JPH01284673A - Spray concrete mixing/accelerating device - Google Patents

Spray concrete mixing/accelerating device

Info

Publication number
JPH01284673A
JPH01284673A JP11507988A JP11507988A JPH01284673A JP H01284673 A JPH01284673 A JP H01284673A JP 11507988 A JP11507988 A JP 11507988A JP 11507988 A JP11507988 A JP 11507988A JP H01284673 A JPH01284673 A JP H01284673A
Authority
JP
Japan
Prior art keywords
nozzle
concrete
function section
mixing
pipe
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
JP11507988A
Other languages
Japanese (ja)
Inventor
Masao Nakajima
正夫 中島
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.)
Asahi Engineering Co Ltd Fukuoka
Original Assignee
Asahi Engineering Co Ltd Fukuoka
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 Asahi Engineering Co Ltd Fukuoka filed Critical Asahi Engineering Co Ltd Fukuoka
Priority to JP11507988A priority Critical patent/JPH01284673A/en
Publication of JPH01284673A publication Critical patent/JPH01284673A/en
Pending legal-status Critical Current

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  • Nozzles (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE:To reduce bouncing and dust and improve quality by providing a conveying function section, an adding function section, a mixing function section, and a rectifying function section, suppressing the conveyance and acceleration to the minimum required, and applying the optimum spray acceleration according to the situation on the site. CONSTITUTION:A conveying function section is constituted of a conveyance pipe 5 and a conveyance acceleration nozzle 6 and a spray acceleration nozzle 7, an adding function section 2 is constituted of a water feed nozzle 8 and an addition nozzle 9, a mixing function section 3 is constituted of a mixing tube 10, and a rectifying function section 4 is constituted of a rectification pipe 11 and a rectification blow nozzle 12 respectively. For wet spraying, the concrete discharged by a concrete pump 13 is air-accelerated by the nozzle 6, the optimum spray acceleration is applied by a nozzle 7 at the tip of the pipe 5. The concrete is re-mixed by the pipe 10, a binder or the like is added through the nozzle 9, the concrete is rectified and sprayed through the nozzle 12 to an object. The quality of concrete can be improved.

Description

【発明の詳細な説明】 (産業−にの利用分野) 本発明はトンネル工事における掘削内壁、あるいは切取
り斜面、その他、吹付はコンクリートの施工に用いる装
置に関ずろ。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to equipment used for spraying concrete on excavated inner walls in tunnel construction, cutting slopes, and other applications.

(従来の技丙) 吹付はコンクリートの装置には乾式と湿式とがあり、乾
式は旧材、砂、セメントなど、コンクリートのSII成
材を空気搬送し、その過程で水、急結剤を添加してノズ
ルから吹付け、湿式は予め混練りされたコンクリートを
空気搬送する過程で急結剤をン奈加し、吹付けている。
(Conventional Technique C) There are two types of concrete spraying equipment: dry type and wet type. The dry type conveys SII concrete materials such as old materials, sand, and cement by air, and adds water and quick-setting agents during the process. In the wet method, pre-mixed concrete is conveyed through the air and an accelerating agent is added to it before being sprayed.

いずれの場合も、搬送元で空気加速して先端のノズルか
ら吹付けるもので、搬送加速と吹付は加速の区別はなく
、過剰な加速圧を与えるため、乾式の場合は混合不充分
となり、湿式の場合は搬送過程でコンクリートの分II
+1が生じ、さらに、混合不充分、または分削状態のコ
ンクリートをそのまま吹付けているので、品質はバラツ
キ、はね返りと、粉塵の発生が多く、これらが避けられ
ない原因となっている。
In either case, the air is accelerated at the conveyance source and sprayed from the nozzle at the tip. There is no distinction between acceleration and spraying, and excessive acceleration pressure is applied, resulting in insufficient mixing in the case of the dry type, and insufficient mixing in the case of the wet type. In the case of
+1 occurs, and since insufficiently mixed or chopped concrete is sprayed as is, the quality varies, there is a lot of splashing, and there is a lot of dust, which are unavoidable causes.

