JPH0121276Y2 - - Google Patents

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Publication number
JPH0121276Y2
JPH0121276Y2 JP7796284U JP7796284U JPH0121276Y2 JP H0121276 Y2 JPH0121276 Y2 JP H0121276Y2 JP 7796284 U JP7796284 U JP 7796284U JP 7796284 U JP7796284 U JP 7796284U JP H0121276 Y2 JPH0121276 Y2 JP H0121276Y2
Authority
JP
Japan
Prior art keywords
friction material
earth
sand
pipe
reservoir chamber
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.)
Expired
Application number
JP7796284U
Other languages
Japanese (ja)
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JPS60190851U (en
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
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Priority to JP7796284U priority Critical patent/JPS60190851U/en
Publication of JPS60190851U publication Critical patent/JPS60190851U/en
Application granted granted Critical
Publication of JPH0121276Y2 publication Critical patent/JPH0121276Y2/ja
Granted legal-status Critical Current

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  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Description

【考案の詳細な説明】 〔考案の目的〕 「産業上の利用分野」 本考案は、土砂圧送パイプ、詳しくはトンネル
工事等において、掘削した土砂を発進立坑や地上
に排出する場合、土砂をパイプ本体内に通して圧
送する土砂圧送パイプに関するものである。
[Detailed explanation of the invention] [Purpose of the invention] "Industrial application field" This invention is a method of using earth and sand pumping pipes, and more specifically, when excavated earth and sand is discharged to a starting shaft or above ground in tunnel construction, etc. This relates to an earth and sand pumping pipe that is passed through the main body to be pumped.

「従来の技術」 トンネル工事等において、土砂を長距離(例え
ば200m以上)パイプ圧送するためには、土砂に
減摩材(水、または組粒分(粘土分)の入つた泥
水等を言う。)を供給して土砂を柔らくする必要
がある。すると、土砂のパイプ圧送時の圧力損失
が減少し、少ない圧送力で長距離土砂を圧送する
ことが可能となる。ところが、その反面土砂を柔
らくすると、土砂をそのまま廃棄することができ
なくなり、土砂を後処理する必要があり、多大の
費用がかかる。このために、できる限り固い性状
のまま土砂をパイプ圧送することが望ましい。
``Prior art'' In tunnel construction, etc., in order to pump earth and sand over long distances (for example, over 200 m), the earth and sand must be pumped with an anti-friction material (water, or muddy water containing agglomerated particles (clay)). ) to soften the soil. This reduces pressure loss during pumping of earth and sand through pipes, making it possible to pump earth and sand over long distances with less pumping force. However, on the other hand, if the earth and sand are softened, it becomes impossible to dispose of the earth and sand as is, and the earth and sand must be post-processed, which incurs a large amount of cost. For this reason, it is desirable to pump the earth and sand through pipes while keeping it as hard as possible.

ここで、土砂の圧送パイプ内の流動状態につい
て第2図を参照して説明する。
Here, the flow state of the earth and sand in the pressure feeding pipe will be explained with reference to FIG. 2.

土砂1はパイプ本体5,5……内全断面に亘つ
て速度が一様な栓流状態で流動している。従つ
て、パイプ本体5,5……内の土砂1はパイプ本
体5,5……内の壁面で滑つて円筒状の状態で圧
送されている。そこで、パイプ本体5,5……の
内壁面と土砂1の表面との間に減摩材を供給して
パイプ本体5,5……と土砂1との間の摩擦を減
少させれば、土砂1の長距離圧送が可能となる。
この結果、パイプ本体5,5……内の土砂1の全
てを柔らくするのと違つて土砂1のパイプ本体
5,5の内壁面と接触している部分のみを柔らく
することになるため、土砂1の柔らい部分は少量
で済み、土砂1の後処理を行わずに済むことにな
る。このような減摩材供給機能を備えた土砂圧送
パイプを100mまたは200mおきに装備すれば良
く、またこの土砂圧送パイプを装備する間隔は圧
送する土砂1の性状により決定すれば良い。
The earth and sand 1 is flowing in a plug flow state with a uniform velocity over the entire cross section of the pipe bodies 5, 5.... Therefore, the earth and sand 1 inside the pipe bodies 5, 5... slides on the wall surfaces inside the pipe bodies 5, 5... and is pumped in a cylindrical state. Therefore, if an anti-friction material is supplied between the inner wall surface of the pipe bodies 5, 5... and the surface of the earth and sand 1 to reduce the friction between the pipe bodies 5, 5... and the earth and sand 1, the earth and sand 1 long-distance pressure feeding becomes possible.
As a result, unlike softening all of the earth and sand 1 inside the pipe bodies 5, 5..., only the portion of the earth and sand 1 that is in contact with the inner wall surface of the pipe bodies 5, 5 is softened. , a small amount of the soft part of the earth and sand 1 is required, and there is no need to perform post-treatment of the earth and sand 1. It is sufficient to install earth and sand pumping pipes having such an anti-friction material supplying function every 100 m or 200 m, and the intervals at which these earth and sand pumping pipes are installed may be determined depending on the properties of the earth and sand 1 to be pumped.

