JPS6081578A - Three-way flow control valve for grout - Google Patents
Three-way flow control valve for groutInfo
- Publication number
- JPS6081578A JPS6081578A JP18922283A JP18922283A JPS6081578A JP S6081578 A JPS6081578 A JP S6081578A JP 18922283 A JP18922283 A JP 18922283A JP 18922283 A JP18922283 A JP 18922283A JP S6081578 A JPS6081578 A JP S6081578A
- Authority
- JP
- Japan
- Prior art keywords
- grout
- valve
- flow rate
- sleeve
- valve body
- 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
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16K—VALVES; TAPS; COCKS; ACTUATING-FLOATS; DEVICES FOR VENTING OR AERATING
- F16K11/00—Multiple-way valves, e.g. mixing valves; Pipe fittings incorporating such valves
- F16K11/10—Multiple-way valves, e.g. mixing valves; Pipe fittings incorporating such valves with two or more closure members not moving as a unit
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Multiple-Way Valves (AREA)
Abstract
Description
【発明の詳細な説明】
この発明は、ダム建設工事の地盤改良工法等に使用され
る。グラウト注入制御システムに供fる三方流量調整弁
に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention is used for ground improvement methods and the like in dam construction work. The present invention relates to a three-way flow rate regulating valve used in a grout injection control system.
通常、セメントと水を主材料にしたグラウトを地盤に注
入し、当該地盤を改良する地盤改良工事において、注入
する地盤の条件及び深度等により流量及び圧力を規定値
以内に保持I−て工事を施工することが、工事仕様書等
により指示されている。Normally, in ground improvement work in which grout, which is mainly made of cement and water, is injected into the ground to improve the ground, the flow rate and pressure are maintained within specified values depending on the conditions and depth of the ground to be injected. Construction is instructed by construction specifications, etc.
地盤に注入するグラウトの節米及び圧力を規定値以内に
保持する方法と1−で、その一つに可変吐出量型グラウ
トポンプを用い、注入初期は流量を規定値に保ちつつグ
ラウトを注入し一漸次圧力が上昇して予じめ規定された
値に達1〜たラークラ’)トホンブσ)吐出量を漸次減
少させて圧力を規定値に保ちながら注入を行う方法が知
られている。しかしこの方法では、グラウトポンプの吐
出量が注入の経過と共に減少し、やがては毎分数を以下
の微小流量になる。このような微小流量の注入が連続す
ると、配管内のセメント粒子が沈澱して硬化を始め、配
管を閉塞することになり、配管路が長い場合はその掃除
等0)メンテナンスに多大σ)時間を要することと、可
変吐出量型グラウトポンプが大型で、現場における作業
性が悪くかつ高価であることから、グラウト注入にoJ
i吐出量型グラウトポンプが使用されろ機会は極めて少
ない。One method is to save the amount of grout injected into the ground and maintain the pressure within the specified value. One method is to use a variable discharge type grout pump and inject grout while maintaining the flow rate at the specified value in the initial stage of injection. There is a known method in which the pressure is gradually increased until it reaches a predetermined value, and then the injection is performed while maintaining the pressure at a predetermined value by gradually decreasing the discharge amount. However, in this method, the discharge rate of the grout pump decreases as the injection progresses, and eventually becomes a minute flow rate of less than a few minutes per minute. If injection at such a small flow rate continues, the cement particles in the pipe will settle and begin to harden, clogging the pipe, and if the pipe is long, it will take a lot of time for cleaning etc. In addition, variable discharge grout pumps are large, difficult to work with on site, and expensive, so OJ is not suitable for grout injection.
There are very few occasions when an i-discharge type grout pump is used.