(発明の解決すべき問題点) 発明者は長年の研究の結果、吹付はコンクリートの問題
点を前述のように見いだし、この解決に取り組んできた
。解決のポイントの第1は搬送加速と吹付は加速を分離
して(考え)す゛え、搬送力10車は必要最小限に抑え
、吹付は加速は先端部で最適な速度に加速せしめるもの
である。第2は乾式の混合不充分、 または湿式の分離
しに状態のコンクリートを吹付けの先端部で、混合と再
混合を充分に行い、コンクリートを形成して吹付けるご
とである。従来の吹付はコンクリートとけ名のみて、コ
ンクリートの態をなしていないものを吹付けていたため
、はね返っていたが、本発明のことく、充分に4H合し
て、本来のコンクリートを吹付けるならば、セメントミ
ルクが接着剤として充分に機能し対象物に付着するので
、品質の良い施工が可能になり、はね返りと粉塵は減少
するか、なくな(実施例) 第1図は本発明の全構成の概要を示す。搬送機能部1は
搬送管5(またはホース)と、搬送元に搬送加速ノズル
6と、搬送先に設けた吠伺は加速ノズル7とからなり、
添加機能部2は加水ノズル8、ンA加剤ノズル9なとか
らなり、混合機能部3は混合?″110からなり、整流
機能部4は整流管11と整lZコ噴気ノズル12などか
らなる。付随する装置として13はコンクリートポンプ
、 14はコンプレッサ、 15はjA加剤タンク、 
]6は水ポンプを示す。湿式の吹付けを例にとると、コ
ンクリートポンプ]3から吐出されたコンクリートは搬
送加速ノズル6て空気加速され、所要長の搬送管5内を
搬送され、該搬送管5の先端部で、吹付けに最適の加速
が吹付は加速ノズル7て与えられる。
(Problems to be Solved by the Invention) As a result of many years of research, the inventor discovered the above-mentioned problems with sprayed concrete, and has been working to solve these problems. The first point in solving the problem is to separate the conveyance acceleration and the spraying acceleration, to minimize the conveying force of 10 cars, and to accelerate the spraying to the optimum speed at the tip. The second method is to thoroughly mix and remix concrete at the tip of the sprayer, which is insufficiently mixed in the dry method, or separated in the wet method, to form concrete and spray it. Conventional spraying was called concrete and was spraying something that was not in the form of concrete, so it bounced back, but with the present invention, if the original concrete is sprayed after sufficient 4H mixing, Since the cement milk functions well as an adhesive and adheres to the object, high-quality construction is possible, and splashing and dust are reduced or eliminated (Example) Figure 1 shows the entire configuration of the present invention. An overview is shown. The conveyance function section 1 consists of a conveyance pipe 5 (or hose), a conveyance acceleration nozzle 6 at the conveyance source, and an accelerating nozzle 7 provided at the conveyance destination,
The addition function section 2 consists of a water addition nozzle 8 and an additive nozzle 9, and the mixing function section 3 consists of a water addition nozzle 8 and an additive nozzle 9. 110, and the rectifying function part 4 consists of a rectifier pipe 11, a rectifying jet nozzle 12, etc.As an accompanying device, 13 is a concrete pump, 14 is a compressor, 15 is a jA additive tank,
] 6 indicates a water pump. Taking wet spraying as an example, the concrete discharged from the concrete pump 3 is air-accelerated by the conveying acceleration nozzle 6, conveyed through the conveying pipe 5 of the required length, and is sprayed at the tip of the conveying pipe 5. The acceleration nozzle 7 provides the optimum acceleration for spraying.

