JP2001200542A - Face of slope working method using conveying pile having protrusion on inner wall and conveying pile having protrusion on inner wall used for the method - Google Patents

Face of slope working method using conveying pile having protrusion on inner wall and conveying pile having protrusion on inner wall used for the method

Info

Publication number
JP2001200542A
JP2001200542A JP2000010987A JP2000010987A JP2001200542A JP 2001200542 A JP2001200542 A JP 2001200542A JP 2000010987 A JP2000010987 A JP 2000010987A JP 2000010987 A JP2000010987 A JP 2000010987A JP 2001200542 A JP2001200542 A JP 2001200542A
Authority
JP
Japan
Prior art keywords
fluid
air
pipe
wall
pumping
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.)
Pending
Application number
JP2000010987A
Other languages
Japanese (ja)
Inventor
Shizuo Furuya
静夫 古屋
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.)
Fuji Forest Kk
Original Assignee
Fuji Forest Kk
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 Fuji Forest Kk filed Critical Fuji Forest Kk
Priority to JP2000010987A priority Critical patent/JP2001200542A/en
Publication of JP2001200542A publication Critical patent/JP2001200542A/en
Pending legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Air Transport Of Granular Materials (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent the sticking of fine particles to the inner wall of a conveying pile and also prevent the separation of the materials when force feeding mortar and concrete fluid matters are confluent with air in a face of slope working method. SOLUTION: Force feed pipes 60, 80 having a plurality of protrusion 61, 82 on the inner wall are used in the conveying piles 6, 8 feeding air fluid matter 101 under pressure where a fluid matter 100 is used in the face of slope working method or air and fluid matter in addition to a force feed pipe 60 with protrusion fluid matter having a plurality of protrusion 61 on the inner wall, an air pipe 5, a confluent air and fluid matter pressure feed device 7 in which air and the fluid matter are confluent, the forced feed pipe 80 with protrusion air fluid matter having a plurality of protrusion 81 on the inner wall and/or a face of slope working method using a vibrator 9.

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】この発明は、法面に使用する
モルタル、コンクリートの流動物を施工する法面施工方
法、およびこの法面施工方法に使用する圧送管であって
流動物を長距離圧送する流動物圧送管および流動物にエ
アを混在させてなるエア流動物圧送管に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sloping method for applying a mortar or a concrete fluid to a slope, and a pumping tube used in the method for applying a slope, the fluid being fed over a long distance. The present invention relates to a fluid-pumping pipe and a fluid-pumping pipe in which air is mixed with a fluid.

【0002】[0002]

【従来の技術】法面施工方法としては、現場配合施工
法、製造モルタル、コンクリートのバッチャー方式、工
場製品のモルタル、コンクリートを使用しポンプによっ
て圧送させて法面に吹き付け施工するモルタル、コンク
リートの法面圧送吹付施工方法などが知られている。
2. Description of the Related Art Slope construction methods include on-site compounding method, production mortar, concrete batcher method, factory product mortar, concrete mortar, concrete mortar, and mortar sprayed on the slope by a pump. A surface pressure spraying construction method and the like are known.

【0003】また、モルタル、コンクリートの法面圧送
吹付施工方法としては、近年吹き付け後の法面強度を向
上させるために、低スランプ値で富配合のモルタル、コ
ンクリートが使用され、またこれらのモルタル、コンク
リートの中に鋼繊維やポリプロピレン繊維等の短繊維の
混入が行われたり、あるいはシリカフューム、フライア
ッシュ等の混和剤を使用することが知られている。
[0003] In recent years, as a method of spraying mortar and concrete on a slope surface, in order to improve the slope strength after spraying, mortar and concrete with a low slump value and a high content have been used. It is known that short fibers such as steel fibers and polypropylene fibers are mixed in concrete, or that admixtures such as silica fume and fly ash are used.

【0004】[0004]

【発明が解決しようとする課題】モルタル、コンクリー
トの法面圧送吹付施工方法に使用される低スランプ値で
富配合である粘着性が高いモルタル、コンクリート流動
物をエアと合流させエア圧送する場合、特殊コーティン
グしたエア流動物圧送管でも管内壁に微粉物が粘り着
き、材料の分離が発生してしまい、エア流動物圧送管の
長さを20m程度しか伸ばすことが出来ず、施工性を欠
く課題があった。特に長距離圧送で顕著であり、管内面
摩擦および比重等の関係により、管内表面側から中心に
向かって水、微粒物、細骨材、粗骨材の順で円環状に分
かれ易く、この状態であると、流動物にブリーデイング
水が減少して閉塞が起こる。さらに、流動物圧送ポンプ
のシリンダーによる加圧によって、モルタル、コンクリ
ートの固形化が起き、テーパー管付近で閉塞状態になる
問題があった。
When a mortar or concrete fluid having a low slump value and a high content is used, which is used in a method of spraying mortar and concrete on a slope, is mixed with air, and the air is pressure-fed. Even with specially coated air fluid feed pipes, fine powder sticks to the inner wall of the pipe, causing separation of materials, and the length of the air fluid feed pipe cannot be increased by only about 20 m, resulting in poor workability. was there. It is particularly remarkable in long-distance pumping, and it is easy to separate into water, fine particles, fine aggregate, and coarse aggregate in the order of water, fine particles, fine aggregate, and coarse aggregate from the inner surface of the tube toward the center due to the friction of the inner surface of the tube and specific gravity. If so, the fluid will have reduced bleeding water and blockage. Further, there is a problem that the mortar and the concrete are solidified by the pressurization by the cylinder of the fluid-feeding pump, and the blockage occurs near the tapered pipe.

