JPH0137032Y2 - - Google Patents
Info
- Publication number
- JPH0137032Y2 JPH0137032Y2 JP17506284U JP17506284U JPH0137032Y2 JP H0137032 Y2 JPH0137032 Y2 JP H0137032Y2 JP 17506284 U JP17506284 U JP 17506284U JP 17506284 U JP17506284 U JP 17506284U JP H0137032 Y2 JPH0137032 Y2 JP H0137032Y2
- Authority
- JP
- Japan
- Prior art keywords
- pressure
- slurry
- pump
- low differential
- switching valve
- 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
Links
- 239000002002 slurry Substances 0.000 claims description 32
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 239000011435 rock Substances 0.000 claims description 7
- 238000009412 basement excavation Methods 0.000 claims description 2
- 239000011362 coarse particle Substances 0.000 description 10
- 239000002245 particle Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Landscapes
- Control Of Non-Positive-Displacement Pumps (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
【考案の詳細な説明】
産業上の利用分野
本考案は、高圧の水ジエツトを用いて坑道を掘
進する際に使用するスラリーポンプシステムに関
する。[Detailed Description of the Invention] Industrial Application Field The present invention relates to a slurry pump system used when excavating a mine shaft using a high-pressure water jet.
従来の技術
坑道の掘削等に高圧の水ジエツトを用いたジエ
ツト砕岩工法が採用されることがある。このよう
な用途に使用されるポンプシステムでは、環境汚
染を防止するために水を循環して使用するループ
と泥水用の高圧スラリーポンプとが必要となる。BACKGROUND ART A jet rock crushing method using a high-pressure water jet is sometimes used for tunnel excavation, etc. Pump systems used in such applications require a loop for circulating water and a high-pressure slurry pump for muddy water to prevent environmental pollution.
考案が解決しようとする問題点
前述のようなポンプシステムで使用する高圧ス
ラリーポンプでは、内部部品のスラリー摩耗をい
かにして軽減するかが重要となる。特にスラリー
の砂粒子径はポンプ羽根車や軸シール部の摩耗に
大きな影響を与える。Wongによればの影響は次
式のように表わされている。Problems to be solved by the invention In high-pressure slurry pumps used in pump systems such as those described above, it is important to reduce slurry wear on internal parts. In particular, the sand particle size of the slurry has a large effect on the wear of the pump impeller and shaft seal. According to Wong, the influence is expressed as follows.
スラリーによる摩耗速度
e(t)=κ・d3・υ1〜3
d:粒径
υ:衝突速度
κ:定数
このため高速回転の高圧スラリーポンプにはな
るべく粒径の小さなスラリーを送る必要がある
が、これには通常大きな沈砂池が入要となり工事
現場ではシステムとして成立しない。またスラリ
ーポンプを部分負荷運転すると摩耗速度が増大す
るので、常にポンプが定格点で運転されるような
配慮が重要である。Wear rate due to slurry e(t) = κ・d 3・υ 1~3 d: Particle size υ: Collision speed κ: Constant Therefore, it is necessary to send slurry with as small a particle size as possible to the high-pressure slurry pump that rotates at high speed. However, this usually requires a large settling basin and cannot be used as a system at construction sites. Furthermore, since the wear rate increases when a slurry pump is operated under partial load, it is important to ensure that the pump is always operated at its rated point.
また切羽の掘削に伴ない装置を前進せしめるた
め、装置の移転を容易に行ない得るように構成し
なければならない。 In addition, since the equipment is moved forward as the face is excavated, it must be constructed so that it can be easily relocated.
問題点を解決するための手段
高圧スラリーポンプの吸入側に低差圧型分離器
を設け粗粒子を除去し、圧力調整切換弁によりス
ラリーポンプが部分流量で運転されるのを防ぎ、
また全体を3個のブロツクに分けて運搬を容易に
した。Measures to solve the problem A low differential pressure separator is installed on the suction side of the high-pressure slurry pump to remove coarse particles, and a pressure regulating switching valve prevents the slurry pump from operating at a partial flow rate.
The entire structure was divided into three blocks to facilitate transportation.