搬送管5内を搬送するのに、最小限必要な加速圧を搬送
加速ノズル6てIi、えるが、搬送中に大なり小なりコ
ンクリートの分lilは免れない。湿式の場合は水の添
加は不要で、該コンクリートが混合管10に入ると該混
合管10の混合機能によってII「混合され(a′「細
は後述)、添加剤ノズル9にJ:って急結剤、増粘剤な
どが添加され、さらに整流管11によって整流され、整
流噴気ノズル12の噴気に包み込まれながら対象物に吹
付けられる(訂細は後述)。混合機能部3と整流機能部
4が若干距離はなれているのは混合機能部3を地面に置
いて、整流機能部4をノズルマンが手に持ち、操作を楽
にするためである。
Although the minimum necessary acceleration pressure is generated by the conveyance acceleration nozzle 6 to convey the material through the conveyance pipe 5, it is inevitable that concrete will be produced to a greater or lesser extent during conveyance. In the case of the wet method, there is no need to add water, and when the concrete enters the mixing pipe 10, it is mixed by the mixing function of the mixing pipe 10, and the concrete is mixed into the additive nozzle 9. A quick-setting agent, a thickener, etc. are added, and the flow is further rectified by the rectifier pipe 11, and is sprayed onto the object while being surrounded by the fumes of the rectifier jet nozzle 12 (details will be described later).Mixing function section 3 and the rectifier function The reason why the parts 4 are separated by a slight distance is that the mixing function part 3 is placed on the ground and the nozzle man can easily operate the rectifying function part 4 by holding it in his hand.

第2図は本発明の別例を示す。乾式の吹付けを例にとる
と、骨材、砂、セメントなどコンクリートの組成材がタ
ンク17から送られてくると、搬送加速ノズル6で空気
加速され、ざらに吹付は加速ノズル7て吹付は速度が与
えられ、添加機能部2の加水ノズル8、添加剤ノズル9
によって水、急結剤などが組成材に添加される。これら
が混合機能部3の混合管10に入ると、混合機能にJ:
って再混合され、整流管11によって整流され吹付けら
れる。第1図例が人力操作に用いる場合に対し、第2図
例は吹付はロボットを用いる場合に適する。
FIG. 2 shows another example of the invention. Taking dry spraying as an example, when concrete composition materials such as aggregate, sand, and cement are sent from the tank 17, they are air accelerated by the conveyance acceleration nozzle 6, and the rough spraying is carried out by the acceleration nozzle 7. The water addition nozzle 8 and the additive nozzle 9 of the addition function section 2
Water, quick-setting agents, etc. are added to the composition. When these enter the mixing pipe 10 of the mixing function section 3, the mixing function J:
The liquid is remixed, rectified by the rectifier pipe 11, and sprayed. While the example in FIG. 1 is used for manual operation, the example in FIG. 2 is suitable for spraying using a robot.

第3図は混合機能部:3の一例を示す。該混合機能部は
所要段数の混合管がらなり、初段混合管10−1は所要
長さと、所要数の螺旋状のウィング18を管内壁に有し
く副側では18−1.18−2の2枚翼)、かがる初段
混合管io−,に接して2段ifM合管10−2を設け
る。該2段混合管10−3は初段混合管10−、(+)
ウィング18の倍:旋の方向と位相を異にするウィング
19を有し、さらにかかる41′4成と、かかる配列か
らなる所要段数の混合管を設けたことからなる。副側に
おいては2段しか示していないが、実用的には4膜片度
を設ける。搬送管から搬送されたコンクリートが初段混
合管]0−4に入ると、ウィング18にJ:って右旋回
が!j、えられ、2段混合管]O−3に入ると、今度は
左旋回を与えられながら進み、所要段数の混合管を通過
するうちに、混合が縁り返され、均一なコンクリ−]・
が形成される。
FIG. 3 shows an example of the mixing function section 3. The mixing function section consists of a required number of stages of mixing tubes, and the first stage mixing tube 10-1 has a required length and a required number of spiral wings 18 on the inner wall of the tube. A second stage ifM joint pipe 10-2 is provided in contact with the first stage mixing pipe io-. The two-stage mixing tube 10-3 is the first-stage mixing tube 10-, (+)
Double the wing 18: It has a wing 19 whose phase is different from the direction of rotation, and is further provided with such a 41'4 configuration and a required number of mixing tubes having such an arrangement. Although only two layers are shown on the sub-side, practically four layers are provided. Concrete transported from the transport pipe enters the first stage mixing pipe] When entering 0-4, wing 18 makes a right turn! J, picked up, two-stage mixing tube] After entering O-3, the concrete moves forward while being given a left turn, and as it passes through the required number of mixing tubes, the mixture is turned around and the concrete becomes uniform.]・
is formed.

