JPH1142446A - Concrete spraying system - Google Patents

Concrete spraying system

Info

Publication number
JPH1142446A
JPH1142446A JP20112197A JP20112197A JPH1142446A JP H1142446 A JPH1142446 A JP H1142446A JP 20112197 A JP20112197 A JP 20112197A JP 20112197 A JP20112197 A JP 20112197A JP H1142446 A JPH1142446 A JP H1142446A
Authority
JP
Japan
Prior art keywords
pressure
spraying system
concrete
spray
pressure regulator
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
JP20112197A
Other languages
Japanese (ja)
Inventor
Yasuhiro Mogi
康弘 茂木
Masayuki Komaki
正行 小牧
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.)
Chemical Grouting Co Ltd
Original Assignee
Chemical Grouting 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 Chemical Grouting Co Ltd filed Critical Chemical Grouting Co Ltd
Priority to JP20112197A priority Critical patent/JPH1142446A/en
Publication of JPH1142446A publication Critical patent/JPH1142446A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To obtain a concrete spraying system capable of homogeneously spraying concrete at a long force feeding distance. SOLUTION: The pressure chamber in a force feeding machine 7 is maintained at the primary many pressure higher than the spraying pressure of a spraying nozzle 11 and an admixture composed of cement and aggregate is supplied by an airtight supplying device 6 to the pressure chamber. While the admixture is uniformly dispersed by the primary pressure air in the force feeding machine 7, the admixture is transported into a transporting pipe 8 communicating with the bottom end of the force feeding machine 7 and is further advanced into a pressure regulator 9 disposed at the terminal of the transporting pipe 8 in the tangent direction of the inside wall thereof. Water is poured to the admixture from a water ejection port disposed at the pressure regulator 9 and while the water and admixture are swirled and dropped by their own weight in the longitudinally long pressure regulator 9, both are mixed to form the fresh concrete. The air pressure is reduced down to a spraying pressure by a pressure reducing valve 52 disposed at the apex of the pressure regulator 9. The fresh concrete is transported by the air of the spraying pressure into a force feeding hose 10 communicating with the bottom end of the pressure regulator 9 and is sprayed from the spraying nozzle 11 disposed at the terminal of the force feeding hose 10.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はコンクリート吹付システ
ムに関し、とくにセメント及び骨材などを吹付ノズルの
吹付圧より高い一次圧で混合の上搬送し一次圧搬送の終
端で吹付圧に減圧する方式のコンクリート吹付システム
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete spraying system, and more particularly to a system for mixing and conveying cement and aggregate at a primary pressure higher than the spraying pressure of a spraying nozzle and reducing the spraying pressure at the end of the primary pressure transfer. The present invention relates to a concrete spraying system.

【0002】[0002]

【従来の技術】図1を参照するに地盤13の表面等をコン
クリートで強化するため、混合直後のフレッシュ・コン
クリートを約7kg/cm2程度の吹付圧で圧送ホース10に送
出し、そのホース10の終端の吹付ノズル11を操作員12が
手動操作して地表等に吹付ける湿式コンクリート吹付シ
ステムが使われている。
2. Description of the Related Art Referring to FIG. 1, fresh concrete immediately after mixing is delivered to a pressure hose 10 at a spray pressure of about 7 kg / cm 2 in order to strengthen the surface of the ground 13 with concrete. A wet concrete spraying system is used in which an operator 12 manually sprays the spray nozzle 11 at the end of the spraying to the ground surface or the like.

【0003】[0003]

【発明が解決しようとする課題】従来の湿式コンクリー
ト吹付システムでは、フレッシュ・コンクリートの送出
端から吹付ノズル11までの距離が約120m以上になると、
骨材、セメント等の材料に分離が生じたり圧力に脈動が
生じ、均質なコンクリート吹付が困難になる問題点があ
った。送出端では水を加えずにセメントと骨材と必要な
助剤等の粉末材料のみを混合し吹付ノズルで水を加える
乾式工法により、圧送ホースの長さを水平で約300m、垂
直で約200mまで延ばすことができると言われている。し
かし、乾式工法で圧送ホースの長さを延ばした場合に
は、吹付けたコンクリートの一定品質を確保することが
困難になる欠点が生ずる。送出端でフレッシュ・コンク
リートを混合する湿式工法には、既に述べた圧送ホース
長さの制限による作業性が低い欠点がある。
In the conventional wet concrete spraying system, when the distance from the delivery end of fresh concrete to the spraying nozzle 11 is about 120 m or more,
There has been a problem that materials such as aggregates and cement are separated or pulsation occurs in pressure, and it is difficult to uniformly spray concrete. At the feed end, the dry feed method is to mix only the powder materials such as cement, aggregate, and necessary auxiliaries without adding water, and to add water with a spray nozzle.The length of the pumping hose is about 300 m horizontally and about 200 m vertically. It is said that it can be extended. However, when the length of the pressure-feeding hose is increased by the dry method, there is a disadvantage that it is difficult to ensure a constant quality of the sprayed concrete. The wet method in which fresh concrete is mixed at the delivery end has a drawback that the workability is low due to the limitation of the length of the pumping hose described above.

【0004】従って、本発明の目的は圧送距離が長くし
かも高品質吹付を確保できるコンクリート吹付システム
の提供にある。
Accordingly, it is an object of the present invention to provide a concrete spraying system which has a long pumping distance and can ensure high quality spraying.

