JPS593189A - Concrete pump - Google Patents

Concrete pump

Info

Publication number
JPS593189A
JPS593189A JP11236082A JP11236082A JPS593189A JP S593189 A JPS593189 A JP S593189A JP 11236082 A JP11236082 A JP 11236082A JP 11236082 A JP11236082 A JP 11236082A JP S593189 A JPS593189 A JP S593189A
Authority
JP
Japan
Prior art keywords
tube
concrete
roller
suction side
suction
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
JP11236082A
Other languages
Japanese (ja)
Inventor
Katsushi Tanaka
勝志 田中
Toshio Yokota
横田 敏雄
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.)
Kyokuto Kaihatsu Kogyo Co Ltd
Original Assignee
Kyokuto Kaihatsu Kogyo 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 Kyokuto Kaihatsu Kogyo Co Ltd filed Critical Kyokuto Kaihatsu Kogyo Co Ltd
Priority to JP11236082A priority Critical patent/JPS593189A/en
Publication of JPS593189A publication Critical patent/JPS593189A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To reduce local friction in a tube by providing a tube whose inner diameter is gradually reduced from the suction side towards the exhaust side and increasing the pressure in the closed section of the tube, thus reducing any reverse flow of concrete. CONSTITUTION:When preceding roller 7 starts to move away from tube 3 opening said tube, the suction (closed section) and exhaust sides partitioned by said preceding roller 7 acting as the boundary are communicated with each other. As the suction side is at a higher pressure, the reverse flow of the exhaust side concrete to the suction side is reduced. As said reverse flow of concrete cannot be stopped completely, local friction develops to some extent on the inner face of the tube 3 on exhaust side between A and C. As thickness 3' of this part has been increased and the eccentricity of the center of rotation O' of rotor body 4 is H, the compression at thicker part 3' of tube 3 is large and even if local friction develops, roller 7, 7' can close the opening passage of tube 3 completely.

Description

【発明の詳細な説明】 木発8J1uボンピングチューブにローラによる押圧転
動作用と、チューブ自身の復元作用とによってポンプ作
用を与え、チューブ内にコンクリート等の流01体を吸
入し、吸入した流動体を圧送するようにし′たコンクリ
ートポンプに関するものである。
[Detailed Description of the Invention] A pumping action is applied to the Kibatsu 8J1u bombing tube by the pressing and rolling action of rollers and the restoring action of the tube itself, and a flow body such as concrete is sucked into the tube, and the sucked flow is This relates to a concrete pump designed to pump concrete.

一般に、この種のコンクリートポンプにおいて汀、チュ
ーブJ:を押圧転動するローラを境にして吐出側のチュ
ーブ内は高圧状となり、逆に吸入側は低圧状態となる。
Generally, in this type of concrete pump, the inside of the tube on the discharge side is in a high pressure state, with the rollers rolling to press the tube J: as a boundary, and conversely, the suction side is in a low pressure state.

従って、一方のローラによる吐出、作用が完了して、さ
らにローラの前進により、ローラがチューブよりplI
i″L始めると、今まで閉波状となっていたチューブ内
が開口し始め、吐出側と吸入側とは狭い連通路を通って
連通吠となり、このとキ、吐出側のコンクリートなどの
高圧のコンク17− bけ萌シー狭い連通路を浦って急
激に逆流中ることになり、この狭い連通路内面は激1.
〈摩耗されることになる。これにより、チューブの局部
的摩耗に著しくなり、チューブの寿命ヲ短かくさせてい
る。
Therefore, when the discharge and action by one roller is completed, and the roller moves forward, the roller is removed from the tube.
When i''L begins, the inside of the tube, which had been in a closed wave shape until now, begins to open, and the discharge side and suction side become connected through a narrow communication path. Conch 17-b The flow suddenly flows backwards through the narrow communication passage, and the inner surface of this narrow communication passage is extremely 1.
<It will be worn out. This causes significant local wear of the tube, shortening its lifespan.

大発明は上記の問題点を解消するとともに圧送すiする
コンクリートの脈iiI+を極力少なくするコンクリー
トポンプ?提供干るものである。
The great invention is a concrete pump that solves the above problems and minimizes the pulses of concrete being pumped. The offer is dry.

以−ド実流側を図面について説明すると、(1)は垂設
した円筒状のポンプケース、(2)はケース内壁面に沿
着したゴムなどの弾力性のあるパッド、(3)ハ後述す
るボンピングチューブで、両端をポンプケース(1)の
E、下より後方に突出させてポンプケース(1)内のパ
ッド(2;面上′?−18o度に亘って横U字状に沿設
し、このチューブの下端をホッパ(図示せず)に接続し
1、このチューブのL端を移送配管(図示せず)に接続
子る。
To explain the actual flow side with reference to the drawings, (1) is a vertically installed cylindrical pump case, (2) is an elastic pad such as rubber that adheres to the inner wall of the case, and (3) is described later. With the pumping tube that is The lower end of this tube is connected to a hopper (not shown), and the L end of this tube is connected to a transfer pipe (not shown).