なお、上述の場合において、減摩材は、少量で
しかもパイプ本体5,5……の内壁面と土砂1の
表面との間に均一に供給することが最も望まし
い。
In the above case, it is most desirable that the anti-friction material be supplied in a small amount and evenly between the inner wall surfaces of the pipe bodies 5, 5, . . . and the surface of the earth and sand 1.

次に、従来の土砂圧送パイプを第2図を参照し
て説明する。
Next, a conventional earth and sand pumping pipe will be explained with reference to FIG.

従来の土砂圧送パイプは、パイプ本体5の両端
にオスフランジ部50と、メスフランジ部51と
をそれぞれ固定する。このあるパイプ本体5のメ
スフランジ部51に他のパイプ本体5のオスフラ
ンジ部を嵌合し、そのオスフランジ部50とメス
フランジ部51とをボルト52により締結してパ
イプ本体5とパイプ本体5とを連結する。以下、
同様にして所定数のパイプ本体5,5……を連結
する。この所定数連結したパイプ本体5,5……
中所定位置に減摩材供給手段を装備する。すなわ
ち、減摩材供給手段を装備する箇所のパイプ本体
5,5のオスフランジ部50およびメスフランジ
部51の内壁面に環状の減摩材供給用の溝3を設
け、土砂1の流れ方向に対して上流側、すなわち
パイプ本体5のメスフランジ部51に減摩材供給
口2を供給用溝31に連通させて設ける。
A conventional earth and sand pumping pipe has a male flange portion 50 and a female flange portion 51 fixed to both ends of the pipe body 5, respectively. The male flange portion of another pipe body 5 is fitted into the female flange portion 51 of this certain pipe body 5, and the male flange portion 50 and the female flange portion 51 are fastened with bolts 52, and the pipe body 5 and the pipe body 5 are Connect with. below,
Similarly, a predetermined number of pipe bodies 5, 5, . . . are connected. This predetermined number of connected pipe bodies 5, 5...
An anti-friction material supply means is provided at a predetermined position inside. That is, an annular anti-friction material supply groove 3 is provided on the inner wall surface of the male flange portion 50 and female flange portion 51 of the pipe bodies 5, 5 at the location where the anti-friction material supply means is installed, and On the other hand, the anti-friction material supply port 2 is provided on the upstream side, that is, on the female flange portion 51 of the pipe body 5, so as to communicate with the supply groove 31.

