the spray destination of the fiber and directly sprayed and mixed with the thread, the thread is sandwiched or wound between the thread supply device and the spray nozzle. The gist of the invention is that a feed roller forcibly feeding is provided.

請求項1記載の本発明によれば、糸の供給装置から繰り出される糸はフィードローラで引き出され、かつ送られるので緊張した弛みのない状態を保ち、長い距離を送れるとともに、糸のからまりが防止でき、また、風等の影響で施工に支障をきたすようなこともない。   According to the first aspect of the present invention, the yarn fed out from the yarn feeding device is pulled out and fed by the feed roller, so that it can be kept in a tension-free state, can be sent for a long distance, and the yarn can be tangled. It can be prevented, and the construction is not hindered by the influence of wind or the like.

請求項2記載の本発明は、フィードローラは複数の糸を巻回すキャプスタンであり、その周辺に複数個が連接するノントルクローラを配設したことを要旨とするものである。   The gist of the present invention described in claim 2 is that the feed roller is a capstan around which a plurality of yarns are wound, and a non-torque roller connected to the plurality is arranged around the feed roller.

請求項2記載の本発明によれば、複数台の糸を纏めて1台のフィードローラ(キャプスタン)で送り出すことができ、装置としてもコンパクトになるとともに、1本のヘッダーに複数の噴射ノズルを設けるエジェクターに対してもスムーズな糸の送りとなる。ノントルクローラは糸にテンションを掛けずにフィードローラ(キャプスタン)へ、または、からのスムーズなガイドを行うことができる。   According to the second aspect of the present invention, a plurality of yarns can be collected and fed out by a single feed roller (capstan), and the apparatus can be made compact, and a plurality of injection nozzles can be provided in one header. Smooth feeding of yarn to the ejector provided with The non-torque roller can smoothly guide to or from the feed roller (capstan) without applying tension to the yarn.

請求項3記載の本発明は、フィードローラから出る糸には、糸の張力を検知して、糸の張力がなくなった場合に運転を停止する安全スイッチを沿設することを要旨とするものである。   The gist of the present invention described in claim 3 is that the yarn coming out from the feed roller is provided with a safety switch for detecting the yarn tension and stopping the operation when the yarn tension is lost. is there.

請求項3記載の本発明によれば、フィードローラから出てエジェクターに至る糸が切断したりする場合は、これを安全スイッチが検知して即フィードローラの運転を停止することができる。その結果、糸の絡み等を防止できる。   According to the third aspect of the present invention, when the yarn coming out of the feed roller and reaching the ejector is cut, the safety switch detects this and the operation of the feed roller can be stopped immediately. As a result, entanglement of the yarn can be prevented.

以上述べたように本発明の連続繊維による補強土工法は、連続繊維の糸を糸の供給装置に格納された糸巻から繰り出し、この繰り出された糸を高圧水または圧縮空気を利用してエジェクターの噴射ノズルから噴射し、一方、砂を前記繊維の噴射先まで搬送し、前記糸と直接噴射・混合させる連続繊維補強土工法において、糸の供給装置とエジェクター間が長い距離でも糸のからまりを防止し、また、風等の影響で施工に支障をきたさないようにするのに、確実かつ効率良く行うことができるものである。   As described above, in the reinforced earth method using continuous fibers of the present invention, continuous fiber yarn is fed out from a spool wound in a yarn supply device, and the fed yarn is fed into the ejector using high-pressure water or compressed air. In a continuous fiber reinforced earth construction method, in which sand is transported to the spray destination of the fiber, and directly sprayed and mixed with the yarn, the yarn is entangled even at a long distance between the yarn feeder and the ejector. It can be performed reliably and efficiently in order to prevent and prevent the construction from being hindered by the influence of wind or the like.