【0005】エア流動物圧送管の場合、粘着性の高い物
質や、細粒物が、送風により列状あるいは波状に風下側
に膨らんだ形状になって、パイプ内面に粘り着き堆積す
る課題があった。この粘り着く形状は、図5に示すよう
に上流側が突出した半卵形状で下流側が三日月状に削れ
た形状に形成される。この粘り着き形状は、砂粒の最大
安定角を作り連続して堆積しやすい課題があった。又エ
アの風速の早い部分では、細粒物が粘り着く形状が、図
6に示すように風下側に向かって開くV字状あるいは放
物線形状に細くなり堆積してしまう課題があった。
[0005] In the case of the air-fluid-pumping pipe, there is a problem that the highly viscous substance or the fine-grained substance swells in a row or a wave on the leeward side by blowing, and sticks and accumulates on the inner surface of the pipe. Was. As shown in FIG. 5, this sticking shape is formed into a half egg shape with the upstream side protruding and a crescent shape on the downstream side. This sticking shape has a problem that the maximum stable angle of the sand grains is formed and the sand particles are easily deposited continuously. Further, in a portion where the wind speed of the air is high, there is a problem that the shape to which the fine particles stick is narrowed and deposited into a V-shape or a parabolic shape which opens toward the leeward side as shown in FIG.

【0006】これらの現象を改善するために、AE剤を
使用して界面活性作用によりエア圧送する方法も知られ
ているが、エア管と合流するエア流動物合流圧送装置に
おいて、圧送をしようとするとブリーディング水が減少
してエア流動物圧送管のテーパー管部分や、圧力が掛か
る部分の管内部で閉塞してしまう問題点があった。
[0006] In order to improve these phenomena, there is known a method in which an AE agent is used to feed air by a surface-active action. However, in an air-fluid merging / feeding apparatus which joins with an air pipe, it is attempted to feed. Then, there is a problem that the bleeding water decreases and the inside of the taper pipe portion of the air fluid pressure feed pipe or the inside of the pipe where pressure is applied is blocked.

【0007】また、短繊維混入モルタル、コンクリート
を長距離圧送を行う場合、120m〜200mで短繊維
材料とモルタル、コンクリートの分離が発生して、管内
部の閉塞が起きやすくなる課題があった。
In addition, when mortar and concrete mixed with short fibers are pumped over a long distance, the short fiber material is separated from the mortar and concrete at a length of 120 to 200 m.

【0008】さらに、モルタル、コンクリートを管や樋
などにより落下させて傾斜面で流し落とす場合、比重差
により比重の重い材料が先行して落下して材料分離が起
こり、品質の低下が起こりやすい課題があった。特に短
繊維混入モルタル、コンクリートと言った流動物では、
短繊維が管や樋の側壁面や底面に溜まり、それらがまと
まって流動物圧送管に流れ込んだ場合も圧送管内が閉塞
を起こしやすいという課題があった。
Further, when mortar or concrete is dropped by a pipe or a gutter and dropped down on an inclined surface, a material having a high specific gravity falls first due to a difference in specific gravity, and material separation occurs, so that the quality tends to deteriorate. was there. Especially in the case of mortar with short fiber and fluid such as concrete,
Even when the short fibers accumulate on the side wall surface or the bottom surface of the pipe or the gutter and collectively flow into the fluid pressure feeding pipe, there is a problem that the inside of the pressure feeding pipe is likely to be blocked.

【0009】[0009]

【課題を解決する為の手段】これらの課題を解決する
為、内壁に複数の突起を設けた突起流動物圧送管と、エ
ア管と、エアと流動物が合流するエア流動物合流圧送装
置と、内壁に複数の突起を設けた突起エア流動物圧送管
とを使用することを特徴とする法面施工方法を提案す
る。
SUMMARY OF THE INVENTION To solve these problems, a projecting fluid pumping tube having a plurality of projections on an inner wall, an air tube, and an air fluid merging and pumping device in which air and fluid merge. And a method of constructing a slope by using a projection air fluid supply pipe having a plurality of projections on an inner wall.

【0010】また、内壁に複数の突起を設けた突起流動
物圧送管と、エア管と、エアと流動物が合流するエア流
動物合流圧送装置と、内壁に複数の突起を設けた突起エ
ア流動物圧送管とを使用するとともに、突起流動物圧送
管、エア流動物合流圧送装置および突起エア流動物圧送
管に振動装置を設けて振動を与えつつ圧送することを特
徴とする法面施工方法を提案する。
[0010] Also, a projection fluid feed pipe having a plurality of projections on the inner wall, an air pipe, an air fluid confluence feeding device for joining the air and the fluid, and a projection air flow having a plurality of projections on the inner wall. A slope construction method comprising using an animal pumping pipe and providing a vibrating device to the projecting fluid pumping pipe, the air fluid merging pumping apparatus and the projecting air fluid pumping pipe to apply vibration while applying pressure. suggest.

【0011】さらに、法面施工方法等に使用する流動物
またはエアと流動物が混在するエア流動物を圧送する圧
送管において、内壁に複数の突起を設けた圧送管を有す
ることを特徴とする圧送管を提案する。
[0011] Further, a pumping pipe for pumping a fluid or an air fluid in which air and a fluid are mixed for use in a slope construction method or the like is characterized in that the pumping pipe has a plurality of projections provided on an inner wall thereof. A pumping tube is proposed.

【0012】さらにまた、法面施工方法等に使用する流
動物の圧送管において、内壁に複数の突起を設け、突起
が上流側が相対的に緩傾斜状で下流側が急傾斜状である
波形状突起を設けて流動物の流れを掻き回す作用をする
ことを特徴とする流動物の圧送管を提案する。
Further, in a fluid feeding pipe used for a slope construction method or the like, a plurality of projections are provided on an inner wall, and the projections have a relatively gentle slope on the upstream side and a sharp slope on the downstream side. The present invention proposes a fluid feeding pipe characterized by having a function of stirring the flow of a fluid by providing the pipe.

【0013】また、法面施工等に使用するエアと流動物
が混在するエア流動物の圧送管において、内壁に複数の
環状突起を設け、環状突起が上流側が相対的に急傾斜状
で下流側が緩傾斜状でありエア流動物の流れを掻き回す
作用をすることを特徴とするエア流動物の圧送管を提案
する。
[0013] In the pressure-feeding pipe for the air fluid in which air and fluid are mixed for use in slope construction or the like, a plurality of annular projections are provided on the inner wall, and the annular projection has a relatively steep upstream side and a downstream slope. The present invention proposes a pumping pipe for air fluid, which has a gentle inclination and acts to stir the flow of air fluid.