【0005】[0005]

【課題を解決するための手段】高品質を確保しつつ圧送
距離を延ばす手法に関する本発明者らの研究の結果、従
来は吹付ノズルの吹付圧に等しくしていた圧送圧を、そ
の吹付圧より高い一次圧によってセメントや骨材等を搬
送し、セメント吹付の実施位置の近傍で搬送の一次圧を
吹付圧に減圧する方式に着目した。しかし、高い一次圧
を使うと、その一次圧で材料を混合するための圧力室へ
材料を供給する際に供給口で空気漏れや圧力低下が生じ
やすい問題点がある。
As a result of a study by the present inventors on a technique for extending the pumping distance while ensuring high quality, the pumping pressure, which was conventionally equal to the spraying pressure of the spray nozzle, was reduced by the spraying pressure. Attention was paid to a method of transporting cement, aggregate, and the like with a high primary pressure, and reducing the primary pressure of the transport to a spray pressure in the vicinity of the cement spraying position. However, when a high primary pressure is used, there is a problem that air leakage or pressure drop is likely to occur at a supply port when supplying a material to a pressure chamber for mixing the material at the primary pressure.

【0006】本発明は、この問題点を研究と実験によっ
て解決することにより完成されたものである。
The present invention has been accomplished by solving this problem through research and experiment.

【0007】図1を参照するに、本発明によるコンクリ
ート吹付システム1は、吹付ノズル11の吹付圧より高い
一次圧の圧送機内圧力室38(図2参照)へセメントと骨
材の混在物を気密に供給し、圧送機7により前記混在物
を前記一次圧の下で一様に分散させながら圧力室38の下
端に連通した搬送パイプ8中へ送出し、さらに搬送パイ
プ8の終端に設けた調圧器9に送入し、調圧器9に設け
た水噴出口55(図4参照)から前記混在物に水を注入
し、水と前記混在物とを前記調圧器9内で混合してフレ
ッシュ・コンクリートにすると共に調圧器9の頂部の減
圧弁52により吹付圧まで減圧し、前記フレッシュ・コン
クリートを調圧器9の下端に連通した圧送ホース10内へ
吹付圧の下で送出し且つ圧送ホース10の終端に設けた吹
付ノズル11から吹付けてなるものである。
Referring to FIG. 1, in a concrete spraying system 1 according to the present invention, a mixture of cement and aggregate is hermetically sealed into a pressure chamber 38 (see FIG. 2) of a pump having a primary pressure higher than the spray pressure of a spray nozzle 11. While the mixture is uniformly dispersed under the primary pressure by the feeder 7 and sent out into the transport pipe 8 communicating with the lower end of the pressure chamber 38. The water is fed into the pressure regulator 9, water is injected into the mixture through a water outlet 55 (see FIG. 4) provided in the pressure regulator 9, and the water and the mixture are mixed in the pressure regulator 9 to obtain fresh water. The concrete is reduced and the pressure is reduced to the spray pressure by the pressure reducing valve 52 at the top of the pressure regulator 9. Do not spray from the spray nozzle 11 provided at the end. Things.

【0008】セメントと骨材の混在物に対する水の注入
は、ミキサー3で行ってもよい。
The injection of water into the mixture of cement and aggregate may be performed by the mixer 3.

【0009】[0009]

【発明の実施の形態】図1の実施例では、圧力室38(図
2及び3参照)を圧送機7の内部空間としているが、本
発明の圧力室38は圧送機7と一体であることを必ずしも
必要とせず、本発明はこの実施例に限定されない。図2
において、圧力室38内の圧力は、圧力源(図示せず)か
ら給気口37を介して供給される加圧流体によって、吹付
圧(例えば約7kg/cm2)より高い一次圧に維持すること
ができる。排気口36は、適当な弁(図示せず)に接続さ
れ必要に応じ圧力室38の圧力を解除するためのものであ
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In the embodiment of FIG. 1, the pressure chamber 38 (see FIGS. 2 and 3) is used as the internal space of the pumping machine 7, but the pressure chamber 38 of the present invention is integral with the pumping machine 7. Is not necessarily required, and the present invention is not limited to this embodiment. FIG.
The pressure in the pressure chamber 38 is maintained at a primary pressure higher than the spray pressure (eg, about 7 kg / cm 2 ) by a pressurized fluid supplied from a pressure source (not shown) through the air supply port 37. be able to. The exhaust port 36 is connected to an appropriate valve (not shown) for releasing the pressure in the pressure chamber 38 as required.

【0010】セメント及び骨材を圧力室38へ供給する時
に空気が漏れるのを防止するため、図2及び3に図示す
るロータリー式供給器6は、円筒形ケーシング29内で矢
印R1(図2)の方向に回転するローター30と空気室31を
介してケーシング29に取付けられたゴムシール32とを有
し、ゴムシール32はローター30の外周面と摺動自在にし
かも気密に接触する。加圧弁33を介して圧縮空気を空気
室31へ供給することにより、ゴムシート32をローター30
の周面へ圧着させて両者間の密封を確保するが、この際
もローター30はゴムシート32に接して摺動することがで
きる。放圧弁34は、空気室31から圧縮空気を放出させる
ことによりゴムシート32とローター30の周面との密着を
解除するためのものである。
In order to prevent air from leaking when supplying cement and aggregate to the pressure chamber 38, the rotary feeder 6 shown in FIGS. 2 and 3 has an arrow R1 (FIG. 2) inside the cylindrical casing 29. , And a rubber seal 32 attached to a casing 29 via an air chamber 31. The rubber seal 32 is slidably and airtightly in contact with the outer peripheral surface of the rotor 30. By supplying compressed air to the air chamber 31 via the pressure valve 33, the rubber sheet 32 is
The rotor 30 is slidable in contact with the rubber sheet 32 at this time by sealing the outer surface of the rubber sheet 32 by pressing against the peripheral surface of the rubber sheet. The pressure relief valve 34 is for releasing compressed air from the air chamber 31 to release the close contact between the rubber sheet 32 and the peripheral surface of the rotor 30.