次に、この従来の土砂圧送パイプの作用につい
て説明する。まず、減摩材供給装置(図示せず)
に接続した減摩材供給ホース4を供給口2に接続
する。次に、供給装置を駆動させる。すると、減
摩材(図面中点々にて表示する。)6は、供給ホ
ース4、供給口2、供給用溝3を経てパイプ本体
5,5……の内壁面と土砂1の表面との間に供給
され、土砂1のパイプ本体5,5……の内壁面と
接触している部分のみが柔らくされ、パイプ本体
5,5……の内壁面と土砂1の表面との間の摩擦
が軽減される。この結果、土砂1は少ない圧送力
で長距離圧送され、しかも土砂1の後処理を行う
必要がない。
Next, the function of this conventional earth and sand pumping pipe will be explained. First, an anti-friction material supply device (not shown)
The anti-friction material supply hose 4 connected to the supply port 2 is connected to the supply port 2. Next, the supply device is driven. Then, the anti-friction material (indicated by dots in the drawing) 6 passes through the supply hose 4, the supply port 2, and the supply groove 3 between the inner wall surface of the pipe bodies 5, 5... and the surface of the earth and sand 1. , only the parts of the earth and sand 1 that are in contact with the inner wall surfaces of the pipe bodies 5, 5... are softened, and the friction between the inner wall surfaces of the pipe bodies 5, 5... and the surface of the earth and sand 1 is reduced. Reduced. As a result, the earth and sand 1 can be pumped over a long distance with a small pumping force, and there is no need to perform post-treatment of the earth and sand 1.

「考案が解決しようとする問題点」 しかしながら、上述の従来の土砂圧送パイプ
は、下記の問題点がある。
"Problems to be Solved by the Invention" However, the above-mentioned conventional earth and sand pumping pipe has the following problems.

(1) 土砂の侵入を防ぐ手段を何等設けていないの
で、土砂1が供給用溝3を介して供給口2に入
り込み、供給口2が詰まつて減摩材6の供給が
困難となる。
(1) Since no means is provided to prevent the intrusion of earth and sand, the earth and sand 1 enters the supply port 2 through the supply groove 3, clogging the supply port 2 and making it difficult to supply the anti-friction material 6.

(2) また、土砂1が供給用溝3に入り込み、供給
用溝3が所々詰まり、減摩材6をパイプ本体
5,5……の内壁面の全周に亘つて均一に供給
することができない。
(2) Also, the earth and sand 1 enters the supply groove 3, clogging the supply groove 3 in places, making it impossible to uniformly supply the anti-friction material 6 to the entire circumference of the inner wall surface of the pipe bodies 5, 5... Can not.

(3) さらに、供給用溝3に供給口2をただ単に連
通させて設けたものであるから、供給口2付近
の供給用溝3からの減摩材6の供給圧力は高
く、その反面供給口2から離れるに従つて供給
用溝3からの減摩材6の供給圧力は低くなり、
減摩材6をパイプ本体の内壁面の全周に亘つて
均一に供給することができない。このために、
減摩材6を多量に供給する必要があり、土砂1
の性状を変えてしまい後処理が必要となる場合
がある。
(3) Furthermore, since the supply port 2 is simply provided in communication with the supply groove 3, the supply pressure of the anti-friction material 6 from the supply groove 3 near the supply port 2 is high; The supply pressure of the anti-friction material 6 from the supply groove 3 decreases as the distance from the mouth 2 increases.
The anti-friction material 6 cannot be uniformly supplied over the entire circumference of the inner wall surface of the pipe body. For this,
It is necessary to supply a large amount of anti-friction material 6, and soil 1
may change the properties of the material and require post-processing.

本考案の目的は、上述の諸問題点を解決しよう
とするところにある。
The purpose of the present invention is to solve the above-mentioned problems.

〔発明の構成〕[Structure of the invention]

「問題点を解決するための手段」 本考案は、パイプ本体に環状の減摩材溜用室を
設け、そのパイプ本体の内壁面に環状の減摩材噴
出口を減摩材溜用室とパイプ本体とを連通させて
設け、前記パイプ本体に減摩材供給口を減摩材溜
用室と連通させて設け、減摩材溜用室内の減摩材
供給口と減摩材噴出口との間に環状の弁部材を介
装し、その弁部材は減摩材溜用室内の減摩材供給
口側の圧力がパイプ本体内の圧力より小さいと閉
じ、大きいと開くように構成したことを特徴とす
る。
``Means for Solving the Problems'' This invention provides an annular anti-friction material reservoir chamber in the pipe body, and an annular anti-friction material spout on the inner wall surface of the pipe body as the anti-friction material reservoir chamber. an anti-friction material supply port is provided in the pipe main body in communication with the anti-friction material reservoir chamber, and the anti-friction material supply port and the anti-friction material spout in the anti-friction material reservoir chamber are provided in communication with the pipe body; An annular valve member is interposed between the two pipes, and the valve member is configured to close when the pressure on the anti-friction material supply port side in the anti-friction material storage chamber is lower than the pressure inside the pipe body, and to open when the pressure is higher than the pressure inside the pipe body. It is characterized by