【0014】[0014]

【発明の実施の形態】この発明を実施の形態を示す図面
であり、法面施工方法に使用する装置の説明図である図
1、流動物圧送管の内部断面図を示す図2、エア流動物
圧送管の内部断面図を示す図3、流動物流し落とし部材
の一部切欠斜視説明図を示す図4に基づいて説明する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a view showing an embodiment of the present invention, and FIG. 1 is an explanatory view of an apparatus used for a slope construction method. FIG. 2 is an internal sectional view of a fluid feed pipe. This will be described with reference to FIG. 3 showing an internal cross-sectional view of an animal pumping tube and FIG. 4 showing a partially cutaway perspective view of a fluid flow dropping member.

【0015】この発明の実施形態の法面施工方法に使用
する装置および材料を説明する。法面に施工する流動物
100は、セメント、水、砂、細骨材、粗骨材等のモル
タル、コンクリート素材、あるいはこれらの素材の中
に、モルタル、コンクリートの膨張率とほぼ等しい膨張
率を有する鋼材から成る多数の短い鋼繊維およびポリプ
ロピレン等の短繊維混入モルタル、コンクリート用接着
増強剤を混入してなる素材である。
An apparatus and materials used in the method for constructing a slope according to the embodiment of the present invention will be described. The fluid 100 to be applied to the slope has a mortar such as cement, water, sand, fine aggregate, coarse aggregate, concrete material, or a mortar, an expansion coefficient substantially equal to that of concrete in these materials. It is a material obtained by mixing a large number of short steel fibers made of a steel material having the same and a mortar mixed with short fibers such as polypropylene and an adhesion enhancer for concrete.

【0016】次に、この発明の実施形態である施工装置
としては、ミキサー車1、エアコンプレッサー2、流動
物流し落としシュート3、流動物圧送ポンプ4、エア管
5、流動物圧送管6、エア流動物合流圧送装置7、エア
流動物圧送管8、波形状突起を内部に設けた突起流動物
圧送管60、振動装置9、逆波形状突起を内部に設けた
突起エア流動物圧送管80、吐出部10、流動物流し落
とし樋11、集水沈殿タンク12、凝結剤等の混和剤投
入ポンプ13等を使用して施工する。
Next, as a construction apparatus according to an embodiment of the present invention, there are a mixer truck 1, an air compressor 2, a fluid flow dropping chute 3, a fluid pressure pump 4, an air pipe 5, a fluid pressure pipe 6, an air A fluid confluent pumping device 7, an air fluid pumping tube 8, a protruding fluid pumping tube 60 having corrugated protrusions inside, a vibrating device 9, a protruding air fluid pumping tube 80 having inverted wave protruding inside, It is constructed by using a discharge section 10, a fluidized flow dropping gutter 11, a water collecting sedimentation tank 12, a pump 13 for introducing an admixture such as a coagulant, and the like.

【0017】エア管5は、上流側をエアコンプレッサー
2に接続し、下流側をエア流動物合流圧送装置7の主エ
ア圧縮管70の上流端部に接続している。エア管5に
は、主エア圧縮管70の上流端部近傍で混和剤投入ポン
プ13から混和剤5が合流する。
The air pipe 5 has an upstream side connected to the air compressor 2, and a downstream side connected to an upstream end of the main air compression pipe 70 of the air-fluid confluence / pumping device 7. The admixture 5 joins the air pipe 5 from the admixture introduction pump 13 near the upstream end of the main air compression pipe 70.

【0018】流動物圧送管6は、この実施形態では内径
48〜50mmの圧送管であり、50m前後の間隔毎
に、3mの長さを有する突起流動物圧送管60を複数設
けており、上流側を流動物圧送ポンプ4と接続し下流側
でエア流動物合流装置7の流動物送入管71の上流端部
に接続して、総距離は300m程度である。流動物圧送
管6の最上流部は、テーパー状(円錐台形状に下流側が
狭く絞られた形状)のテーパー管62を設けて流量を調
節する。
In this embodiment, the fluid feed pipe 6 is a feed pipe having an inner diameter of 48 to 50 mm, and a plurality of projecting fluid feed pipes 60 each having a length of 3 m are provided at intervals of about 50 m. The side is connected to the fluid pressure pump 4 and the downstream side is connected to the upstream end of the fluid inlet pipe 71 of the air fluid merging device 7, and the total distance is about 300 m. The most upstream portion of the fluid pressure feed pipe 6 is provided with a tapered pipe 62 (a shape in which the downstream side is narrowed narrowly in a truncated cone shape) to adjust the flow rate.

【0019】突起流動物圧送管60は、この実施形態で
は内径48〜50mmの圧送管であり、内壁に複数の突
起61を断続的に点々と螺旋状に設けている。この内壁
に設ける突起61の一つ一つの形状は、上流側が相対的
に緩傾斜状で下流側が急傾斜状である変形の半楕円球形
状突起であり、側面視波形状である。この突起61の個
数、相対的位置関係は適宜であるが、この実施例では高
さ約4mm、幅10mm、長さ(流れ方向の長さ)30
mmで、それぞれの突起61は上下流方向に150mm
前後の間隔を置いて螺旋状に点々と連続して設けてい
る。この複数の突起61の作用は、矢印の方向に圧送さ
れてくる流動物が、複数の波形状突起により単調な流れ
が変化し、流動物100の混合素材等が掻き回されつつ
圧送されるような作用が起きればよい。この実施の形態
のように上流側が緩傾斜で、下流側が急傾斜の半楕円球
波形状で、複数の突起61が、全体として螺旋状に連な
ると、流動物100は比較的緩やかに混ざり合いながら
圧送される。内壁の突起61は、他の実施形態として、
半楕円球形状突起で側面視が波形状でない突起でも流動
物を分離を防ぎつつ掻き回されて圧送される作用をすれ
ばよい。
In this embodiment, the projection fluid feed pipe 60 is a feed pipe having an inner diameter of 48 to 50 mm, and has a plurality of projections 61 intermittently and spirally provided on the inner wall. Each of the protrusions 61 provided on the inner wall is a deformed semi-elliptical spherical protrusion having a relatively gentle slope on the upstream side and a steep slope on the downstream side, and has a side-view wave shape. Although the number and relative positional relationship of the projections 61 are appropriate, in this embodiment, the height is about 4 mm, the width is 10 mm, and the length (length in the flow direction) is 30.
mm, each protrusion 61 is 150 mm in the upstream and downstream directions.
It is provided spirally and continuously at intervals at the front and rear. The operation of the plurality of projections 61 is such that the fluid that is pumped in the direction of the arrow changes in a monotonous flow by the plurality of corrugated projections, and the mixed material of the fluid 100 is pumped while being stirred. It is only necessary that any action occurs. As in this embodiment, when the upstream side has a gentle slope and the downstream side has a semi-elliptic spherical wave shape with a steep slope, and the plurality of projections 61 are spirally connected as a whole, the fluid 100 is relatively gently mixed. Pumped. The protrusion 61 of the inner wall is, as another embodiment,
Even a semi-elliptical spherical projection that is not corrugated when viewed from the side may have a function of being stirred and pumped while preventing separation of the fluid.