以下、本発明の実施形態を詳細に説明する。図1は本発明の連続繊維補強土工法の1実施形態を示す説明図で、繊維配設装置のみを示すが、装置全体としては前記図5において説明した通りで、ベルトコンベアとマテリアルホースにより糸の噴出先まで砂を搬送する砂の供給装置も当然併用される。   Hereinafter, embodiments of the present invention will be described in detail. FIG. 1 is an explanatory view showing an embodiment of the continuous fiber reinforced earth method according to the present invention, and shows only the fiber disposing apparatus. The entire apparatus is as described in FIG. Naturally, a sand supply device for conveying the sand to the jetting destination is also used.

繊維配設装置は、連続繊維の糸4の糸巻1を格納する糸の供給装置3と、この糸の供給装置3から繰り出される糸4を高圧水を利用して噴射ノズル5から噴射するエジェクター6とからなる点は前記従来例と同じであり、この糸の供給装置3から繰り出される糸4を水タンク7から高圧ポンプ8を介して供給管9で送られる高圧水を利用して噴射ノズル5から噴射する。   The fiber disposing device includes a yarn supplying device 3 for storing the bobbin 1 of the continuous fiber yarn 4, and an ejector 6 for injecting the yarn 4 fed from the yarn supplying device 3 from an injection nozzle 5 using high-pressure water. Is the same as the conventional example, and the injection nozzle 5 uses the high-pressure water fed from the water tank 7 through the high-pressure pump 8 through the supply pipe 9 to the yarn 4 fed from the yarn supply device 3. Inject from.

砂の供給装置25は、従来周知のように、ベルトコンベア10でホッパー26に連携させた計量器15と、該計量器15にベルトコンベア10を介して連結する吹付機12とで構成される。図中27は砂山から砂を搬送するトラクターショベル、13は吹付機12に圧縮空気を供給するコンプレッサーを示す。また、14は計量器15などの電源となる発電機を示す。   As conventionally known, the sand supply device 25 includes a measuring device 15 linked to the hopper 26 by the belt conveyor 10 and a sprayer 12 connected to the measuring device 15 via the belt conveyor 10. In the figure, reference numeral 27 denotes a tractor excavator for conveying sand from a sand pile, and 13 denotes a compressor for supplying compressed air to the sprayer 12. Reference numeral 14 denotes a generator serving as a power source for the measuring instrument 15 and the like.

糸の供給装置3は、図示は省略するが、複数(例えば4個)の糸巻(ボビン)からの糸4をテンサー、ドックテールガイド等を経て繰り出すものであり、高圧水を利用して噴射ノズル5から噴射するエジェクター6へと糸4を供給する。   Although not shown in the drawings, the yarn supply device 3 feeds the yarn 4 from a plurality of (for example, four) bobbins (bobbins) through a tensor, a dock tail guide, and the like. The yarn 4 is supplied from the nozzle 5 to the ejector 6 to be jetted.

なお、糸の供給装置3と噴射ノズル5との間に糸4が挿通するガイドリングを設けた支柱24を適宜間隔に配置し、このガイドリングで糸の供給装置3と噴射ノズル5間の糸4を誘導するようにしてもよい。   In addition, the support | pillar 24 which provided the guide ring which the thread | yarn 4 penetrates between the thread | yarn supply apparatus 3 and the injection nozzle 5 is arrange | positioned suitably, and this thread | yarn between the thread supply apparatus 3 and the injection nozzle 5 is arrange | positioned. 4 may be induced.

また、糸の供給装置3と噴射ノズル5との間に糸4が挿通するガイドリングを設けた鋼線を張設し、該鋼線に添わせてガイドリングで糸の供給装置3と噴射ノズル5間の糸4を誘導することもできる。   Further, a steel wire provided with a guide ring through which the yarn 4 is inserted is stretched between the yarn supply device 3 and the injection nozzle 5, and the yarn supply device 3 and the injection nozzle are attached to the steel wire by the guide ring. It is also possible to guide the thread 4 between the five.