【0011】ローター30にはその周面から中心軸方向に
延びる受入穴35が穿たれている。ローター30が回転し受
入穴35が上向きの時に、シューター5内のセメント及び
骨材等の混在物をシューター5の落下口、即ち円筒ケー
シング29の受入口29aを介して受入穴35内に落下させ
る。その後ローター30が回転し、混在物が入った受入穴
35が下向きとなった時に、円筒ケーシング29の放出口29
bを介してその混在物を自重により受入穴35から下方の
圧力室38へ落下させる。こうして、圧力室38を従来の吹
付圧より高い一次圧に保ちながらセメントや骨材等を圧
力室38へ供給することができる。
The rotor 30 is provided with a receiving hole 35 extending from its peripheral surface in the direction of the central axis. When the rotor 30 rotates and the receiving hole 35 faces upward, the mixture such as cement and aggregate in the shooter 5 is dropped into the receiving hole 35 via the drop port of the shooter 5, that is, the receiving port 29a of the cylindrical casing 29. . After that, the rotor 30 rotates and the receiving hole containing the mixture
When 35 faces downward, the outlet 29 of the cylindrical casing 29
The mixture is dropped from the receiving hole 35 to the lower pressure chamber 38 by its own weight via b. In this manner, cement, aggregate, and the like can be supplied to the pressure chamber 38 while maintaining the pressure chamber 38 at a primary pressure higher than the conventional spray pressure.

【0012】図示例の圧送機7は、圧力室38の中心軸線
上の回転軸39に取付けられ矢印R2(図2)の方向に回転
する回転羽根40及び送り羽根41(図3参照)、並びに回
転軸39の送出し側の端部に取付けた回転円板42からな
る。回転円板42上の傾斜付仕切壁43は、回転羽根40及び
送り羽根41により圧送されてくるセメント及び骨材等の
混在物を自重により円滑に直下の送出口38aを介して搬
送パイプ8へ落下させるためのものである。
The illustrated pressure feeder 7 includes a rotary blade 40 and a feed blade 41 (see FIG. 3) mounted on a rotary shaft 39 on the center axis of the pressure chamber 38 and rotating in the direction of arrow R2 (FIG. 2). It comprises a rotating disk 42 attached to the end of the rotating shaft 39 on the delivery side. The inclined partitioning wall 43 on the rotary disk 42 is used to smoothly transport the mixture of cement, aggregate, and the like, which is pressure-fed by the rotary blades 40 and the feed blades 41, to the transport pipe 8 via the outlet 38 a directly below by its own weight. It is for dropping.

【0013】一次圧で圧送機7から搬送パイプ8の他端
へ圧送されたセメント及び骨材等の混在物は、調圧器9
へ投入され、水噴出口55からの水と混合されてフレッシ
ュ・コンクリートとなると共に調圧器9の頂部に取付け
られた減圧弁52(図4参照)によって吹付圧に減圧され
る。吹付圧のフレッシュ・コンクリートは、調圧器9の
下端と連通する圧送ホース10を介して吹付ノズル11へ送
られ、作業員12により手動操作で吹付けられる。図4の
実施例では、調圧器9が漏斗状又は垂直円筒状の調圧ハ
ウジング50を有し、搬送パイプ8はハウジング50の上端
部位の内壁に内接する向きに取付けられ、水噴出口55が
搬送パイプ8の終端と対向するように配置される。搬送
パイプ8から一次圧で送出されたセメント及び骨材等の
混在物は、水噴出口55からの水と十分混合された後、自
重によりハウジング50の内壁に沿って螺旋状に運動しな
がら下降し、その間に水と更によく混合してフレッシュ
・コンクリートとなる。必要に応じ図4(B)に示すよう
に、ハウジング50の内壁にじゃま板59を適宜設けてフレ
ッシュ・コンクリートの混合を促すこともできる。ハウ
ジング50内での混合過程は、搬送パイプ8で起こり得る
セメント及び骨材等の混在物の圧送の脈動を吸収し、調
圧器9から圧送ホース10へのフレッシュ・コンクリート
の均質で円滑な圧送を確保する。
The mixture of cement, aggregate, etc., which has been pumped by the primary pressure from the pump 7 to the other end of the conveying pipe 8,
And mixed with water from the water outlet 55 to form fresh concrete, and the pressure is reduced to the spray pressure by a pressure reducing valve 52 (see FIG. 4) attached to the top of the pressure regulator 9. The fresh concrete at the spray pressure is sent to the spray nozzle 11 via a pressure feeding hose 10 communicating with the lower end of the pressure regulator 9, and is sprayed manually by an operator 12. In the embodiment of FIG. 4, the pressure regulator 9 has a funnel-shaped or vertical cylindrical pressure-regulating housing 50, the conveying pipe 8 is mounted so as to inscribe the inner wall of the upper end portion of the housing 50, and the water jet 55 is It is arranged so as to face the end of the transport pipe 8. The mixture such as cement and aggregate sent out from the transport pipe 8 at the primary pressure is sufficiently mixed with the water from the water jet port 55 and then descends while moving spirally along the inner wall of the housing 50 by its own weight. In the meantime, it mixes better with water to form fresh concrete. If necessary, as shown in FIG. 4B, a baffle plate 59 can be provided on the inner wall of the housing 50 as appropriate to promote the mixing of fresh concrete. The mixing process in the housing 50 absorbs the pulsation of the pumping of inclusions, such as cement and aggregates, which may occur in the conveying pipe 8 and provides a uniform and smooth pumping of fresh concrete from the pressure regulator 9 to the pumping hose 10. Secure.