【0020】突起流動物圧送管60は、この実施例では
流動物圧送管6のほぼ50m間隔をおいて一本の長さ3
mとして設けているが、それより短い間隔で設けてもよ
く、突起流動物圧送管61の長さ自体を長くすることも
可能である。突起流動物圧送管60のそれぞれには、振
動装置9を設ける。
In this embodiment, the projecting fluid pumping pipe 60 has a length 3 at a distance of approximately 50 m from the fluid pumping pipe 6.
Although it is provided as m, it may be provided at a shorter interval, and it is also possible to lengthen the length itself of the projection fluid pumping pipe 61. The vibrating device 9 is provided in each of the projecting fluid pumping pipes 60.

【0021】エア流動物合流圧送装置7は、直管状の主
エア圧縮管70と、主エア圧縮管に斜めに合流する流動
物送入管71と、斜めに流動物送入管に合流する流動物
エア管72とから成る多枝状管である。主エア圧縮管7
0は直線状で管外径は変化しない円筒管であり、上流側
入口で逆止弁を介してエア管5と接続し、下流側出口で
エア流動物圧送管8と接続している。主エア圧縮管70
は、内部にそれぞれ噴出口が狭く絞られた形状の第1ジ
ェット管と、第2ジェット管を設けている。流動物送入
管71は、下流側がテーパー状に狭く絞られつつ合流し
ており、上流側端部で、流動物圧送管6の下流側端部と
接続している。流動物エア管72は、上流側で、エアコ
ンプレサー2からの第2エア管(図示せず)の下流側端
部に接続している。
The air-fluid converging / conveying device 7 comprises a straight tubular main air compression pipe 70, a fluid feed pipe 71 which diagonally joins the main air compression pipe, and a flow which diagonally joins the fluid feed pipe. It is a multi-branched tube composed of an animal air tube 72. Main air compression pipe 7
Numeral 0 denotes a cylindrical tube having a straight shape and the outer diameter of the tube does not change. The cylindrical tube 0 is connected to the air pipe 5 via a check valve at the upstream inlet, and connected to the air fluid pumping pipe 8 at the downstream outlet. Main air compression pipe 70
Is provided with a first jet pipe and a second jet pipe each having a shape in which the ejection port is narrowed down. The fluid feed pipe 71 joins while the downstream side is narrowed and narrowed in a tapered shape, and is connected to the downstream end of the fluid feed pipe 6 at the upstream end. The fluid air pipe 72 is connected on the upstream side to the downstream end of a second air pipe (not shown) from the air conditioner presser 2.

【0022】エア流動物圧送管8は、上流側をエア流動
物合流圧送装置7の下流側と接続し、下流側を吐出口1
0と接続する約30〜50mの長さの圧送管である。エ
ア流動物圧送管8は、この実施例では全圧送管を複数の
環状突起81を設けた突起エア流動物圧送管80によっ
て構成するが、他の実施例では突起エア流動物圧送管8
0は、適宜の間隔を設けて部分的に設けてもよい。エア
流動物圧送管8の全長が比較的短い場合は、全ての圧送
管を突起エア流動物圧送管80で構成する。突起エア流
動物圧送管80の内壁には環状突起81を流れ方向に向
かって環状谷部82を介して複数連続して設けている。
環状突起81は、管内壁の一定の幅(流れ方向の長
さ)、この実施例では25mm幅で内壁全周面にわたっ
てに設けられる。環状突起81の一つ一つの形状は、上
流側が相対的に急傾斜状で下流側が緩傾斜状であり側断
面が逆波形状で内壁全周面に環状に突起している。環状
突起81は、この実施例では1つの高さは約4mm、長
さ約25mmで幅は全内周にわたっている。流れ方向の
次の環状突起81との間隔である環状谷部82の長さは
約25mmであり、この間隔で連続して、環状突起81
と環状谷部82を交互に設けている。環状突起81の作
用は、矢印の方向に圧送されてくるエア流動物100
が、環状突起81の上流側急斜面にぶつかり流れが巻き
上げられ、エア流動物101の混合素材等が、掻き回さ
れつつ圧送される。この実施の形態のように上流側が急
傾斜で、下流側が緩傾斜の断面視が逆波形状の環状突起
81であると、流動物は水や素材の分離を防止しつつ混
ざり合いながら圧送され、吐出口10から法面に吐出施
工される。内壁の環状突起81は、他の実施形態とし
て、逆波形状以外の形状の突起でも、また全内周面では
ない部分的な部分環状突起や、点状突起でもエア流動物
100の分離を防ぎつつ掻き回されて圧送される作用を
すればよい。
The air-fluid-pumping tube 8 has an upstream side connected to the downstream side of the air-fluid-merging / pumping device 7 and a downstream side connected to the discharge port 1.
This is a pumping pipe having a length of about 30 to 50 m, which is connected to the pump. In this embodiment, the air fluid supply pipe 8 is constituted by a projection air fluid delivery pipe 80 provided with a plurality of annular projections 81 in the present embodiment, but in other embodiments, the projection air fluid delivery pipe 8 is provided.
0 may be provided partially at an appropriate interval. When the entire length of the air fluid pumping pipe 8 is relatively short, all the pumping pipes are constituted by the protruding air fluid pumping pipes 80. A plurality of annular projections 81 are provided continuously on the inner wall of the projection air fluid pressure feeding pipe 80 via an annular valley 82 in the flow direction.
The annular projection 81 is provided over the entire peripheral surface of the inner wall with a constant width (length in the flow direction) of the inner wall of the pipe, which is 25 mm in this embodiment. The shape of each of the annular projections 81 is such that the upstream side is relatively steeply inclined, the downstream side is gentlely inclined, the side cross section is a reverse wave shape, and the annular projection 81 is annularly projected on the entire inner wall peripheral surface. In this embodiment, the annular projection 81 has a height of about 4 mm, a length of about 25 mm, and a width extending over the entire inner circumference. The length of the annular valley 82, which is the distance from the next annular projection 81 in the flow direction, is about 25 mm.
And the annular valley 82 are provided alternately. The function of the annular projection 81 is to make the air fluid 100 pressure-fed in the direction of the arrow.
However, the flow hits the steep slope on the upstream side of the annular protrusion 81, and the mixed material of the air fluid 101 is fed while being stirred. As in this embodiment, when the upstream side is steeply inclined and the downstream side is a gently inclined cross section, the cross-sectional view is an annular projection 81 having a reverse wave shape, and the fluid is pressure-fed while mixing while preventing separation of water and material, Discharge is performed from the discharge port 10 to the slope. As another embodiment, the annular projection 81 on the inner wall prevents the air fluid 100 from being separated even if the projection has a shape other than the reverse wave shape, or a partial annular projection that is not the entire inner peripheral surface, or even a point-like projection. What is necessary is just to perform the function of being stirred and pressure-fed.