本発明は、前記連続繊維の糸4の糸巻1を格納する糸の供給装置3と糸4を高圧水を利用して噴射ノズル5から噴射するエジェクター6との間に、糸4を相互間で挟むことまたは巻回すことで強制的に送り出すフィードローラ(キャプスタン)32を設けた。   In the present invention, the yarn 4 is provided between the yarn supply device 3 for storing the spool 1 of the continuous fiber yarn 4 and the ejector 6 for injecting the yarn 4 from the injection nozzle 5 using high-pressure water. A feed roller (capstan) 32 forcibly sending out by pinching or winding was provided.

図2〜図5にこのフィードローラ32の一例を示すが、電動機を内蔵したボックス34の外側にフィードローラ(キャプスタン)32を設け、その周囲にノントルクローラ35を適宜数配置して、糸4をフィードローラ(キャプスタン)32に巻回すようにした。   2 to 5 show an example of the feed roller 32. A feed roller (capstan) 32 is provided outside a box 34 having a built-in electric motor, and an appropriate number of non-torque rollers 35 are arranged around the yarn. 4 was wound around a feed roller (capstan) 32.

図示の例ではノントルクローラ35は糸4の数に合わせて4連のものとし、また、3個を糸4のフィードローラ(キャプスタン)32への挿入側、フィードローラ(キャプスタン)32からの繰り出し側、さらに、その延長側へと設ける。   In the illustrated example, the non-torque rollers 35 are arranged in four in accordance with the number of the yarns 4, and three of the non-torque rollers 35 are inserted into the feed roller (capstan) 32 of the yarn 4 from the feed roller (capstan) 32. Is provided on the extended side and on the extended side.

フィードローラ(キャプスタン)32にはリミットスイッチによるストッパー用検知板36を付設して、停止したらすぐ検知できるようにした。   The feed roller (capstan) 32 is provided with a stopper detection plate 36 by a limit switch so that it can be detected as soon as it stops.

図中37はタイマー、38は漏電ブレーカー、39は可変抵抗器による回転速度調整摘み、40は運転スイッチ、41a,41b,41cはレセプタクルである。   In the figure, 37 is a timer, 38 is a leakage breaker, 39 is a rotary speed adjusting knob by a variable resistor, 40 is an operation switch, and 41a, 41b and 41c are receptacles.

また、ボックス34の上面には提手42を取り付け、下面にはエンプラレベリングパッドによる脚体43を設けた。   In addition, a handle 42 is attached to the upper surface of the box 34, and legs 43 using engineering plastic leveling pads are provided on the lower surface.

このようにして、糸の供給装置3では糸巻から繰りされた連続繊維(無撚糸)としての4本の糸4がフィードローラ(キャプスタン)32により送られて、エジェクター6では噴射ノズル5に挿通される。   In this way, in the yarn supply device 3, four yarns 4 as continuous fibers (untwisted yarn) fed from the bobbin are sent by the feed roller (capstan) 32, and the ejector 6 is inserted into the injection nozzle 5. Is done.

糸4はエジェクター6で引かれ、糸の供給装置3から順次繰り出されるものであるが、フィードローラ(キャプスタン)32の送り込みがこれに加わることになる。   The yarn 4 is pulled by the ejector 6 and is sequentially fed out from the yarn supply device 3, and feed of a feed roller (capstan) 32 is added thereto.

そして、エジェクター6では水タンク7から高圧ポンプ8を介して供給管9で送られる高圧水が噴射ノズル5から噴射されると前記糸4も吐出され、砂と直接噴射・混合される。   In the ejector 6, when high-pressure water sent from the water tank 7 through the high-pressure pump 8 through the supply pipe 9 is injected from the injection nozzle 5, the yarn 4 is also discharged and directly injected and mixed with sand.