【0014】調圧器9から送出されるフレッシュ・コン
クリート及びその圧力は、従来の湿式コンクリート吹付
システムのものと同様であるから、本発明のコンクリー
ト吹付システムは少なくとも従来の湿式コンクリート吹
付システムと同程度の高品質でコンクリート吹付を行う
ことができる。しかも吹付圧より高い一次圧での搬送パ
イプ8によるセメント及び骨材等の混在物の圧送と、調
圧器9での水及び混在物の混合との組合せを用いるの
で、従来の湿式コンクリート吹付システムより長い距離
に亘りセメント及び骨材等の均質な供給を確保する。
Since the fresh concrete and its pressure delivered from the pressure regulator 9 are similar to those of the conventional wet concrete spraying system, the concrete spraying system of the present invention is at least as good as the conventional wet concrete spraying system. Can spray concrete with high quality. In addition, since a combination of the pumping of the mixture such as cement and aggregate by the transport pipe 8 at the primary pressure higher than the spray pressure and the mixing of the water and the mixture in the pressure regulator 9 is used, the conventional wet concrete spraying system is used. Ensure a homogeneous supply of cement and aggregate over long distances.

【0015】従って、本発明の目的である「圧送距離が
長くしかも高品質を確保できるコンクリート吹付システ
ム」の提供が達成される。
Accordingly, the object of the present invention is to provide a "concrete spraying system capable of ensuring a long pumping distance and high quality".

【0016】[0016]

【実施例】砂利や砂等の骨材は、従来は固定の篩で粒度
を揃えた後ミキサー及び圧送機に投下していた。この従
来方法では、砂等の塊又は大きな礫等は金網を通過せず
そのまま金網の上に残り、それが積み重なって正常な骨
材が金網を通らずに溢れてしまうことがあった。この残
った塊や礫を除くことは作業員の手作業によって行われ
予定外の工数となっていた。図1の実施例のグリズリ篩
2は、金網20を軸線21cの周りに回転する駆動軸21及び
案内軸22により回転させる構成のものとしている。金網
20が回転方向に常に矢印Mの方向に引張られて動き、砂
等が金網20に強固に付着することがない。このため、常
に金網20をそのメッシュの大きさで使用することができ
る。さらに、金網20の上に残った不所望の骨材は、金網
自体の回転によって自動的に排除され、作業員の手作業
による排除の必要がなくなる。このため、労働の負担が
軽減され作業の安全性も向上する。必要に応じ、流体噴
出口23より洗浄材を噴出して金網20を洗浄してもよい。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Aggregates such as gravel and sand have hitherto been dropped into mixers and pumps after uniforming the particle size with a fixed sieve. In this conventional method, a lump of sand or large gravel does not pass through the wire mesh and remains on the wire mesh as it is, and the piles are piled up to overflow normal aggregate without passing through the wire mesh. The removal of the remaining lumps and gravels was performed manually by workers, resulting in unscheduled man-hours. The grizzly sieve 2 of the embodiment shown in FIG. 1 has a configuration in which a wire mesh 20 is rotated by a drive shaft 21 and a guide shaft 22 that rotate around an axis 21c. Wire mesh
The wire 20 is always pulled in the direction of rotation in the direction of arrow M and moves, so that sand or the like does not firmly adhere to the wire mesh 20. For this reason, the wire net 20 can always be used with the size of the mesh. Furthermore, undesired aggregate remaining on the wire mesh 20 is automatically removed by the rotation of the wire mesh itself, eliminating the need for manual removal by the operator. For this reason, the burden of labor is reduced and work safety is improved. If necessary, the wire mesh 20 may be washed by ejecting a cleaning material from the fluid ejection port 23.

【0017】骨材はミキサー3でセメントと混合された
後、コンクリート搬送機4によりシューター5まで送ら
れてその中へ投下される。図2のシューター5は、漏斗
状部材24とその内側表面を覆うゴム被覆膜25からなり、
給気弁26を介してゴム被覆膜25の裏側に空気を圧入して
それを膨らませ、表面に付着した骨材を強制的に排出す
る。排気弁27は、ゴム被覆膜25の裏側の空気を排出して
シューター5を通常の動作形状に戻すためのものであ
る。
After the aggregate is mixed with the cement by the mixer 3, the aggregate is sent to the shooter 5 by the concrete transporter 4 and dropped therein. The shooter 5 shown in FIG. 2 comprises a funnel-shaped member 24 and a rubber coating film 25 covering the inner surface thereof.
Air is injected into the back side of the rubber coating film 25 through the air supply valve 26 to expand the air, and the aggregate attached to the surface is forcibly discharged. The exhaust valve 27 is for exhausting air on the back side of the rubber coating film 25 to return the shooter 5 to a normal operation shape.