【0023】流動物流し落とし部材である流動物流し落
としシュート3および流動物流し落とし樋11は、それ
ぞれ底面に複数の、この実施例では多数の突起14を有
している。この底面の突起14の一つ一つの形状は、上
流側が相対的に緩傾斜状で下流側が急傾斜状である変形
半楕円球形状の側面視が波形状である。この突起14の
個数、相対的位置関係は適宜であり、その作用として流
し落とされるモルタル、コンクリート等の流動物101
が、複数の点状にある波形状突起により流れが掻き回さ
れ、流動物内の比重の大きい物質が細粒物を巻き込みつ
つ落下していく作用が起きればよい。従って、底面の突
起14は、同様の作用を起こす突起ならば、他の実施形
態として、波形状以外の形状の突起でもよい。
The fluid flow dropping chute 3 and the fluid flow dropping gutter 11, which are the fluid flow dropping members, each have a plurality of projections 14 on the bottom surface, in this embodiment. The shape of each of the protrusions 14 on the bottom surface is a wavy shape in a side view of a modified semi-elliptical sphere shape in which the upstream side is relatively gentle and the downstream side is steeply inclined. The number and relative positional relationship of the projections 14 are appropriate, and the fluid 101 such as mortar, concrete, etc., which is dropped as an effect thereof
However, it suffices that the flow be stirred by a plurality of point-like wave-shaped projections, so that the substance having a large specific gravity in the fluid falls while entraining the fine particles. Therefore, the protrusion 14 on the bottom surface may be a protrusion having a shape other than the corrugated shape as another embodiment as long as the protrusion has a similar effect.

【0024】振動装置9は、バイブレーター等の装置で
あり、突起流動物圧送管60、突起エア流動物圧送管8
0、エア流動物合流圧送装置7、流動物流し落とし部材
3,11等に細かい振動を与える作用をする。この実施
形態では振動装置9は、突起流動物圧送管60、エア流
動物合流圧送装置7、流動物流し落とし部材3,11の
それぞれに付設して設ける。他の実施形態としては、突
起エア流動物圧送管80や、突起のない流動物圧送管6
やエア流動物圧送管8に付設してもよい。
The vibrating device 9 is a device such as a vibrator.
0, which acts to give fine vibrations to the air-fluid confluence / pumping device 7 and the flow-down members 3, 11; In this embodiment, the vibrating device 9 is provided to be attached to each of the projecting fluid pumping pipe 60, the air fluid merging pumping device 7, and the flow distribution members 3, 11. In other embodiments, the projection air fluid delivery tube 80 or the projection-free fluid delivery tube 6
Or it may be attached to the air fluid pressure feed pipe 8.

【0025】次に法面施工方法の実施形態について説明
する。まず、ミキサー車1あるいは攪拌プラントにより
セメントと、水と、鋼繊維、ポリプロピレン繊維、モル
タル接着増強剤(スチレン、ブタジェンゴムラテック
ス、ポリビニーアルコール液等のモルタル硬化速度遅延
剤)等をミキシングして、富配合、低スランプ値の流動
物を作成する。この実施例では富配合、低スランプ値の
モルタルの流動物は、スランプ値18cm前後のスラン
プ値で富配合である。この低スランプ状の流動物は、直
接流動物圧送ポンプ4のタンク等に送入される。
Next, an embodiment of the slope construction method will be described. First, cement, water, steel fiber, polypropylene fiber, a mortar adhesion enhancer (a mortar setting speed retarder such as styrene, butadiene rubber latex, and polyvinyl alcohol liquid) are mixed by a mixer truck 1 or a stirring plant. Creates a rich, low slump fluid. In this example, the rich blended, low slump mortar fluid is rich blended with a slump value around 18 cm. The low-slump fluid is directly fed into the tank of the fluid pressure pump 4 or the like.

【0026】法面にモルタル、コンクリート等を吹き付
け施工する場合、まずエアコンプレッサー2を作動させ
圧縮空気であるエアが、エア管5とエア流動物合流圧送
装置7の流動物エア管72に送られ、凝結剤が混入され
管内を圧送される。これとほぼ同時に、流動物圧送ポン
プ4を作動させることによって、モルタル、コンクリー
ト等の流動物は流動物圧送管6を通って圧送され、それ
ぞれエア流動物合流圧送装置7まで圧送され合流する。
When spraying mortar, concrete, or the like on the slope, the air compressor 2 is first operated to send compressed air as air to the air pipe 5 and the fluid air pipe 72 of the air fluid confluence / pumping device 7. The coagulant is mixed and pumped through the tube. At about the same time, by operating the fluid pump 4, the fluid such as mortar and concrete is pumped through the fluid pumping tube 6, and is respectively fed to the air fluid merging and pumping device 7 to join.