作 用
低差圧型分離器の使用により送水ポンプ出口側
の圧力低下が防がれ、且つ高圧スラリーポンプ入
口に至るスラリー中の粗粒子が除かれ該スラリー
ポンプの過度の摩耗が防止される。Effect: Use of a low differential pressure separator prevents a drop in pressure at the outlet of the water pump, and removes coarse particles in the slurry reaching the inlet of the high-pressure slurry pump, thereby preventing excessive wear of the slurry pump.
実施例
第1図において、1は泥水スラリー用高圧スラ
リーポンプ、2はモータ、3は泥水槽、4は低差
圧型分離器、5は吐出ライン、6はスラリー供給
ライン、7は粗粒子排出ライン、8はフレキシブ
ルホース、9は排出量制御弁、10は送水ポン
プ、11は圧力調整切換弁、12はノズル、13
はジエツト流、14は切羽、15は可搬台盤、1
6はポンプ供給ライン、17は減圧オリフイスで
ある。Embodiment In Fig. 1, 1 is a high-pressure slurry pump for muddy water slurry, 2 is a motor, 3 is a muddy tank, 4 is a low differential pressure separator, 5 is a discharge line, 6 is a slurry supply line, and 7 is a coarse particle discharge line. , 8 is a flexible hose, 9 is a discharge control valve, 10 is a water pump, 11 is a pressure adjustment switching valve, 12 is a nozzle, 13
1 is a jet flow, 14 is a face, 15 is a portable platform, 1
6 is a pump supply line, and 17 is a vacuum orifice.
第2図において、21はスラリー供給ライン、
22は旋回板、23は多孔板、24は濃縮胴、2
5はポンプ供給ライン、26は粗粒子排出ライ
ン、27は排出量制御弁である。 In FIG. 2, 21 is a slurry supply line;
22 is a rotating plate, 23 is a perforated plate, 24 is a concentration cylinder, 2
5 is a pump supply line, 26 is a coarse particle discharge line, and 27 is a discharge control valve.
遠心式高圧スラリーポンプ1は大容量の泥水ス
ラリーを高圧に昇圧できるもので、昇圧されたス
ラリーは管路5によつて切羽14へと導かれる。
切羽14ではノズル12からの高速ジエツト流1
3により砕岩が行なわれるが、砕岩後のスラリー
流は泥水槽3へと導かれる。 The centrifugal high-pressure slurry pump 1 is capable of pressurizing a large volume of muddy slurry to a high pressure, and the pressurized slurry is guided to a face 14 through a conduit 5.
At the face 14, a high-speed jet stream 1 from the nozzle 12
3 performs rock crushing, and the slurry flow after rock crushing is guided to the mud tank 3.
泥水槽3では粗い粒子は沈殿するが、通常容量
を充分大きくとれないので、多量の粗粒子が送水
ポンプ10を介してスラリーポンプ1に送られ
る。粗粒子を除去するために、送水ポンプ10の
吐出側には分離器4を設置する。分離器4は従来
型のサイクロン式を使用すると圧損が大きく、こ
れでは送水ポンプの大型化高速化(コストアツプ
や摩耗速度の増大)又はスラリーポンプのキヤビ
テーシヨン(吸込圧力の低下)といつた不具合が
生じるため、第2図に示すような低差圧型のもの
を用いる。ノズル12上流の圧力調整切換弁11
はスラリーポンプ1が部分流量運転となり摩耗が
厳しくなるのを避けるため、砕岩しない場合には
減圧オリフイス17を通して泥水槽3へとスラリ
ーを帰すものである。なお減圧オリフイス17は
キヤビテーシヨンによる圧力調整切換弁11の摩
耗を防止するために必要である。 Coarse particles settle in the muddy water tank 3, but since the capacity is usually not large enough, a large amount of coarse particles are sent to the slurry pump 1 via the water pump 10. A separator 4 is installed on the discharge side of the water pump 10 to remove coarse particles. If a conventional cyclone type separator 4 is used, there will be a large pressure drop, which will cause problems such as larger and faster water pumps (increasing costs and wear rate) or cavitation of slurry pumps (reduction in suction pressure). Therefore, a low differential pressure type as shown in FIG. 2 is used. Pressure adjustment switching valve 11 upstream of nozzle 12
In order to prevent the slurry pump 1 from operating at a partial flow rate and causing severe wear, the slurry is returned to the mud tank 3 through the vacuum orifice 17 when rock is not crushed. Note that the pressure reducing orifice 17 is necessary to prevent wear of the pressure adjustment switching valve 11 due to cavitation.