「作用」 本考案は、減摩材溜用室内の減摩材供給口側の
圧力がパイプ本体内の圧力より小さいと、弁部材
が閉じ、土砂が減摩材溜用室や減摩材供給口に入
り込むのを防ぐ。また、減摩材溜用室内の減摩材
供給口側の圧力がパイプ本体内の圧力より大きい
と、弁部材が開き、減摩材が減摩材噴出口からパ
イプ本体の内壁面と土砂の表面との間に全周に亘
つて均一に供給される。
"Function" This invention works when the pressure on the anti-friction material supply port side in the anti-friction material reservoir chamber is lower than the pressure inside the pipe body, the valve member closes, and the earth and sand enter the anti-friction material reservoir chamber and the anti-friction material supply port. Prevent it from getting into your mouth. Additionally, when the pressure on the anti-friction material supply port side in the anti-friction material storage chamber is greater than the pressure inside the pipe body, the valve member opens and the anti-friction material flows from the anti-friction material spout to the inner wall surface of the pipe body and the earth and sand. It is evenly supplied all around the surface.

「実施例」 以下、本考案に係る土砂圧送パイプの一実施例
を第1図を参照して説明する。
"Embodiment" Hereinafter, an embodiment of the earth and sand pumping pipe according to the present invention will be described with reference to FIG. 1.

第1図は本考案の土砂圧送パイプの一実施例を
示した断面図である。図中、第2図と同符号は同
一のものを示す。
FIG. 1 is a sectional view showing an embodiment of the earth and sand pumping pipe of the present invention. In the figure, the same reference numerals as in FIG. 2 indicate the same parts.

しかして、この実施例における本考案の土砂圧
送パイプは、パイプ本体5,5に環状の減摩材溜
用室7を設ける。この減摩材溜用室7は、オスフ
ランジ部50の凸部53と、メスフランジ部51
の凹部54と、メスフランジ部51の鍔部55と
により囲まれて形成されたものである。パイプ本
体5,5の内壁面に環状の減摩材噴出口9を、パ
イプ本体5,5……内と減摩材溜用室7とを連通
させて設ける。この減摩材噴出口9は、オスフラ
ンジ部50の内壁面と、メスフランジ部51の鍔
部55の端面との間に、土砂1の流れ方向に対し
て下流に向けて設けたものである。メスフランジ
部51に減摩材供給口2を設ける。減摩材溜用室
7内の減摩材供給口2と減摩材噴出口9との間に
環状の弁部材8を介装する。この弁部材8は、パ
イプ本体5,5……の軸方向に延設された空間、
すなわちオスフランジ部50の凸部53とメスフ
ランジ部51の鍔部55との間に介装され、オス
フランジ部50の凸部53に固定した固定部80
と、この固定部80とに土砂1が入り込むのを防
ぐ方向に向けられて一体に設けられ、メスフラン
ジ部51の鍔部55に当接したり離れたりするリ
ツプ部81とからなる。この弁部材8は、減摩材
溜用室7内の減摩材供給口2側の圧力がパイプ本
体5,5……内の圧力より小さいと、リツプ部8
1が鍔部55に当接して閉じる。また、減摩材溜
用室7内の減摩材供給口2側の圧力がパイプ本体
5,5……内の圧力より大、すなわちパイプ本体
5,5……内の圧力と、パイプ本体5,5……内
の圧力が0Kg/cm2の場合においてリツプ部81を
押し開くのに必要な圧力との和より大となると、
リツプ部81が鍔部55から離れて開くように構
成されている。
Therefore, in this embodiment of the earth and sand pumping pipe of the present invention, an annular anti-friction material reservoir chamber 7 is provided in the pipe bodies 5, 5. This anti-friction material reservoir chamber 7 is formed between a convex portion 53 of the male flange portion 50 and a female flange portion 51.
It is surrounded by a recess 54 and a flange 55 of the female flange 51. An annular anti-friction material spout 9 is provided on the inner wall surface of the pipe bodies 5, 5 so that the interior of the pipe bodies 5, 5... communicates with the anti-friction material reservoir chamber 7. The anti-friction material spout 9 is provided between the inner wall surface of the male flange section 50 and the end surface of the flange section 55 of the female flange section 51, facing downstream with respect to the flow direction of the earth and sand 1. . An anti-friction material supply port 2 is provided in the female flange portion 51. An annular valve member 8 is interposed between the anti-friction material supply port 2 and the anti-friction material spouting port 9 in the anti-friction material storage chamber 7. This valve member 8 includes a space extending in the axial direction of the pipe bodies 5, 5...
That is, the fixing part 80 is interposed between the convex part 53 of the male flange part 50 and the collar part 55 of the female flange part 51 and is fixed to the convex part 53 of the male flange part 50.
and a lip part 81 which is integrally provided in a direction to prevent dirt 1 from entering the fixing part 80 and comes into contact with and separates from the collar part 55 of the female flange part 51. When the pressure on the anti-friction material supply port 2 side in the anti-friction material reservoir chamber 7 is lower than the pressure inside the pipe bodies 5, 5..., the valve member 8 opens the lip portion 8.
1 comes into contact with the flange 55 and closes. In addition, the pressure on the antifriction material supply port 2 side in the antifriction material reservoir chamber 7 is higher than the pressure inside the pipe bodies 5, 5..., that is, the pressure inside the pipe bodies 5, 5... , 5... is greater than the sum of the pressure required to push open the lip portion 81 when the pressure is 0 kg/cm 2 .
The lip portion 81 is configured to open away from the collar portion 55.