【0027】流動物圧送管6に送られた流動物は管内を
圧送されながら、20m〜50m程度の適宜の間隔を置
いて設けてある突起流動物圧送管60の部分で、内壁に
設けた複数の突起61部分と、それぞれの突起流動圧送
管60に付設される振動装置9による振動作用を受け
る。突起流動物圧送管60の内壁には半楕円球形状の突
起61を複数、点々と螺旋列状に連続する位置に設けて
あるため、流動物圧送ポンプ4より圧送されてくる流動
物は、複数の変形半楕円球形状の突起61の上流側緩斜
面に当たり流れが変化しつつ、管内を螺旋状に回転し流
動物内の素材等が掻き回されつつ圧送される作用が起き
る。この実施の形態のように上流側が緩傾斜で、下流側
が急傾斜の半楕円球波形状であると、流動物は比較的緩
やかに混ざり合いながら圧送されため、300m程度の
長距離でも流動物の分離を防止しつつ圧送できる。この
実施形態では、突起流動物圧送管60には、付設された
振動装置9により振動与えて、分離の防止作用を向上さ
せている。他の実施形態では振動装置9を設けなくても
よい。
While the fluid sent to the fluid feed pipe 6 is being pumped through the pipe, a plurality of projecting fluid feed pipes 60 provided at appropriate intervals of about 20 m to 50 m are provided on the inner wall. And the vibrating device 9 attached to each of the protrusion flow pressure feed pipes 60. Since a plurality of semi-elliptical spherical projections 61 are provided on the inner wall of the projection fluid pumping tube 60 at positions continuous in a helical row at various points, the fluid pumped from the fluid pump 4 is provided with a plurality of fluids. When the flow hits the gentle slope on the upstream side of the deformed semi-elliptical spherical projection 61, the inside of the pipe is helically rotated, and the material and the like in the fluid are agitated and pumped. When the upstream side has a gentle slope and the downstream side has a semi-elliptic spherical wave shape with a steep slope as in this embodiment, the fluid is pressure-fed while being relatively gently mixed. It can be pumped while preventing separation. In this embodiment, the projection fluid supply pipe 60 is vibrated by the vibrating device 9 attached thereto to improve the effect of preventing separation. In other embodiments, the vibration device 9 may not be provided.

【0028】エアコンプレッサー2からのエアは、1つ
はエア管5を通り、エア流動物合流圧送装置7の主エア
圧縮管70に上流側入口から入り第1ジェット管の径大
の入口に入る。ここでエアは圧縮されて圧力、速度を増
して第1ジェット管の噴出口から噴射される。第1ジェ
ット管の噴出口は、エア流動物合流圧送装置7の流動物
送入管71の合流位置の僅かに上流側であり、流動物送
入管71からエア進行方向に向かって斜めに合流する流
動物は、第1ジェット管の噴出口からのエアと混合し、
続いて第2ジェット管に入る。エア流動物の混合物はさ
らに第2ジェット管によって圧縮されて、圧力、速度を
増して第2ジェット管の噴出口から下流に接続するエア
流動物圧送管8に噴出され、エア流動物を混在させてそ
のまま下流側へ圧送される。 エアコンプレッサー2か
らの他のエアは、エア流動物合流圧送装置7の流動物エ
ア管72の上流側から入り流動物送入管71の下流側で
流動物と合流して圧送を補助する。
One of the air from the air compressor 2 passes through the air pipe 5, enters the main air compression pipe 70 of the air-fluid merging and pressure-feeding device 7 from the upstream inlet, and enters the large-diameter inlet of the first jet pipe. . Here, the air is compressed, increases in pressure and speed, and is jetted from the jet port of the first jet pipe. The jet port of the first jet pipe is slightly upstream of the confluence position of the fluid supply pipe 71 of the air fluid confluence consolidation and pressure feed device 7, and merges obliquely from the fluid supply pipe 71 in the air traveling direction. The flowing fluid mixes with air from the jet port of the first jet tube,
Then, it enters the second jet tube. The mixture of the air fluid is further compressed by the second jet pipe, and is increased in pressure and speed to be jetted from the jet port of the second jet pipe to the air fluid pumping pipe 8 connected downstream, thereby mixing the air fluid. And sent directly downstream. The other air from the air compressor 2 enters from the upstream side of the fluid air pipe 72 of the air-fluid merging and feeding device 7 and joins with the fluid at the downstream side of the fluid inlet pipe 71 to assist the pumping.

【0029】エア流動物圧送管8は、この実施形態では
全長にわたって突起エア流動物圧送管80で構成されて
いるため、エア流動物101は、圧送されながら、管内
壁全内周面にに設けられ、流れ方向に環状谷部82を介
して複数連続して設けられる環状突起81の作用と、そ
れぞれの突起エア流動圧送管80に付設される振動装置
9による振動作用を受ける。エア流動物101は、振動
装置9によって、細かい振動を与えられるとともに、そ
れぞれ流れ方向に多数連続して設けられた環状突起81
の上流側急斜面に当たり、その度に流れが巻き上げら
れ、エア流動物101の素材等が振動と突起の作用によ
り掻き回されつつ圧送されため、素材の分離が起きるこ
となく、吐出口10から、法面に放出して施工される。
In this embodiment, since the air fluid pumping pipe 8 is constituted by the projecting air fluid pumping pipe 80 over the entire length, the air fluid 101 is provided on the entire inner peripheral surface of the pipe inner wall while being pumped. Then, it receives the action of a plurality of annular projections 81 provided continuously through the annular valleys 82 in the flow direction, and the vibrating action of the vibrating device 9 attached to each projection air flow pressure feed pipe 80. The air fluid 101 is provided with fine vibrations by the vibrating device 9 and has a plurality of annular projections 81 continuously provided in the flow direction.
Each time, the flow is wound up, and the material and the like of the air fluid 101 are pumped while being stirred by the action of the vibrations and the projections. It is released to the surface and constructed.