【0018】ロータリー式供給器6のローター30の受入
穴35の側壁35aは、その穴35の底面35bから離れるに従っ
て穴35の断面が大きくなるように傾斜しており、穴35が
下向きになった時に骨材等が自重によりその傾斜側壁か
ら容易に離脱して落下する。また、ローター30の外周面
とゴムシール32とによる密封軸受は、例えゴムシール32
がある適度摩耗しても空気室31内の圧縮空気による加圧
のため、常に高い気密性を保つと共に軸受としての寿命
も、空気室31併用のゴムシール32がない従来構造のもの
に較べ非常に長い。受入穴35が下向きの時にその中に入
った高圧空気が、穴35の上向き時にシューター5内へ噴
出するのを防止するため、圧力室38に対向する位置を過
ぎた受入穴35と接するゴムシール32の部位に供給器6の
外部に通ずる排気口36を穿ち、この部位で受入穴35内の
圧力を放出させてもよい。
The side wall 35a of the receiving hole 35 of the rotor 30 of the rotary type feeder 6 is inclined so that the cross section of the hole 35 increases as the distance from the bottom surface 35b of the hole 35 increases, and the hole 35 faces downward. At times, the aggregate or the like easily separates from the inclined side wall due to its own weight and falls. Further, the sealed bearing formed by the outer peripheral surface of the rotor 30 and the rubber seal 32 is, for example, a rubber seal 32.
Even if there is a certain amount of wear, pressurization by the compressed air in the air chamber 31 always keeps high airtightness and the life as a bearing is very much compared to the conventional structure without the rubber seal 32 used together with the air chamber 31. long. In order to prevent the high-pressure air that has entered when the receiving hole 35 is facing downward from being ejected into the shooter 5 when the hole 35 is facing upward, the rubber seal 32 that comes into contact with the receiving hole 35 past the position facing the pressure chamber 38. An exhaust port 36 communicating with the outside of the supply device 6 may be formed in a portion of the above, and the pressure in the receiving hole 35 may be released at this portion.

【0019】圧力室38の下端の送出口38aには、上向き
ノズル44を臨ませ、回転円板42からの骨材等の離脱を促
進することができる。搬送パイプ8の圧送機7側の端末
に搬送空気ノズル45を臨ませ、搬送用の圧縮空気を噴出
させてもよい。図4に示す調圧器9の実施例は、漏斗状
又は垂直円筒状の調圧ハウジング50の上端部の内壁へ内
接する方向に設けた高圧入口51を有し、搬送パイプ8の
遠方端がその高圧入口51に接続される。給水弁54を介し
て給水される水噴出口55が、高圧入口51に臨む部位に設
けられ、セメントと骨材との混在物等の粉体のみが搬送
パイプ8で圧送される乾式の場合には、その混在物等の
粉体と水とがハウジング50の上端部において混合され、
図4(A)及び(B)に示すようにそれらが自重により螺旋状
に運動しながら落下する際にフレッシュ・コンクリート
に混合される。必要に応じ攪拌送気口56を設け、螺旋状
運動と攪拌を促進する方向に圧縮空気を吹込むこともで
きる。調圧ハウジング50下端の吹付圧出口53には圧送ホ
ース10が接続され、一次圧から吹付圧に減圧されたフレ
ッシュ・コンクリートが吹付ノズル11へ向けて送出され
る。必要に応じ急結剤その他の助剤混入用の補給口57を
吹付圧出口58に臨ませ、さらにフレッシュ・コンクリー
トの送出を促すため、吹付空気ノズル58を圧送ホース10
に臨ませてもよい。
An upward nozzle 44 faces the outlet 38a at the lower end of the pressure chamber 38, so that the separation of the aggregate and the like from the rotating disk 42 can be promoted. The transport air nozzle 45 may face the terminal of the transport pipe 8 on the side of the pumping device 7 to eject compressed air for transport. The embodiment of the pressure regulator 9 shown in FIG. 4 has a high-pressure inlet 51 provided in a direction inscribed in the inner wall of the upper end portion of the funnel-shaped or vertical cylindrical pressure-regulating housing 50, and the far end of the transport pipe 8 has Connected to high pressure inlet 51. In the case of a dry type in which a water jet 55 supplied with water through a water supply valve 54 is provided at a portion facing the high-pressure inlet 51, and only powder such as a mixture of cement and aggregate is pumped by the transport pipe 8. Is mixed with powder such as the mixture thereof and water at the upper end of the housing 50,
As shown in FIGS. 4 (A) and (B), they are mixed with fresh concrete as they fall while moving spirally under their own weight. If necessary, a stirring air supply port 56 may be provided to blow compressed air in a direction that promotes spiral movement and stirring. A pressure feeding hose 10 is connected to the blowing pressure outlet 53 at the lower end of the pressure regulating housing 50, and fresh concrete reduced in pressure from the primary pressure to the blowing pressure is sent out to the blowing nozzle 11. If necessary, make the supply port 57 for mixing the quick-setting binder and other auxiliaries face the spraying pressure outlet 58, and in order to promote the delivery of fresh concrete, connect the blowing air nozzle 58 with the pressure hose 10
You may face.

【0020】圧送機7で又はその前の段階で水をセメン
ト及び骨材と混合する完全湿式の場合には、調圧器9の
水噴出器55を省略することができる。また圧送ホース10
に粉体のみを送り込み水を吹付ノズル11内へ送給して、
吹付直前にフレッシュ・コンクリートの混合をする完全
乾式の場合にも調圧器9内の水噴出器55の省略が可能で
ある。
In the case of a completely wet type in which water is mixed with cement and aggregate at or before the pump 7, the water jet 55 of the pressure regulator 9 can be omitted. Also the pressure hose 10
Only powder and water into the spray nozzle 11,
In the case of a completely dry type in which fresh concrete is mixed immediately before spraying, the water jet 55 in the pressure regulator 9 can be omitted.