このため通常は小型で安価な定吐出量型グラウトポンプ
を使用し、グラウト貯蔵槽と上記グラウトポツプの吸込
口とを吸込管路で接αすると共に、グラウトポツプの吐
出口に供給管路を接続し、かつその先に分岐点を設けて
、余剰グラ1クトを貯蔵槽、吸込管路、またはグラウト
ポンプの吸込口に戻すための戻り管路と、注入管路とを
接続し、分岐点に自動三方流量調整弁を配設すると共に
一汗入管路を流れるグラウトの流量即ち注入量7検出す
る流量検出器、及び注入量7検出する圧力検出器を注入
管路に配設し、流量検出器及び圧力検出器によって検出
される信号と、工事仕様書等によって規定された流量及
び圧力の規定値を流量圧力制御装置に設定スるか、また
は予め記憶させた外部のグラウト管理装置等から伝送さ
れる流量及び圧力の規定値(以下設定値という)とを流
量圧力制御装置で比較して、検出値が設定値に近づくよ
うに自動三方流量調整弁を作動させ、注入量及び圧力を
制御する方法が開発され、特願昭5’7−.20gkg
3号として出願されている。For this reason, a small and inexpensive constant discharge type grout pump is usually used, and the grout storage tank and the suction port of the grout pot are connected through a suction pipe, and a supply pipe is connected to the discharge port of the grout pop. A branch point is provided at the end of the branch point, and a return pipe for returning surplus grout to the storage tank, suction pipe, or suction port of the grout pump is connected to the injection pipe, and an automatic three-way connection is made at the branch point. In addition to disposing a flow rate regulating valve, a flow rate detector for detecting the flow rate of grout flowing through the perspiration pipe, that is, the injection amount 7, and a pressure detector for detecting the injection amount 7 are disposed in the injection pipe, and the flow rate detector and the pressure The signal detected by the detector and the specified values of flow rate and pressure specified by construction specifications etc. are set in the flow rate pressure control device, or the flow rate is transmitted from an external grout management device etc. that is stored in advance. A method has been developed to control the injection volume and pressure by comparing the detected value with a specified value (hereinafter referred to as the set value) using a flow rate pressure control device, and operating an automatic three-way flow control valve so that the detected value approaches the set value. A special application was filed in 1977. 20gkg
It has been filed as No. 3.
この方法では、グラウト注入の初期には地盤の注入抵抗
が低いため、工事仕様書等で規定された流量及び圧力の
限界に対し圧力は上昇せず、流量が超過する傾向にあり
、グラウト注入の終期には圧力が上昇し規定を超過する
傾向にあって、その中期では流量及び圧力が同時に超過
するかまたはそれらが交互に超過する現象が生じろ。即
ち、グラウト注入の初期は定量注入を、中期は定量及び
定圧注入の同時または交互制御を、また終期は定圧注入
制御を必要とし、流量は注入抵抗の増加に伴って漸減す
る傾向にある。In this method, since the injection resistance of the ground is low at the beginning of grout injection, the pressure does not rise against the flow rate and pressure limits stipulated in the construction specifications, etc., and the flow rate tends to exceed. In the final stage, the pressure tends to rise and exceed the specified value, and in the middle stage, a phenomenon occurs in which the flow rate and pressure exceed at the same time or alternately. That is, the initial stage of grout injection requires quantitative injection, the middle stage requires simultaneous or alternating control of quantitative and constant pressure injection, and the final stage requires constant pressure injection control, and the flow rate tends to gradually decrease as the injection resistance increases.
これら流量及び圧力が規定された値を保持するための制
御において、#、量の制御については供給管路、戻り管
路、及び注入管路の分岐点に設けた自動三方流量調整弁
によって、余剰グラウト”2貯紙槽、吸込管路、または
グラウトポンプの吸込口に戻すことにより、結果的には
注入量が制御されることになる。また上記自動三方流量
調整弁の開度を調整することによって、注入量が変ると
地盤の抵抗によって圧力が変化するから、圧力制御も成
葉制御同様分岐点に設けた自動三方流量調整弁の開度シ
でよって制御することができる8
以上述べた方法によれば、各配’l路でセメントの硬化
により閉塞する恐れの多い所は短い注入管路のみとなり
、保守工数が少くかつ前記した可変吐出量型グラウトポ
ンプに比し作業性に優れていることから、ダム工事等で
は定吐出値型グラウトポンプと、供給管路戻り管路及び
注入管路の分岐点に設けた自dQ+三方流ml−調整弁
を組合せたグラウト注入制御システム’r 利用−j
itば極めて効果的である。In the control to maintain these flow rates and pressures at specified values, the amount is controlled by automatic three-way flow rate adjustment valves installed at the branch points of the supply line, return line, and injection line. By returning the grout to the paper storage tank, the suction pipe, or the suction port of the grout pump, the amount of injection can be controlled as a result.Also, the opening degree of the automatic three-way flow control valve can be adjusted. Therefore, when the injection amount changes, the pressure changes due to the resistance of the ground, so the pressure can be controlled by the opening of the automatic three-way flow control valve installed at the branch point, similar to leaf growth control. 8 The method described above According to the authors, the only part of each duct that is likely to be clogged due to hardening of cement is the short injection pipe, which requires less maintenance work and is superior in workability compared to the variable discharge type grout pump mentioned above. Therefore, in dam construction, etc., it is recommended to use a grout injection control system that combines a constant discharge value grout pump and a three-way flow control valve installed at the branch point of the supply pipe, return pipe, and injection pipe. j
It is extremely effective.