以上のシステム構成により、従来工法では不可
能な工事へのジエツト砕岩工法の適用が可能とな
る。 The above system configuration makes it possible to apply the jet rock crushing method to construction work that is impossible with conventional methods.
第2図の低差圧型分離器において、スラリーは
旋回板22により旋回が与えられ、旋回流の与え
る遠心力で粒子は壁の多孔板23に押しつけられ
る。壁面には多数の穴があけられており、これを
通して粗い粒子は濃縮胴24に導かれ、これより
粗粒子排出ライン26を経て泥水槽3へと戻され
る。この装置では入口から出口まで流れの向きの
変化はなく、圧損を小さくできる。 In the low differential pressure separator shown in FIG. 2, the slurry is given a swirl by a swirling plate 22, and the centrifugal force exerted by the swirling flow forces the particles against a porous plate 23 on the wall. A large number of holes are bored in the wall, through which the coarse particles are led to the concentration cylinder 24, from which they are returned to the mud tank 3 via a coarse particle discharge line 26. With this device, there is no change in flow direction from the inlet to the outlet, making it possible to reduce pressure loss.
考案の効果
低差圧型分離器の使用により粗い粒子がスラリ
ーポンプへ行くのを防止し且つ圧力損失が少なく
する。圧力調整切換弁の使用によりスラリーポン
プが部分流量で運転されるのを防止し過度の摩耗
を防止する。システム全体を3個のコンポーネン
ト(高圧スラリーポンプ・モータユニツト、泥水
槽・送水ポンプ・低差圧型分離器ユニツト、ノズ
ル・圧力調整切換弁ユニツト)に分割して運搬を
容易にし実用性を高めた。Effects of the invention The use of a low differential pressure separator prevents coarse particles from going to the slurry pump and reduces pressure loss. The use of pressure regulating switching valves prevents the slurry pump from operating at partial flow rates and prevents excessive wear. The entire system is divided into three components (high-pressure slurry pump/motor unit, mud tank/water pump/low differential pressure separator unit, nozzle/pressure adjustment switching valve unit) to facilitate transportation and improve practicality.
第1図は本考案高圧ジエツト砕岩システムの実
施例における系統図、第2図は本考案で使用する
低差圧型分離器の実施例の概略断面図である。
1……高圧スラリーポンプ、2……モータ、3
……泥水槽、4……低差圧型分離器、10……送
水ポンプ、11……圧力調整切換弁、12……ノ
ズル、13……ジエツト流、14……切羽。
FIG. 1 is a system diagram of an embodiment of the high-pressure jet rock crushing system of the present invention, and FIG. 2 is a schematic sectional view of an embodiment of the low differential pressure separator used in the present invention. 1...High pressure slurry pump, 2...Motor, 3
... Mud water tank, 4 ... Low differential pressure separator, 10 ... Water pump, 11 ... Pressure adjustment switching valve, 12 ... Nozzle, 13 ... Jet flow, 14 ... Face.
Claims (1)
に設置し、掘削部にノズルと圧力調整切換弁を設
置し、泥水槽に送水ポンプと低差圧型分離器を設
置したことを特徴とする閉ループの可搬式高圧ジ
エツト砕岩システム。 A closed-loop system that features a high-pressure slurry centrifugal pump and motor installed on a portable platform, a nozzle and pressure adjustment switching valve installed in the excavation section, and a water pump and low differential pressure separator installed in the mud tank. Portable high pressure jet rock crushing system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17506284U JPH0137032Y2 (en) | 1984-11-20 | 1984-11-20 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17506284U JPH0137032Y2 (en) | 1984-11-20 | 1984-11-20 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6193589U JPS6193589U (en) | 1986-06-17 |
| JPH0137032Y2 true JPH0137032Y2 (en) | 1989-11-09 |
Family
ID=30732668
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17506284U Expired JPH0137032Y2 (en) | 1984-11-20 | 1984-11-20 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0137032Y2 (en) |
-
1984
- 1984-11-20 JP JP17506284U patent/JPH0137032Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6193589U (en) | 1986-06-17 |
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