第4図は第3図のA−A矢視におけるウィングJ8の配
置状態を示す。副側では18−1と18−2を対象的に
配置しているが、管内を底流するセメントミルクをすく
い−1こげて混合させるにはむしろJl一対称形が好ま
しい。
FIG. 4 shows the arrangement of the wing J8 in the direction of arrow A-A in FIG. 3. Although 18-1 and 18-2 are arranged symmetrically on the sub-side, a symmetrical Jl-1 is preferable in order to scoop and mix the cement milk flowing under the pipe.

第5図は第1図における整流機能部4を示す。FIG. 5 shows the rectifying function section 4 in FIG.

図示右かより搬送されるコンクリートは、整流管11て
収束、整流され、該整流管の出口外周に11焚けられた
整流噴気ノズル12の噴気に包み込まれる状態で加速さ
れながら吹付けられる。
Concrete conveyed from the right side in the figure is converged and rectified by a rectifying pipe 11, and is sprayed while being accelerated while being surrounded by the jet of a rectifying jet nozzle 12 fired at the outer periphery of the outlet of the rectifying pipe.

第6図は第2図における整流管11を示す。最終段混合
管20に接して整流管11が設けられ、該整流管】1の
軸心に平行な整流翼21を有し、混合管20で旋回運動
を与えられたコンクリートは直流に整流され吹付けられ
る。混合管から田川されるコンクリートを直ちに1吹付
けるので、第5図例に示す整流噴気ノズルは用いない。
FIG. 6 shows the rectifier tube 11 in FIG. 2. A straightening pipe 11 is provided in contact with the final stage mixing pipe 20, and has straightening blades 21 parallel to the axis of the straightening pipe 1. Concrete given swirling motion by the mixing pipe 20 is rectified into a direct current and blown. Can be attached. Since concrete is immediately sprayed from the mixing pipe, the rectifying jet nozzle shown in the example in FIG. 5 is not used.

(発明の効果) 実施例の詳細な説明から明らかなように、本発明は搬送
加速と吹付は加速を分離して(考え) !L。
(Effects of the Invention) As is clear from the detailed description of the embodiments, the present invention separates conveyance acceleration and spraying acceleration (conception)! L.

え、搬送加速は必要最小限に抑えてコンクリートの分I
ME @抑え、吹付は加速は現場状況に応じて最ノビF
召U 適の加速を与えるにうにし、さらに乾式の混合不充分、
湿式の分離状態のコンクl) −1−を混合管で混合、
1]1混合してコンクリートを形成し、さらに整流機能
にj;って飛散の少ない吹付けをするのでコンク「ノー
トの品質は向上し、はね返りの少ない吹付けが可能にな
る。
Well, the conveyance acceleration should be kept to the minimum necessary to reduce the amount of concrete.
ME @ Suppression, spraying is accelerated depending on the site situation
In addition to providing suitable acceleration, insufficient dry mixing is also required.
Wet separated concrete l) -1- is mixed in a mixing tube,
1] The quality of the concrete is improved by mixing to form concrete, and the rectification function allows for spraying with less scattering, which improves the quality of the concrete and enables spraying with less splashing.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図と第2図は本発明の全構成を示す概要図。 第3図は混合機能部!3の一例を示し、第4図は第3図
0) A −A矢視におけるウィング18の配置状態を
示す。第5図は第1図における整流機能部4を示し、第
6図は第2図における整流管を示す。
FIG. 1 and FIG. 2 are schematic diagrams showing the entire configuration of the present invention. Figure 3 is the mixed function section! 3, and FIG. 4 shows the arrangement state of the wing 18 in the direction of arrow A-A in FIG. 3 (0). FIG. 5 shows the rectifier section 4 in FIG. 1, and FIG. 6 shows the rectifier tube in FIG. 2.