【0021】[0021]

【発明の効果】以上説明したように、本発明のコンクリ
ート吹付システムは、吹付ノズルの吹付圧より高い一次
圧の下で、セメント、骨材の粉体のみ又はこれに水を加
えた混在物を搬送パイプで吹付位置近傍まで搬送した
後、調圧器でフレッシュ・コンクリートに混合すると共
に吹付圧に減圧し従来の圧送ホースに送入するので、次
の顕著な効果を奏する。
As described above, the concrete spraying system according to the present invention can be used under a primary pressure higher than the spraying pressure of the spraying nozzle to remove cement or aggregate powder alone or a mixture of water and water. After being conveyed to the vicinity of the spraying position by the conveying pipe, it is mixed with fresh concrete by a pressure regulator, reduced to the spraying pressure and fed into a conventional pressure feeding hose, so that the following remarkable effects are exhibited.

【0022】(イ)従来の吹付圧のみで圧送及び吹付をす
る方式に比し、圧送機から吹付ノズルまでの距離を長く
することができる。 (ロ)調圧器の使用により、圧力の脈動を吸収・低減する
ことができる。 (ハ)セメント、骨材などの粉体に搬送中に部分的な分離
が生じても調圧室における混合により、吹付ノズルに対
し均質なコンクリート又はコンクリート材料を連続的に
供給することができる。
(B) The distance from the pump to the spray nozzle can be made longer than in the conventional system in which only the spray pressure is used to perform the pumping and spraying. (B) By using a pressure regulator, pressure pulsation can be absorbed and reduced. (C) Even if powder such as cement or aggregates is partially separated during transportation, uniform concrete or concrete material can be continuously supplied to the spray nozzle by mixing in the pressure regulating chamber.

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

【図1】は、本発明の一実施例の図式的説明図である。FIG. 1 is a schematic explanatory diagram of one embodiment of the present invention.

【図2】は、ロータリー供給器及び圧送機の図式的縦断
面図である。
FIG. 2 is a schematic longitudinal sectional view of a rotary feeder and a pump.

【図3】は、図2の矢印III-III方向の断面図である。FIG. 3 is a cross-sectional view in the direction of arrows III-III in FIG.

【図4】は、調圧器の説明図である。FIG. 4 is an explanatory diagram of a pressure regulator.

【符号の説明】[Explanation of symbols]

1…コンクリート吹付システム 2…グリズリ篩 3…ミキサー 4…コンクリート搬送
機 5…シューター 6…ロータリー式供給
器 7…圧送機 8…搬送パイプ 9…調圧器 10…圧送ホース 11…吹付ノズル 12…作業員 13…地盤 20…金網 21…駆動軸 22…案内軸 23…流体噴出口 24…漏斗状部材 25…ゴム被覆膜 26…給気弁 27…排気弁 29…円筒形ケーシング 30…ローター 31…空気室 32…ゴムシール 33…加圧弁 34…放圧弁 35…受入穴 36…排気口 37…給気口 38…圧力室 39…回転軸 40…回転羽根 41…送り羽根 42…回転円板 43…傾斜付き仕切壁 44…上向きノズル 45…搬送空気ノズル 50…調圧ハウジング 51…高圧入口 52…減圧弁 53…吹付圧出口 54…給水弁 55…水噴出口 56…攪拌送気口 57…補給口 58…吹付空気ノズル 59…じゃま板
DESCRIPTION OF SYMBOLS 1 ... Concrete spraying system 2 ... Grizzly sieve 3 ... Mixer 4 ... Concrete transporter 5 ... Shooter 6 ... Rotary feeder 7 ... Pumping machine 8 ... Transporting pipe 9 ... Pressure regulator 10 ... Pressure feeding hose 11 ... Spray nozzle 12 ... Worker 13 ... ground 20 ... wire mesh 21 ... drive shaft 22 ... guide shaft 23 ... fluid outlet 24 ... funnel-shaped member 25 ... rubber coating film 26 ... air supply valve 27 ... exhaust valve 29 ... cylindrical casing 30 ... rotor 31 ... air Chamber 32… Rubber seal 33… Pressure valve 34… Release valve 35… Reception hole 36… Exhaust port 37… Supply port 38… Pressure chamber 39… Rotating shaft 40… Rotating blade 41… Feeding blade 42… Rotating disk 43… Incline Partition wall 44… Upward nozzle 45… Conveying air nozzle 50… Pressure control housing 51… High pressure inlet 52… Reducing valve 53… Blowing pressure outlet 54… Water supply valve 55… Water outlet 56… Agitated air supply port 57… Refill port 58… Spray air nozzle 59 ... Baffle plate