【0030】また、ミキサー車1等から傾斜面に沿って
流動物100を落下させる場合、この発明の流動物流し
落としシュート3を使用するため、底面に設けた突起1
4により流し落としの流勢の変化を発生させ、側壁面
や、底面に細骨材等が溜まることがなく順調に流れ落ち
る。さらに、法面施工作業の終了後、圧送管内部などの
洗浄残留物等(主に細骨材)を集水沈殿タンク12まで
流動物流し落とし樋11を使用して流す場合も、同様
に、底面に設けた突起14により流し落としの流勢の変
化を発生させ、側壁面や、底面に細骨材等が溜まること
がなく順調に流れ落ちる。
When the fluid 100 is dropped along the inclined surface from the mixer truck 1 or the like, the projection 1 provided on the bottom surface is used in order to use the fluid flow dropping chute 3 of the present invention.
4 causes a change in the flow force of the flowing-down, and fine aggregates flow smoothly without accumulation of fine aggregates on the side wall surface and the bottom surface. Further, when the cleaning residue and the like (mainly fine aggregate) inside the pressure feed pipe and the like after the completion of the slope construction work are flow-distributed to the catchment sedimentation tank 12 and flowed using the drop gutter 11, similarly, The projection 14 provided on the bottom surface causes a change in the flow force of the flow-down, so that fine aggregate or the like flows down smoothly without accumulation of the fine aggregate on the side wall surface or the bottom surface.

【0031】[0031]

【発明の効果】この発明によればセメント、コンクリー
ト等の流動物を使用する法面施工方法において、従来と
比較して非常に長距離、この実施形態では流動物の圧送
を300m程度の圧送が可能となるとともに、エア混入
後のエア流動物の圧送中のエア流動物を構成するモルタ
ル、コンクリート、水、エア、細骨材、粗骨材等の素材
の分離を防止しつつ30〜40mの圧送が可能となっ
た。そのため、従来であるならば、ミキサー車や撹拌プ
ラント等の設置場所から遠すぎて流動物の素材分離等の
課題によって送ることが不都合や不可能であった場所の
法面にまで、流動物を送り込み、吹き付け施工できると
いう効果がある。
According to the present invention, in a slope construction method using a fluid such as cement, concrete or the like, a very long distance compared with the conventional method, and in this embodiment, the fluid is pumped by about 300 m. It is possible to prevent the separation of materials such as mortar, concrete, water, air, fine aggregate, coarse aggregate, etc., which constitute the air fluid during the pumping of the air fluid after air mixing, while preventing the separation of the material from 30 to 40 m. Pumping is now possible. For this reason, if it is conventional, the fluid is transferred to the slope of a place where it is too far from the installation place of the mixer truck or agitation plant, etc., and it is inconvenient or impossible to send it due to problems such as material separation of the fluid. There is an effect that it can be sent and sprayed.

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

【図1】 この発明を実施の形態を示し、法面施工方法
に使用する装置の全体説明図
FIG. 1 shows an embodiment of the present invention, and is an overall explanatory view of an apparatus used for a slope construction method.

【図2】 同じくこの発明の法面施工方法に使用する流
動物圧送管の内部断面図
FIG. 2 is an internal cross-sectional view of a fluid pumping pipe used in the method for constructing a slope according to the present invention.

【図3】 同じくこの発明の法面施工方法に使用するエ
ア流動物圧送管の内部断面図
FIG. 3 is an internal cross-sectional view of an air-fluid pumping pipe also used in the method for constructing a slope according to the present invention.

【図4】 同じくこの発明の法面施工方法に使用する流
動物流し落とし部材の一部切欠斜視説明図
FIG. 4 is a partially cutaway perspective view of a fluid distribution drop-off member used in the slope construction method of the present invention.

【図5】 従来のエア流動物圧送管の内壁に発生する細
骨材等の付着物が付着した形状であり、風速が遅くなる
変化に対応した付着形状を示す説明図
FIG. 5 is an explanatory view showing a shape in which deposits such as fine aggregates generated on the inner wall of a conventional air-fluid-pumping pipe adhere to the pipe, and showing a deposit shape corresponding to a change in which the wind speed becomes slow.

【図6】 従来のエア流動物圧送管の内壁に発生する細
骨材等の付着物が付着した形状であり、風速が早くなる
変化に対応した付着形状を示す説明図
FIG. 6 is an explanatory view showing a shape in which deposits such as fine aggregates generated on the inner wall of a conventional air fluid pressure feed pipe are deposited, and shows a deposit shape corresponding to a change in which a wind speed increases.

【符号の説明】[Explanation of symbols]

1 ミキサー車 2 エアコンプレッサー 3 流動物流し落としシュート 4 流動物圧送ポンプ 5 エア管 6 流動物圧送管 60 突起流動物圧送管 61 突起 7 エア流動物合流圧送装置 70 主エア圧縮管 71 流動物送入管 72 流動物エア管 8 エア流動物圧送管 80 突起エア流動物圧送管 81 環状突起 82 環状谷部 9振動装置 10 吐出口 11 流動物流し落とし樋 12 集水沈殿タンク 13 混和剤等の投入ポンプ 14 突起(流動物流し落とし部材の) 100 モルタル、コンクリート流動物 101 エア混在のモルタル、コンクリート流動物 DESCRIPTION OF SYMBOLS 1 Mixer truck 2 Air compressor 3 Fluid flow drop chute 4 Fluid pressure pump 5 Air pipe 6 Fluid pressure pipe 60 Protrusion fluid pressure pipe 61 Protrusion 7 Air fluid merging / pressure feeding device 70 Main air compression pipe 71 Fluid feed Pipe 72 Fluid air pipe 8 Air fluid pumping pipe 80 Protruding air fluid pumping pipe 81 Annular projection 82 Annular valley 9 Vibration device 10 Discharge port 11 Fluid distribution and dropping trough 12 Collecting sedimentation tank 13 Pump for feeding admixture, etc. 14 Protrusions (of fluid flow-down member) 100 Mortar, concrete fluid 101 Mortar, concrete fluid mixed with air

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成12年1月25日(2000.1.2
5)
[Submission Date] January 25, 2000 (2000.1.2
5)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0025[Correction target item name] 0025