なお、パイプ本体5,5……、オスフランジ部
50、メスフランジ部51の内径は同一である。
Note that the inner diameters of the pipe bodies 5, 5, . . . , the male flange portion 50, and the female flange portion 51 are the same.

この実施例における本考案の土砂圧送パイプ
は、以上の如き構成よりなるから、パイプ本体
5,5……内の圧力が減摩材溜用室7内の減摩材
供給口2側の圧力より小さいと、弁部材8のリツ
プ部81が閉じ、パイプ本体5,5……内の土砂
1が弁部材8から減摩材溜用室7内に入り込むの
を防ぐことができる。しかも、弁部材8のリツプ
部81は、土砂1の入り込むのを防ぐ方向に向け
られて設けたものなので、パイプ本体5,5……
内の圧力が高くなればなる程、リツプ部81は鍔
部55に強く押し付けられてシール性が高まる。
従つて、土砂1が減摩材溜用室7や減摩材供給口
2に入り込み、減摩材溜用室7や減摩材供給口2
が詰まつて減摩材6の供給が困難となる虞れがな
い。また、減摩材供給口2が所々詰まつて減摩材
6をパイプ本体5,5……の内壁面の全周に亘つ
て均一に供給することができないと言つた虞れは
ない。
Since the earth and sand pumping pipe of the present invention in this embodiment has the above-described configuration, the pressure inside the pipe bodies 5, 5... is lower than the pressure on the anti-friction material supply port 2 side in the anti-friction material reservoir chamber 7. If the lip portion 81 of the valve member 8 is small, the lip portion 81 of the valve member 8 is closed, and it is possible to prevent the dirt 1 inside the pipe bodies 5, 5, . Moreover, since the lip portion 81 of the valve member 8 is oriented in a direction to prevent dirt 1 from entering, the pipe bodies 5, 5...
The higher the internal pressure, the more strongly the lip portion 81 is pressed against the flange portion 55 and the sealing performance is enhanced.
Therefore, the earth and sand 1 enters the anti-friction material reservoir chamber 7 and the anti-friction material supply port 2, and enters the anti-friction material reservoir chamber 7 and the anti-friction material supply port 2.
There is no risk that the friction reducing material 6 will be difficult to supply due to clogging. Furthermore, there is no possibility that the anti-friction material supply port 2 may become clogged in some places and the anti-friction material 6 cannot be uniformly supplied over the entire circumference of the inner wall surfaces of the pipe bodies 5, 5....