Claims (1)

【特許請求の範囲】[Claims] 搬送機能部と、添加機能部と、混合機能部と、整流機能
部とからなり、搬送機能部は搬送管(またはホース)と
、すでに混練りされたコンクリート、または骨材、砂、
セメントなどコンクリートの組成材を適切な搬送速度と
吹付け速度に加速せしめる搬送加速ノズルと、吹付け加
速ノズルなどからなり、添加機能部は該搬送管内におけ
る前記コンクリートまたは組成材の搬送過程において、
水、急結剤などを添加せしめる加水ノズル、添加剤ノズ
ルなどからなり、混合機能部は前記組成材、水、急結剤
などを混合してコンクリートを形成、または搬送過程で
分離したコンクリートを再混合せしめる機能を有する混
合管を備え、整流機能部は混合機能部で混合、再混合さ
れたコンクリートを整流せしめる整流管と、整流噴気ノ
ズルなどからなり、かかる各機能素子の複合構成によっ
て最適な吹付けコンクリートの施工を可能ならしめるこ
とを特徴とする吹付けコンクリートの混合加速装置。
It consists of a conveyance function section, an addition function section, a mixing function section, and a rectification function section.
It consists of a conveyance acceleration nozzle that accelerates a concrete composition material such as cement to an appropriate conveyance speed and spraying speed, and a spray acceleration nozzle, etc., and the addition function part is configured to:
It consists of a water nozzle, an additive nozzle, etc. that adds water, quick-setting agent, etc., and the mixing function unit mixes the composition materials, water, quick-setting agent, etc. to form concrete, or recycles concrete separated during the transportation process. It is equipped with a mixing pipe that has a mixing function, and the rectifying function section consists of a rectifying pipe that rectifies the concrete mixed and remixed in the mixing function section, a rectifying jet nozzle, etc., and the optimal blowing is achieved by the composite configuration of each functional element. A shotcrete mixing accelerator characterized by enabling the construction of concrete.
JP11507988A 1988-05-12 1988-05-12 Spray concrete mixing/accelerating device Pending JPH01284673A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11507988A JPH01284673A (en) 1988-05-12 1988-05-12 Spray concrete mixing/accelerating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11507988A JPH01284673A (en) 1988-05-12 1988-05-12 Spray concrete mixing/accelerating device

Publications (1)

Publication Number Publication Date
JPH01284673A true JPH01284673A (en) 1989-11-15

Family

ID=14653661

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11507988A Pending JPH01284673A (en) 1988-05-12 1988-05-12 Spray concrete mixing/accelerating device

Country Status (1)

Country Link
JP (1) JPH01284673A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04360963A (en) * 1991-06-07 1992-12-14 Onoda Cement Co Ltd Placing method for celluler concrete in site
CN103741951A (en) * 2014-01-27 2014-04-23 程辉 Vehicle-borne external drive-type dry and wet concrete injection machine with automatic feed cavity rotor
KR101982814B1 (en) * 2018-09-28 2019-05-28 (주)유니온물산 Shotcrete construction machinery equipped with digital indicator of fiber input and shotcrete construction quantities, and fiber Dispersion device
JPWO2022230388A1 (en) * 2021-04-30 2022-11-03

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04360963A (en) * 1991-06-07 1992-12-14 Onoda Cement Co Ltd Placing method for celluler concrete in site
CN103741951A (en) * 2014-01-27 2014-04-23 程辉 Vehicle-borne external drive-type dry and wet concrete injection machine with automatic feed cavity rotor
CN103741951B (en) * 2014-01-27 2017-06-27 深圳市蛇口招商港湾工程有限公司 The self-feeding material chamber rotor external-drive vehicle-mounted pulp shooting machine of concrete dry wet feed
KR101982814B1 (en) * 2018-09-28 2019-05-28 (주)유니온물산 Shotcrete construction machinery equipped with digital indicator of fiber input and shotcrete construction quantities, and fiber Dispersion device
JPWO2022230388A1 (en) * 2021-04-30 2022-11-03

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