(4)Qまロータ一本体で、このロータ一本体14)は
ポンプケースは)の中心0)より少し下刃に偏芯IH)
 して回転自在に架設された回転軸(5)と、回転軸1
5)に中心部を支持したアームf61と、アーム(6)
の自由端に180度の位相差をもって軸支され、1ef
r aZチューブ(41を押圧しつつチューブ(4)上
を転動する一対のローラ(7)(7′)とより構成され
、前記ローラm (irは前号eパッド(21を適宜量
圧縮した状態でしかして、先行ローラ(7)が北弦位置
に来て、後続ローラ(7′)が下弦位置に来たとき、寸
なゎち一対のローラ+7+ tケ+が男3図のB−B線
上に来たとき、各ローラ(7)(ブltチューブ+31
 (r−閉鎖状に押1下しチューブ(3)内に閉込部を
形成し、さらに一対のローラ+7+ +7’+が前記B
−B線Fより9角前後したA−A線上又はc−c練土位
置に移動しても圧縮されていたバンド(2)及びチュー
ブ+31 厚内部1:3’l カ弾性力により復元する
ため、チューブ(3)内に閉込部を形成することになA
0 次に前記したボンピングチューブ(3)について説明す
ると、このボンピングチューブ13)は全長に亘って外
径を一様な径でもって形成するとともに内径を吸入側よ
り吐出側に向って漸次小さく変化させた。いわゆるテー
パ面状としである。
(4) The rotor body 14) is slightly eccentric to the lower blade than the center 0) of the pump case IH)
The rotating shaft (5) is rotatably installed, and the rotating shaft 1
5) Arm f61 with its center supported and arm (6)
The free end of the 1ef
It is composed of a pair of rollers (7) (7') that roll on the tube (4) while pressing the r aZ tube (41), and the roller m (ir is the same as the previous e pad (21) compressed by an appropriate amount). In this state, when the leading roller (7) comes to the north chord position and the following roller (7') comes to the bottom chord position, the pair of rollers +7+ tke+ is at the position B- in Figure 3. When it comes to line B, each roller (7) (BLT tube + 31
(r-Press 1 in a closed state to form a confinement part in the tube (3), and furthermore, a pair of rollers +7+ +7'+
-Band (2) and tube that were compressed even when moved to the A-A line 9 angles from the B-line F or the c-c drilling position +31 Thickness inside 1:3'l Because they are restored by elastic force , A to form a confinement within the tube (3).
0 Next, to explain the above-mentioned pumping tube (3), this pumping tube 13) is formed with a uniform outer diameter over its entire length, and the inner diameter gradually decreases from the suction side to the discharge side. Changed. It has a so-called tapered surface.

尚、(8)はチューブ外面に近接中るチューブ厚肉部(
部内に略一様な径でもって設けたナイロンコード又はス
チールコードなどの補強部を示す。
In addition, (8) is the thick part of the tube near the outer surface of the tube (
A reinforcing section such as a nylon cord or a steel cord is shown with a substantially uniform diameter within the section.

@肥によりチューブ13)の厚肉部(3うにあっては、
吸入側は薄く、吐出側は厚くなり、ローラ+71 +H
によるチューブ厚内部1イ)の圧11ま、前記したロー
タ一本体:4)の回転中心(d)の偏芯(Hlにより吸
入側より吐出側の方を大きく(−である。
@The thick part of the tube 13) (for sea urchins 3)
The suction side is thin, the discharge side is thick, and the roller +71 +H
Due to the eccentricity (Hl) of the center of rotation (d) of the rotor body 4), the pressure on the discharge side is greater (-) than on the suction side.

本Q rllij 以ヒ(7’)構成で、今、回転1[
fl +51 ’e +駆動−するととも−にアーム(
6j?回動させれば、アーム(6)の両端に軸支してい
るローラm (i)trxボンピングチューブ(3)ヲ
押圧干るとともにチューブ(3)上を転動し、これによ
りチューブ13)はポンプ作用をなし、ホッパが接続す
る一端のttm口部よりチューブ(3)に流fl1体を
吸入17、チューブ13)内に吸入した流動体を移送配
管と接続する他端の開口部へ圧送する如くなる。
With this Q rllij ihi (7') configuration, now rotation 1 [
fl +51 'e + drive - and arm (
6j? When it is rotated, the roller m (i) trx bombing tube (3), which is pivotally supported at both ends of the arm (6), is pressed and rolled on the tube (3), thereby causing the tube 13) acts as a pump, and sucks 1 body of fluid into the tube (3) from the ttm opening at one end connected to the hopper (17), and pumps the fluid sucked into the tube 13) to the opening at the other end connected to the transfer piping. It becomes like doing.