そして、減摩材6が減摩材溜用室7内に供給さ
れ、減摩材溜用室7内の圧力がパイプ本体5,5
……内の圧力より大きくなると、弁部材8のリツ
プ部81が開き、減摩材溜用室7内の減摩材6が
減摩材噴出口9からパイプ本体5,5……の内壁
面と土砂1の表面との間に供給される。すると、
土砂1のパイプ本体5,5……の内壁面と接触し
ている部分のみが柔らくされ、パイプ本体5,5
……の内壁面と土砂1の表面との間の摩擦が軽減
される。この結果、土砂1は少ない圧送力で長距
離圧送され、しかも土砂1の後処理を行う必要が
ない。このとき、環状の減摩材溜用室7と環状の
減摩材噴出口9との間に環状の弁部材8を介装し
たので、環状の減摩材溜用室7内の減摩材6の圧
力を均一に保つことができる。従つて、環状の弁
部材8のリツプ81が開くと、減摩材6は均一の
供給圧力で減摩材噴出口9からパイプ本体5,5
……の内壁面の全周に亘つて均一に供給される。
この結果、減摩材6の供給量を少なくすることが
でき、土砂1の後処理が完全に不要となる。
Then, the anti-friction material 6 is supplied into the anti-friction material reservoir chamber 7, and the pressure within the anti-friction material reservoir chamber 7 is increased to the pipe bodies 5, 5.
..., the lip portion 81 of the valve member 8 opens, and the anti-friction material 6 in the anti-friction material reservoir chamber 7 flows from the anti-friction material spout 9 to the inner wall surface of the pipe bodies 5, 5... and the surface of the soil 1. Then,
Only the parts of the earth and sand 1 that are in contact with the inner wall surfaces of the pipe bodies 5, 5... are softened, and the pipe bodies 5, 5 are softened.
The friction between the inner wall surface of ... and the surface of the earth and sand 1 is reduced. As a result, the earth and sand 1 can be pumped over a long distance with a small pumping force, and there is no need to perform post-treatment of the earth and sand 1. At this time, since the annular valve member 8 was interposed between the annular anti-friction material reservoir chamber 7 and the annular anti-friction material spout 9, the anti-friction material in the annular anti-friction material reservoir chamber 7 6 pressure can be kept uniform. Therefore, when the lip 81 of the annular valve member 8 opens, the anti-friction material 6 flows from the anti-friction material spout 9 to the pipe bodies 5, 5 with uniform supply pressure.
It is uniformly supplied over the entire circumference of the inner wall surface of...
As a result, the amount of anti-friction material 6 supplied can be reduced, and post-treatment of earth and sand 1 is completely unnecessary.

なお、この実施例において、減摩材噴出口9が
土砂1の流れに対して下流方向に向いているの
で、減摩材噴出口9に土砂1が入り込んだりする
虞れがない。しかも、栓流状態の土砂1を荒すこ
となくパイプ本体5,5……の内壁面と土砂1の
表面との間に減摩材6を供給することができ、従
つて少量の減摩材6の供給で済む。
In this embodiment, since the anti-friction material spout 9 is oriented downstream with respect to the flow of the earth and sand 1, there is no possibility that the dirt 1 will enter the anti-friction material spout 9. Furthermore, the anti-friction material 6 can be supplied between the inner wall surfaces of the pipe bodies 5, 5... and the surface of the earth and sand 1 without roughening the earth and sand 1 in a plug flow state, and therefore a small amount of the anti-friction material 6 can be supplied between the inner wall surfaces of the pipe bodies 5, 5... The supply is sufficient.

〔考案の効果〕[Effect of idea]

以上の実施例からも明らかなように、本考案の
土砂圧送パイプは下記の効果を達成することがで
きる。
As is clear from the above examples, the earth and sand pumping pipe of the present invention can achieve the following effects.