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】吹付ノズルの吹付圧より高い一次圧の圧送
機内圧力室へセメントと骨材の混在物を気密に供給し、
前記圧送機により前記混在物を一次圧の下で一様に分散
させながら圧力室下端に連通した搬送パイプ中へ送出
し、さらに前記搬送パイプの終端に設けた調圧器内へ送
入し、前記調圧器に設けた水噴出口から前記混在物に水
を注入し、水と前記混在物とを前記調圧器内で混合して
フレッシュ・コンクリートにすると共に前記調圧器の頂
部の減圧弁により吹付圧まで減圧し、前記フレッシュ・
コンクリートを調圧器の下端に連通した圧送ホース内へ
吹付圧の下で送出し且つ該圧送ホースの終端に設けた吹
付ノズルから吹付けてなるコンクリート吹付システム。
An airtight supply of a mixture of cement and aggregate to a pressure chamber in a pump having a primary pressure higher than the spray pressure of a spray nozzle.
The mixed material is uniformly dispersed under the primary pressure by the pump, and is sent out into a transfer pipe communicating with a lower end of the pressure chamber, and further sent into a pressure regulator provided at an end of the transfer pipe. Water is injected into the mixture from a water outlet provided in the pressure regulator, and the water and the mixture are mixed in the pressure regulator to produce fresh concrete, and the spray pressure is reduced by a pressure reducing valve at the top of the pressure regulator. Reduce the pressure to
A concrete spraying system for discharging concrete under a spray pressure into a pumping hose communicating with a lower end of a pressure regulator and spraying from a spray nozzle provided at an end of the pumping hose.
【請求項2】吹付ノズルの吹付圧より高い一次圧の圧送
機内圧力室へセメントと骨材と水との混在物を気密に供
給し、前記圧送機により前記混在物を一次圧の下で一様
に分散させながら圧力室下端に連通した搬送パイプ中へ
送出し、さらに前記搬送パイプの終端に設けた調圧器内
へ送入し、前記調圧器内で前記混在物を混合してフレッ
シュ・コンクリートにすると共に前記調圧器の頂部の減
圧弁により吹付圧まで減圧し、前記フレッシュ・コンク
リートを調圧器の下端に連通した圧送ホース内へ吹付圧
の下で送出し且つ該圧送ホースの終端に設けた吹付ノズ
ルから吹付けてなるコンクリート吹付システム。
2. A mixture of cement, aggregate and water is airtightly supplied to a pressure chamber in a pump having a primary pressure higher than a spray pressure of a spray nozzle, and the mixture is reduced by the pump at a primary pressure. While being dispersed in the same manner, the mixture is sent out into a transfer pipe communicating with the lower end of the pressure chamber, and further sent into a pressure regulator provided at the end of the transfer pipe. At the same time, the pressure was reduced to the spray pressure by the pressure reducing valve at the top of the pressure regulator, and the fresh concrete was delivered under the spray pressure into the pressure hose connected to the lower end of the pressure regulator, and provided at the end of the pressure hose. A concrete spraying system sprayed from a spray nozzle.
【請求項3】請求項1又は2の吹付システムにおいて、
前記骨材の粒度を回転又は往復動する金網からなるグリ
ズリ篩により調整し、該骨材をミキサーによりセメント
と混合した後前記圧送機内圧力室へ気密に供給してなる
コンクリート吹付システム。
3. The spraying system according to claim 1, wherein
A concrete spraying system in which the particle size of the aggregate is adjusted by a grizzly sieve made of a rotating or reciprocating wire mesh, the aggregate is mixed with cement by a mixer, and then airtightly supplied to a pressure chamber in the pumping machine.
【請求項4】請求項1ー3の何れかの吹付システムにお
いて、前記圧送機内圧力室への気密な供給を、中心軸線
が水平配置の円筒形ケーシング、前記ケーシング内壁と
間隙を介して対向しつつ回転する周面を持つ中実円筒形
のローター、前記ケーシング内壁を覆って密封配置した
膜状ゴムシール、前記ケーシングを貫通して該ケーシン
グ内壁とゴムシールとの間に開口する加圧弁と放圧弁、
前記ローターの周面から中心軸線方向に嵌入する受入
穴、並びに前記ローター回転時に上向き及び下向きの前
記受入穴と対向する部位の前記ケーシングとゴムシール
にそれぞれ気密に穿った受入口及び放出口からなるロー
タリー式供給器によって行い、前記ローターの回転時に
前記加圧弁を介して加圧流体をケーシング内壁とゴムシ
ールとの間へ送入してゴムシールをローター周面へ摺動
自在に密着させて前記受入口と放出口とを気密に分離
し、且つ前記受入穴の上向き時に前記受入口を介して前
記混在物を受入穴へ送入し前記受入穴の下向き時に前記
混在物を自重により前記放出口を介して落下させてなる
コンクリート吹付システム。
4. The spraying system according to claim 1, wherein the airtight supply to the pressure chamber in the pump is opposed to a cylindrical casing having a horizontal central axis and the casing inner wall via a gap. A solid cylindrical rotor having a rotating peripheral surface, a film-shaped rubber seal hermetically disposed over the inner wall of the casing, a pressure valve and a pressure relief valve that penetrate the casing and open between the inner wall of the casing and the rubber seal,
A rotary hole comprising a receiving hole fitted in the central axis direction from the peripheral surface of the rotor, and a receiving port and a discharging port which are hermetically bored in the casing and the rubber seal at portions opposed to the receiving holes facing upward and downward when the rotor rotates. A pressurized fluid is fed between the casing inner wall and the rubber seal through the pressurizing valve when the rotor rotates, and the rubber seal is slidably adhered to the rotor peripheral surface when the rotor rotates, and the receiving port is connected to the receiving port. The discharge port is airtightly separated, and when the receiving hole is upward, the mixed substance is sent into the receiving hole through the receiving port, and when the receiving hole is downward, the mixed substance is discharged through the discharge port by its own weight. A concrete spraying system that is dropped.
【請求項5】請求項4の吹付システムにおいて、及び前