ところで、先行ローラ(7)が吸入、吐出完了位置に来
て、後続ローラ(7′)が吸入、吐出開始位置に来たと
き、十なわち、第3図のA−A線上に来たとき、各ロー
ラ+7+ ニア’+と圧縮されたバンド+21とでチュ
ーブ(3)内を閉鎖状に干るとともに前cf2一対のロ
ーラ+71 +7’lにより、チューブ13)内に閉込
部を形成する。
By the way, when the leading roller (7) comes to the suction and discharge completion position and the following roller (7') comes to the suction and discharge start position, that is, when it comes to the line A-A in Fig. 3. , each roller +7+ near'+ and the compressed band +21 close the inside of the tube (3), and the front cf2 pair of rollers +71 +7'l forms a closed part inside the tube 13).

さらに各リーラ+7+ +7’+が萌紀位竹よりi「1
進して。
Furthermore, each Leela +7+ +7'+ is i'1 from Moeki Itake.
Go ahead.

C−C線上まで移動する間においてはIF縮された゛パ
ッド12jとローラf7) (7+によりチューブ(3
)内に流動体の閉込部を形成しなから仙准干るとともに
後続ローラ(7)は萌裂閉込部の容積を縮小させる方向
に移動し、先行ローラ(7)はirJ記閉込部の容積を
拡大させる方向に移動することになり、さら1(後続ロ
ーラ(7)による閉込部の縮小容積が先行ローラ(7)
による閉込部の拡犬容債よりけるかに大きいために萌紀
閉込部の容積は結果的に縮小され、閉込部内を増圧させ
ることになる。
While moving to the C-C line, the IF compressed pad 12j and roller f7) (7+ causes the tube (3
), the following roller (7) moves in the direction of reducing the volume of the rupture confinement part, and the leading roller (7) moves in the direction of reducing the volume of the rupture confinement part. In addition, the volume of the enclosing part by the following roller (7) is reduced by the preceding roller (7).
Since the expansion of the confinement part is much larger than the expansion capacity of the confinement part, the volume of the confinement part is reduced as a result, and the pressure inside the confinement part is increased.

さらに前−、e CCHh 、J: ’) 各0 7 
f7i ’、7’l カ1ull 進し、先行ローラ(
7)がチューブ13)より離れ始めチューブ(3)内が
開口し始めると、先行ローラ(7)を境にする吐出側と
吸入側(閉込部)2が連通ずることになるが、吸入(l
llI(閉込部)が1r目−作用ICより高圧化されて
いるため、吐出側・カコンク11−トが吸入側に逆流す
る@1・1少なくなるー尚、前記したようにIWI込部
を高圧化するととりこよってコンクリートの逆流を少な
くすることができるが、完全にコンクリートの逆流を止
めることができないため、吐出側のAからctでのチュ
ーブ(31内面の局部的摩耗にいくぶん発生することに
なる。しかし、この部分のチューブ厚内部(ゴ)妊°厚
く、さら((ローター大体(4)の回転中心(d)が偏
芯II) L、ていることにより、吐出側のチューブ厚
肉部面の圧縮量は大きいため、前21〜友部分に局部摩
耗が生じても、ローラ+71 +7’lによりチューブ
(3)開口通路の閉止は確実に行なわi上ることになる
Further before -, e CCHh, J:') each 0 7
f7i', 7'l Advance the leading roller (
7) begins to separate from the tube 13) and the inside of the tube (3) begins to open, the discharge side bordering the leading roller (7) and the suction side (contained part) 2 will communicate with each other, but the suction ( l
Since the IWI (containment part) is at a higher pressure than the 1r-acting IC, the discharge side/cabinet flows back to the suction side @1.1 less. Although it is possible to reduce concrete backflow by increasing the pressure, it is not possible to completely stop concrete backflow. However, since the tube thickness in this part is thicker inside, and the center of rotation (d) of the rotor (4) is eccentric, the thicker part of the tube on the discharge side. Since the amount of compression of the surface is large, even if local wear occurs in the front 21 to end portions, the opening passage of the tube (3) will be reliably closed by the rollers +71 to +7'l.

尚、ローラt71 +7’lが人位置よりC位置まで移
動するときに、閉込部を保持させる手段と(7て圧縮し
たバンド(2)を復元させることにより行っているが、
パッド(21が無い場合1’1−ti王縮したチューブ
厚肉部を復元させることにより保持子るようにしてもよ
い。
In addition, when the roller t71+7'l moves from the person position to the C position, this is done by means of holding the closing part and restoring the compressed band (2) with (7).
If there is no pad (21), the retainer may be used by restoring the thick walled part of the compressed tube.