なお、図6、図7に示すように前記フィードローラ(キャプスタン)32は台44の上に設置し、同じ台44上に糸の張力を検知して、糸の張力がなくなった場合に運転を停止する安全ストッパー45を設ける。   As shown in FIGS. 6 and 7, the feed roller (capstan) 32 is installed on a base 44 and the tension of the yarn is detected on the same base 44, and the operation is performed when the tension of the yarn disappears. A safety stopper 45 is provided to stop the operation.

該安全ストッパー45はリレーと組み合わせるリミットスイッチを用い、作動用の押しスイッチ46を有する。   The safety stopper 45 uses a limit switch combined with a relay and has a push switch 46 for operation.

糸4はフィードローラ(キャプスタン)32から繰り出されてエジェクター6方向に張られ、その状態で安全ストッパー45が糸4に接触して張力を検知している。   The yarn 4 is fed out from the feed roller (capstan) 32 and stretched in the direction of the ejector 6. In this state, the safety stopper 45 contacts the yarn 4 and detects the tension.

そして、繰り出し状態が悪く糸4にたるみが出た場合や糸4が切断した場合には張力が無くなるので、安全ストッパー45がこれを検知し、リレーを介してフィードローラ(キャプスタン)32の回転を停止する。   Then, when the unwinding state is poor and the thread 4 is slackened or the thread 4 is cut, the tension is lost, so the safety stopper 45 detects this, and the feed roller (capstan) 32 rotates via the relay. To stop.

図9は本発明の他の実施形態を示すもので、糸の供給装置の構成として、複数(図示の例では4個)の糸巻1からの糸4を絡ませて送り出す1本のガイドステー2を有する可搬式のボビンケース29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。   FIG. 9 shows another embodiment of the present invention. As a configuration of the yarn supply device, a single guide stay 2 that entangles and feeds yarns 4 from a plurality of (four in the illustrated example) spools 1 is sent. The portable bobbin case 29 having one unit is set as a single unit, and a plurality of units (four in the illustrated example) are arranged alone.

このボビンケース29は、ベース30に支持枠31を組み合わせるもので、支持枠31は、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30の4隅から立ち上げてケース全体を鳥籠状に形成し、カバーで覆う。   The bobbin case 29 is a combination of a base 30 and a support frame 31. The support frame 31 is formed by raising the lower part of four frames whose upper parts are curved in an arc shape from the four corners of the base 30. Is formed in a birdcage shape and covered with a cover.

前記第1実施形態と同じく、連続繊維の糸4の糸巻1を格納する糸の供給装置3と糸4を高圧水を利用して噴射ノズル5から噴射するエジェクター6との間に、糸4を相互間で挟むことで強制的に送り出すフィードローラ(キャプスタン)32を設けた。なお、このフィードローラ(キャプスタン)32は前記第1実施形態のように糸4を巻回して送るものでもよい。   As in the first embodiment, the yarn 4 is placed between the yarn supply device 3 for storing the bobbin 1 of the continuous fiber yarn 4 and the ejector 6 for injecting the yarn 4 from the injection nozzle 5 using high-pressure water. A feed roller (capstan) 32 that forcibly feeds them by sandwiching them between each other was provided. The feed roller (capstan) 32 may be one that winds and feeds the yarn 4 as in the first embodiment.

図9〜図11の例では、各糸の供給装置3に対してそれぞれフィードローラ(キャプスタン)32を設け、また、図10の例ではさらに複数のフィードローラ(キャプスタン)32を1台のフィードローラ(キャプスタン)32に設ける場合もあることを示したが、前記第1実施形態と同じく図12に示すように複数台の糸の供給装置3に対して1台のフィードローラ(キャプスタン)32を共用するように設けることもできる。図中17は分電盤を示す。   9 to 11, a feed roller (capstan) 32 is provided for each yarn supply device 3, and in the example of FIG. 10, a plurality of feed rollers (capstan) 32 are further provided as one unit. Although it has been shown that the feed roller (capstan) 32 may be provided, as shown in FIG. 12 as in the first embodiment, one feed roller (capstan) is provided for a plurality of yarn supply devices 3. ) 32 may be provided in common. In the figure, 17 indicates a distribution board.