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0025】次に法面施工方法の実施形態について説明
する。まず、ミキサー車1あるいは攪拌プラントにより
セメントと、水と、鋼繊維、ポリプロピレン繊維、モル
タル接着増強剤(スチレン、ブタジェンゴムラテック
ス、ポリビニルアルコール液)等をミキシングして、富
配合、低スランプ値の流動物を作成する。この実施例で
は富配合、低スランプ値のモルタルの流動物は、スラン
プ値18cm前後のスランプ値で富配合である。この低
スランプ状の流動物は、直接流動物圧送ポンプ4のタン
ク等に送入される。
Next, an embodiment of the slope construction method will be described. First, cement, water, steel fiber, polypropylene fiber, mortar adhesion enhancer (styrene, butadiene rubber latex, polyvinyl alcohol liquid) and the like are mixed by mixer truck 1 or a stirring plant to obtain a rich mixture and a low slump value. Create a fluid. In this example, the rich blended, low slump mortar fluid is rich blended with a slump value around 18 cm. The low-slump fluid is directly fed into the tank of the fluid pressure pump 4 or the like.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 内壁に複数の突起を設けた突起流動物圧
送管と、エア管と、エアと流動物が合流するエア流動物
合流圧送装置と、内壁に複数の突起を設けた突起エア流
動物圧送管とを使用することを特徴とする法面施工方
法。
1. A projection fluid pumping pipe having a plurality of projections on an inner wall, an air pipe, an air fluid confluence feeding apparatus for joining air and a fluid, and a projection air flow having a plurality of projections on an inner wall. A slope construction method characterized by using an animal pumping pipe.
【請求項2】 内壁に複数の突起を設けた突起流動物圧
送管と、エア管と、エアと流動物が合流するエア流動物
合流圧送装置と、内壁に複数の突起を設けた突起エア流
動物圧送管とを使用するとともに、突起流動物圧送管、
エア流動物合流圧送装置および突起エア流動物圧送管に
振動装置を設けて振動を与えつつ圧送することを特徴と
する法面施工方法。
2. A projection fluid pumping pipe having a plurality of projections on an inner wall, an air pipe, an air fluid confluence feeding device for joining air and a fluid, and a projection air flow having a plurality of projections on an inner wall. Using an animal pumping tube and a projecting fluid pumping tube,
A slope construction method characterized in that a vibrating device is provided in an air fluid confluence pumping device and a protruding air fluid pumping tube to perform pressure feeding while applying vibration.
【請求項3】 法面施工方法等に使用する流動物または
エアと流動物が混在するエア流動物を圧送する圧送管に
おいて、内壁に複数の突起を設けた圧送管を有すること
を特徴とする圧送管。
3. A pumping pipe for pumping a fluid or an air fluid in which air and a fluid are mixed for use in a slope construction method or the like, characterized by having a pumping pipe provided with a plurality of projections on an inner wall. Pumping pipe.
【請求項4】 法面施工方法等に使用する流動物の圧送
管において、内壁に複数の突起を設け、突起が上流側が
相対的に緩傾斜状で下流側が急傾斜状である波形状突起
を設けて流動物の流れを掻き回す作用をすることを特徴
とする流動物の圧送管。
4. A fluid feeding pipe for use in a slope construction method or the like, wherein a plurality of projections are provided on an inner wall, and the projections have a wave-shaped projection whose upstream side is relatively inclined and whose downstream side is steeply inclined. A fluid feed pipe characterized by being provided to act to stir the flow of a fluid.
【請求項5】 法面施工等に使用するエアと流動物が混
在するエア流動物の圧送管において、内壁に複数の環状
突起を設け、環状突起が上流側が相対的に急傾斜状で下
流側が緩傾斜状でありエア流動物の流れを掻き回す作用
をすることを特徴とするエア流動物の圧送管。
5. An air-fluid feed pipe in which air and fluid are mixed for use in slope construction, etc., in which a plurality of annular projections are provided on an inner wall, and the annular projection has a relatively steep upstream-side shape and a downstream-side slope. A pressure-feeding pipe for an air fluid, which has a gentle inclination and acts to stir the flow of the air fluid.
JP2000010987A 2000-01-19 2000-01-19 Face of slope working method using conveying pile having protrusion on inner wall and conveying pile having protrusion on inner wall used for the method Pending JP2001200542A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000010987A JP2001200542A (en) 2000-01-19 2000-01-19 Face of slope working method using conveying pile having protrusion on inner wall and conveying pile having protrusion on inner wall used for the method

Publications (1)

Publication Number Publication Date
JP2001200542A true JP2001200542A (en) 2001-07-27

Family

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004084469A (en) * 2002-08-07 2004-03-18 Nisshoku Corp Mixing method and device for mortar or concrete, and spraying device for mortar or concrete
JP2004091085A (en) * 2002-08-30 2004-03-25 Taiheiyo Cement Corp Adhesive powder material transporting method, and adhesive waste processing method
JP2007016570A (en) * 2005-07-04 2007-01-25 Fuji Forest Kk Force-feeding spraying device and spray filling material used therefor
CN102837969A (en) * 2011-06-20 2012-12-26 通用电气公司 Flow pattern converting tube and pneumatic transmission system
JP2014040728A (en) * 2012-08-22 2014-03-06 Taiheiyo Material Kk Spray device for producing spray concrete

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004084469A (en) * 2002-08-07 2004-03-18 Nisshoku Corp Mixing method and device for mortar or concrete, and spraying device for mortar or concrete
JP2004091085A (en) * 2002-08-30 2004-03-25 Taiheiyo Cement Corp Adhesive powder material transporting method, and adhesive waste processing method
JP2007016570A (en) * 2005-07-04 2007-01-25 Fuji Forest Kk Force-feeding spraying device and spray filling material used therefor
CN102837969A (en) * 2011-06-20 2012-12-26 通用电气公司 Flow pattern converting tube and pneumatic transmission system
US8833397B2 (en) 2011-06-20 2014-09-16 General Electric Company Flow pattern transition pipe
JP2014040728A (en) * 2012-08-22 2014-03-06 Taiheiyo Material Kk Spray device for producing spray concrete

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