大発明は以上の如く、外径を一様な大きさ径で形成する
とともにその内径を吸入側より吐出側に向けて漸次小さ
くさせたボンピングチューブを形成したことにより、−
吋のローラによるチューブ内の閉込部はローラの移動と
ともに高圧化さ贋1、これによりチューブラ・1へのコ
ンク11−トの逆流が少なくなり、チューブの局部的摩
耗が少なくなる。
As described above, the great invention is that by forming a pumping tube whose outer diameter is uniform and whose inner diameter is gradually decreased from the suction side to the discharge side, -
The confinement in the tube by the second roller is increased in pressure as the roller moves, which reduces the backflow of concrete 11 into the tubular tube 1 and reduces local wear of the tube.

さらにチューブの厚内を吸入側より吐出側の方を厚くし
たため、吐出側のチューブ厚内部の圧縮量を大きくでき
、吐出側のチューブに局部摩耗が生Uてもローラによる
チュー7圧縮は確実に行うことができる。
Furthermore, since the inside thickness of the tube is made thicker on the discharge side than on the suction side, the amount of compression inside the tube thickness on the discharge side can be increased, and even if local wear occurs on the tube on the discharge side, the tube 7 can be reliably compressed by the rollers. It can be carried out.

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

第1図はi:発明のコンクリートポンプを示す縦断面図
、第2図+dポツピングチューブの断面図第3図は大発
明の作用を示す簡略図である。 (1)はポンプケース、(3)はボンビングチ2−ブ、
(4)に、p−タ一本体、(7)はローラ。 出願人  極東開発工業株式会社 第1図 第 2 図 第 3 図 3′ A B C3 8、ぐへ゛ 7′
FIG. 1 is a longitudinal cross-sectional view showing i: the concrete pump of the invention, and FIG. 2 is a cross-sectional view of the popping tube. FIG. 3 is a simplified diagram showing the operation of the great invention. (1) is the pump case, (3) is the bombing chive 2-,
(4) is the main body of the printer, and (7) is the roller. Applicant: Kyokuto Kaihatsu Kogyo Co., Ltd. Figure 1 Figure 2 Figure 3 Figure 3' A B C3 8, Guhe 7'

Claims (1)

【特許請求の範囲】[Claims] 円筒状ポンプケース内壁に沿って設けたポンピングチュ
ーブにローク一本体のローラによる押庄作用とチューブ
自身の復元作用とによってポンプ作用を与えてボンピン
グチューブ内にコンクリートを吸入干るとともに吸入し
たコンク11−トヲ圧送するようにしたコンクリートポ
ンプにおいて、前記ボンピングチューブは外径を一様な
径でもって形成中るとともに内径を吸入側より吐出側に
向って漸次小さく変化させ、さらにIfi Beロτク
ー末体の回転中心を前記ポンプケースの中心より適宜量
偏芯させて1[1紀ボンピングチユーブの厚内部の前記
ローラによる圧縮量を吸入側より吐出側の方を大きくし
てなるコンクリートポンプ。
The pumping tube installed along the inner wall of the cylindrical pump case is given a pumping action by the pushing action of the roller of the rake body and the restoring action of the tube itself, and the concrete is drawn into the pumping tube as it dries and is sucked in. Concrete 11 - In a concrete pump configured to pump concrete, the pumping tube has an outer diameter that is uniform, and an inner diameter that gradually decreases from the suction side to the discharge side. The center of rotation of the end body is offset by an appropriate amount from the center of the pump case, so that the amount of compression by the roller inside the thickness of the first pumping tube is larger on the discharge side than on the suction side.
JP11236082A 1982-06-28 1982-06-28 Concrete pump Pending JPS593189A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11236082A JPS593189A (en) 1982-06-28 1982-06-28 Concrete pump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11236082A JPS593189A (en) 1982-06-28 1982-06-28 Concrete pump

Publications (1)

Publication Number Publication Date
JPS593189A true JPS593189A (en) 1984-01-09

Family

ID=14584737

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11236082A Pending JPS593189A (en) 1982-06-28 1982-06-28 Concrete pump

Country Status (1)

Country Link
JP (1) JPS593189A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007205176A (en) * 2006-01-31 2007-08-16 Seiko Epson Corp Tube pump and liquid jetting device
JP2007239516A (en) * 2006-03-07 2007-09-20 Toyo Tire & Rubber Co Ltd Pumping tube

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007205176A (en) * 2006-01-31 2007-08-16 Seiko Epson Corp Tube pump and liquid jetting device
JP2007239516A (en) * 2006-03-07 2007-09-20 Toyo Tire & Rubber Co Ltd Pumping tube

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