記ローターの回転時に前記放出口通過後の前記受入穴と
対向する部位の前記ケーシングとゴムシールに排気口を
気密に穿ってなるコンクリート吹付システム。
5. The concrete spraying system according to claim 4, wherein an exhaust port is hermetically pierced in said casing and rubber seal at a position facing said receiving hole after passing through said discharge port when said rotor rotates.
【請求項6】請求項4又は5の吹付システムにおいて、
前記圧力室の上端を前記供給器の放出口に連通させ、前
記一次圧の圧力源と連通する給気口及び弁と連通する排
気口を前記圧力室に穿ち、前記圧送機に、前記圧力室内
の水平回転軸に固定の回転送り羽根及び該水平回転軸の
送り出し端に設けた回転円板、並びに前記回転円板の下
方で前記搬送パイプに連通する送出口を設けてなるコン
クリート吹付システム。
6. The spray system according to claim 4, wherein
The upper end of the pressure chamber is communicated with a discharge port of the supply device, and an air supply port communicating with the pressure source of the primary pressure and an exhaust port communicating with a valve are bored in the pressure chamber. A concrete spraying system comprising: a rotary feed blade fixed to a horizontal rotary shaft, a rotary disk provided at a delivery end of the horizontal rotary shaft, and a discharge port communicating with the transport pipe below the rotary disk.
【請求項7】請求項1又は3ー6の何れかの吹付システ
ムにおいて、前記調圧器に、垂直中空筒状の調圧ハウジ
ング、該調圧ハウジングの内側上端部位へ内接する向き
に設けた高圧入口、前記調圧ハウジングの頂部に設けた
減圧弁、該高圧入口の近傍に設けた水噴出口、及び前記
調圧ハウジングの下端に形成した吹付圧出口を設け、前
記高圧入口へ送給されるセメントと骨材の混在物に水を
注入し、水と前記混在物を自重により前記調圧器内壁に
沿って下向きに旋回させながらフレッシュ・コンクリー
トに混合すると共に前記調圧器の頂部の減圧弁により吹
付圧まで減圧し前記低圧出口から送出してなるコンクリ
ート吹付システム。
7. The spraying system according to claim 1, wherein the pressure regulator is provided with a vertical hollow cylindrical pressure regulating housing, and a high pressure provided in a direction in which the pressure regulating housing is inscribed in an upper end portion inside the pressure regulating housing. An inlet, a pressure reducing valve provided at the top of the pressure regulating housing, a water jet provided near the high pressure inlet, and a spray pressure outlet formed at the lower end of the pressure regulating housing are provided to the high pressure inlet. Water is poured into the mixture of cement and aggregate, mixed with fresh concrete while turning the water and the mixture by their own weight downward along the inner wall of the pressure regulator, and sprayed by a pressure reducing valve at the top of the pressure regulator. A concrete spraying system which is depressurized to a pressure and sent out from the low pressure outlet.
【請求項8】請求項2又は3ー6の何れかの吹付システ
ムにおいて、前記調圧器に、垂直中空筒状の調圧ハウジ
ング、該調圧ハウジングの内側上端部位へ内接する向き
に設けた高圧入口、前記調圧ハウジングの頂部に設けた
減圧弁、及び前記調圧ハウジングの下端に形成した吹付
圧出口を設け、前記高圧入口へ送給されるセメントと骨
材と水との混在物を自重により前記調圧器内壁に沿って
下向きに旋回させながらフレッシュ・コンクリートに混
合すると共に前記調圧器の頂部の減圧弁により吹付圧ま
で減圧し前記低圧出口から送出してなるコンクリート吹
付システム。
8. The pressure spraying system according to claim 2, wherein the pressure regulator is provided with a vertical hollow cylindrical pressure regulation housing, and a high pressure provided in a direction inscribed in an upper end portion inside the pressure regulation housing. An inlet, a pressure reducing valve provided at the top of the pressure regulating housing, and a spray pressure outlet formed at the lower end of the pressure regulating housing are provided, and a mixture of cement, aggregate, and water fed to the high pressure inlet is self-weighted. The concrete spraying system mixes with fresh concrete while swirling downward along the inner wall of the pressure regulator, and reduces the pressure to the spray pressure by a pressure reducing valve at the top of the pressure regulator, and sends out from the low pressure outlet.
【請求項9】請求項7又は8の吹付システムにおいて、
前記調圧器の前記吹付圧出口に臨む部位に助剤の補給口
を設けてなるコンクリート吹付システム。
9. The spraying system according to claim 7, wherein
A concrete spraying system comprising an auxiliary agent replenishing port provided at a portion of the pressure regulator facing the spray pressure outlet.
JP20112197A 1997-07-28 1997-07-28 Concrete spraying system Pending JPH1142446A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20112197A JPH1142446A (en) 1997-07-28 1997-07-28 Concrete spraying system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20112197A JPH1142446A (en) 1997-07-28 1997-07-28 Concrete spraying system

Publications (1)

Publication Number Publication Date
JPH1142446A true JPH1142446A (en) 1999-02-16

Family

ID=16435766

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20112197A Pending JPH1142446A (en) 1997-07-28 1997-07-28 Concrete spraying system

Country Status (1)

Country Link
JP (1) JPH1142446A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010248820A (en) * 2009-04-17 2010-11-04 Hara Kogyo Kk Concrete spraying machine
JP2020179536A (en) * 2019-04-24 2020-11-05 住友大阪セメント株式会社 Spray system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010248820A (en) * 2009-04-17 2010-11-04 Hara Kogyo Kk Concrete spraying machine
JP2020179536A (en) * 2019-04-24 2020-11-05 住友大阪セメント株式会社 Spray system

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