また、糸の供給装置3としては、前記特願2000−272855号(特開2002−81072号公報)にあるような、複数の糸巻1からの糸4を絡ませて送り出す1本のガイドステー2を有するものを1台単位の糸の供給装置3とし、この分割された糸の供給装置3の複数台を同じ台車18に載置するようなものでもよい。   Further, as the yarn supply device 3, a single guide stay 2 that feeds the yarn 4 from a plurality of spools 1 entangled as disclosed in Japanese Patent Application No. 2000-272855 (Japanese Patent Laid-Open No. 2002-81072) is provided. It is also possible to use a single yarn supply device 3 as a unit and place a plurality of divided yarn supply devices 3 on the same carriage 18.

本発明の連続繊維補強土工法の第1実施形態を示す説明図である。It is explanatory drawing which shows 1st Embodiment of the continuous fiber reinforcement earthwork method of this invention. フィードローラ(キャプスタン)の正面図である。It is a front view of a feed roller (capstan). フィードローラ(キャプスタン)の平面図である。It is a top view of a feed roller (capstan). フィードローラ(キャプスタン)の左側面図である。It is a left view of a feed roller (capstan). フィードローラ(キャプスタン)の右側面図である。It is a right view of a feed roller (capstan). フィードローラ(キャプスタン)設置台の平面図である。It is a top view of a feed roller (capstan) installation stand. フィードローラ(キャプスタン)設置台の側面図である。It is a side view of a feed roller (capstan) installation stand. 安全スイッチの側面図である。It is a side view of a safety switch. 本発明の連続繊維補強土工法の第2実施形態を示す説明図である。It is explanatory drawing which shows 2nd Embodiment of the continuous fiber reinforcement earthwork method of this invention. 本発明の連続繊維補強土工法の第3実施形態を示す説明図である。It is explanatory drawing which shows 3rd Embodiment of the continuous fiber reinforcement earthwork method of this invention. 本発明の連続繊維補強土工法の第2実施形態の全体を示す説明図である。It is explanatory drawing which shows the whole 2nd Embodiment of the continuous fiber reinforcement earthwork method of this invention. 本発明の連続繊維補強土工法の第4実施形態を示す説明図である。It is explanatory drawing which shows 4th Embodiment of the continuous fiber reinforcement earthwork method of this invention. 従来例を示す斜視図である。It is a perspective view which shows a prior art example. 連続繊維補強土工法の概要を示す説明図である。It is explanatory drawing which shows the outline | summary of the continuous fiber reinforcement earth method.

符号の説明Explanation of symbols

1…糸巻 2…ガイドステー
3…糸の供給装置 4…糸
5…噴射ノズル 6…エジェクター
7…水タンク 8…高圧ポンプ
9…供給管 10…ベルトコンベア
11…マテリアルホース 12…吹付機
13…コンプレッサー 14…発電機
15…計量器 16…電動式ホールリール
17…分電盤 18…台車
19…伸縮カバー 20…ロードセル
21…ヘッダー 22…二股
23…ガイドリング 24…支柱
25…砂の供給装置 26…ホッパー
27…トラクターショベル 28…砂山
29…ボビンケース 30…ベース
31…支持枠 32…フィードローラ
33…計量装置 34…ボックス
35…ノントルクローラ 36…ストッパー用検知板
37…タイマー 38…漏電ブレーカー
39…回転速度調整摘み 40…運転スイッチ
41a,41b,41c…レセプタクル
42…提手 43…脚体
44…台 45…安全ストッパー
46…押しスイッチ
DESCRIPTION OF SYMBOLS 1 ... Bobbin 2 ... Guide stay 3 ... Yarn supply device 4 ... Yarn 5 ... Injection nozzle 6 ... Ejector 7 ... Water tank 8 ... High pressure pump 9 ... Supply pipe 10 ... Belt conveyor 11 ... Material hose 12 ... Spraying machine 13 ... Compressor DESCRIPTION OF SYMBOLS 14 ... Generator 15 ... Metering device 16 ... Electric hall reel 17 ... Distribution board 18 ... Dolly 19 ... Telescopic cover 20 ... Load cell 21 ... Header 22 ... Fork 23 ... Guide ring 24 ... Post 25 ... Sand supply device 26 ... Hopper 27 ... tractor excavator 28 ... sand pile 29 ... bobbin case 30 ... base 31 ... support frame 32 ... feed roller 33 ... metering device 34 ... box 35 ... non-torque roller 36 ... stopper detection plate 37 ... timer 38 ... electric leakage breaker 39 ... Rotation speed adjustment knob 40 ... Operation switches 41a, 41b, 41c ... Receptacle 42 ... Propeller 43 ... Leg 44 ... Stand 45 ... Safety stopper 46 ... Push switch