(1) 環状の減摩材溜用室と環状の減摩材噴出口と
の間に環状の弁部材を介装したので、土砂が減
摩材溜用室や減摩材供給口に入り込むのを防ぐ
ことができる。従つて、減摩材の供給が困難と
なるような虞れはない。
(1) An annular valve member is interposed between the annular anti-friction material reservoir chamber and the annular anti-friction material spout, so that earth and sand are prevented from entering the anti-friction material reservoir chamber and the anti-friction material supply port. can be prevented. Therefore, there is no risk of difficulty in supplying the anti-friction material.

(2) 弁部材の作用により減摩材をパイプ本体の内
壁面全周に亘つて均一に供給することができ
る。従つて、少量の減摩材の供給で済み、土砂
の後処理が不要となる。
(2) The anti-friction material can be uniformly supplied all around the inner wall surface of the pipe body by the action of the valve member. Therefore, only a small amount of anti-friction material needs to be supplied, and post-treatment of the earth and sand is not required.

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

第1図は本考案に係る土砂圧送パイプの一実施
例を示した断面図である。第2図は従来の土砂圧
送パイプを示した断面図である。 1……土砂、2……減摩材供給口、5……パイ
プ本体、6……減摩材、7……減摩材溜用室、8
……弁部材、81……リツプ部、9……減摩材噴
出口。
FIG. 1 is a sectional view showing an embodiment of the earth and sand pumping pipe according to the present invention. FIG. 2 is a sectional view showing a conventional earth and sand pumping pipe. 1... Earth and sand, 2... Anti-friction material supply port, 5... Pipe body, 6... Anti-friction material, 7... Anti-friction material reservoir chamber, 8
... Valve member, 81 ... Lip portion, 9 ... Anti-friction material spout.

Claims (1)

【実用新案登録請求の範囲】 1 パイプ本体に環状の減摩材溜用室を設け、そ
のパイプ本体の内壁面に環状の減摩材噴出口を
減摩材溜用室とパイプ本体とを連通させて設
け、前記パイプ本体に減摩材供給口を減摩材溜
用室と連通させて設け、減摩材溜用室内の減摩
材供給口と減摩材噴出口との間に環状の弁部材
を介装し、その弁部材は減摩材溜用室内の減摩
材供給口側の圧力がパイプ本体内の圧力より小
さいと閉じ、大きいと開くように構成したこと
を特徴とする土砂圧送パイプ。 2 減摩材噴出口はパイプ本体内の土砂の流れの
下流方向に向けたことを特徴とする実用新案登
録請求の範囲第1項記載の土砂圧送パイプ。
[Scope of Claim for Utility Model Registration] 1. An annular anti-friction material reservoir chamber is provided in the pipe body, and an annular anti-friction material spout is provided on the inner wall surface of the pipe body to communicate the anti-friction material reservoir chamber and the pipe body. an annular pipe is provided between the anti-friction material supply port in the anti-friction material reservoir chamber and the anti-friction material spout port in the anti-friction material reservoir chamber; Sediment comprising a valve member, and the valve member is configured to close when the pressure on the anti-friction material supply port side in the anti-friction material reservoir chamber is smaller than the pressure inside the pipe body, and to open when the pressure is larger than the pressure inside the pipe body. pressure pipe. 2. The earth and sand pumping pipe according to claim 1, wherein the anti-friction material spout is oriented in the downstream direction of the flow of earth and sand within the pipe body.
JP7796284U 1984-05-29 1984-05-29 Earth and sand pumping pipe Granted JPS60190851U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7796284U JPS60190851U (en) 1984-05-29 1984-05-29 Earth and sand pumping pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7796284U JPS60190851U (en) 1984-05-29 1984-05-29 Earth and sand pumping pipe

Publications (2)

Publication Number Publication Date
JPS60190851U JPS60190851U (en) 1985-12-18
JPH0121276Y2 true JPH0121276Y2 (en) 1989-06-26

Family

ID=30621507

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7796284U Granted JPS60190851U (en) 1984-05-29 1984-05-29 Earth and sand pumping pipe

Country Status (1)

Country Link
JP (1) JPS60190851U (en)

Also Published As

Publication number Publication date
JPS60190851U (en) 1985-12-18

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