Claims (3)

連続繊維の糸を糸の供給装置に格納された糸巻から繰り出し、この繰り出された糸を高圧水または圧縮空気を利用してエジェクターの噴射ノズルから噴射し、一方、砂を前記繊維の噴射先まで搬送し、前記糸と直接噴射・混合させる連続繊維補強土工法において、糸の供給装置と噴射ノズルとの間に糸を挟みまたは巻回して強制的に送り出すフィードローラを設けたことを特徴とする連続繊維補強土工法。   The yarn of the continuous fiber is fed out from the spool wound in the yarn feeding device, and the fed yarn is jetted from the jet nozzle of the ejector using high-pressure water or compressed air, while the sand is fed to the jet destination of the fiber. In the continuous fiber reinforced earth method for conveying, directly jetting and mixing with the yarn, a feed roller is provided that forcibly feeds the yarn by sandwiching or winding the yarn between the yarn supply device and the injection nozzle. Continuous fiber reinforced earth method. フィードローラは複数の糸を巻回すキャプスタンであり、その周辺に複数個が連接するノントルクローラーを配設した請求項1記載の連続繊維補強土工法。   The continuous fiber reinforced earth method according to claim 1, wherein the feed roller is a capstan for winding a plurality of yarns, and a non-torque roller connected to the plurality of cap rollers is disposed around the feed roller. フィードローラから出る糸には、糸の張力を検知して、糸の張力がなくなった場合に運転を停止する安全スイッチを沿設する請求項1または請求項2記載の連続繊維補強土工法。   The continuous fiber reinforced earth method according to claim 1 or 2, further comprising a safety switch that detects the tension of the yarn from the feed roller and stops operation when the tension of the yarn is lost.
JP2004068443A 2004-03-11 2004-03-11 Continuous fiber reinforced earth method Expired - Lifetime JP4421336B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007029685A1 (en) 2005-09-05 2007-03-15 Calsonic Kansei Corporation Control system for vehicle air conditioner
JP6337209B1 (en) * 2016-12-27 2018-06-06 日特建設株式会社 Ejector
KR20190074598A (en) * 2017-12-20 2019-06-28 에코앤지오 주식회사 Construction equipment for fiber reinforced soil structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007029685A1 (en) 2005-09-05 2007-03-15 Calsonic Kansei Corporation Control system for vehicle air conditioner
JP6337209B1 (en) * 2016-12-27 2018-06-06 日特建設株式会社 Ejector
WO2018122969A1 (en) * 2016-12-27 2018-07-05 日特建設株式会社 Ejector
KR20190074598A (en) * 2017-12-20 2019-06-28 에코앤지오 주식회사 Construction equipment for fiber reinforced soil structure
KR102114882B1 (en) * 2017-12-20 2020-05-25 에코앤지오 주식회사 Construction equipment for fiber reinforced soil structure

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