地盤の表層部を処理するコンソリデージョングラウト及
びブランケットグラウト等低圧注入において多く発生す
る現象で、前記した自動三方流量調整弁を用いて余剰グ
ラウトを貯蔵槽等に戻す場合、戻り管路の圧力損失てよ
って生じる揚程と、貯蔵槽と注入口(正確には圧力検出
器の位置)との高低差による揚程の相よりも、設定され
た注入圧力が低いとき、及び地盤の注入抵抗が低く、設
定された流量以上のグラウトが自然落下で流れ込む場合
は、前記した定吐出量型グラウトポンプと自動三方流量
A整弁を組合わせたグラウト注入制御システムは、注入
管路側の流量も任意に調整することができ、いかなる条
件下でも注入流骨と圧力の制御が可能で、ダム建設工法
の地盤改良工事にとって、もっとも効果的なグラウト注
入制御システムということができよう。This is a phenomenon that often occurs during low-pressure injection of consolidation grout and blanket grout that treats the surface layer of the ground.When returning surplus grout to a storage tank using the automatic three-way flow control valve described above, pressure loss in the return pipe occurs. When the set injection pressure is lower than the phase of the head caused by the height difference between the storage tank and the injection port (more precisely, the position of the pressure detector), and the injection resistance of the ground is lower, If grout flows in by gravity at a flow rate higher than the specified flow rate, the grout injection control system that combines the above-mentioned constant discharge type grout pump and automatic three-way flow rate A control valve can arbitrarily adjust the flow rate on the injection pipe side. It is possible to control the grout flow and pressure under any conditions, and it can be said to be the most effective grout injection control system for ground improvement work in dam construction methods.
しかし7゛【がらこのようなグラウト注入制御システム
に供される自動三方流量調整弁の三方流量調整弁におい
て一弁座にゴムを使用した場合は、通過する流体中にセ
メント粒子が含まれかつ注入圧が高い場合、三方流オ調
整弁の洪給側と戻り側との間に生じろ圧力差が大きくな
り、そのFf力差に止ρ11シた流速で流体が9P座を
通過し、−ヒメノト粒子による1壜、比が一馬だしく−
l侍別に選んだ耐摩耗性のゴムでも使用し、ている:i
jlに使用不能となる場合も生じろ。こσ)ことから弁
座の耐摩耗性を高めろため、弁体と同様に弁座Yもセラ
ミックでつ〈イ)ことが考えられるが、戻り側及び注入
側θ)二つの弁座と弁体との芯ずしo’r問題から構造
が複雑になり一、+nr片α)jυ、い構造ノモノと1
jつて、三方流量、A整弁な安価に供与できにくいこと
や、現場での保守に問題があること等が考えらJしろ、
この発明は上記にんみなされたものであり、こθ)う1
3明のダラウト用三方流量調整弁は、バルブケース内に
配設された側壁に開口部を有するスリーブと、該スリー
ブ内に挿入され摺動または回転店+l(1+ l−’C
移iip+ L、かつ上記スリーブの開口部との1田で
流量を調整することができる弁体と?有ト2、上記スリ
ーブの開口部に連通してバルブケースに流入口が設けら
れ、上記スリーブの両側に流出口が設け1しれたことを
特数とするものである。However, if rubber is used for one valve seat of an automatic three-way flow regulating valve used in such a grout injection control system, cement particles may be included in the fluid passing through and the injection When the pressure is high, the pressure difference that occurs between the flood supply side and the return side of the three-way flow adjustment valve becomes large, and the fluid passes through the 9P seat at a flow rate of ρ11 due to the Ff force difference. One bottle made of particles, the ratio is unmatched.
l We also use abrasion-resistant rubber selected for each samurai.
There may be cases where JL becomes unusable. Therefore, in order to improve the wear resistance of the valve seat, the valve seat Y may be made of ceramic as well as the valve body. The structure becomes complicated due to the core problem with the body.
However, considering that it is difficult to provide a three-way flow rate, A valve at a low cost, and there are problems with on-site maintenance, this invention has been made with the above in mind. U1
3 Ming's three-way flow rate adjustment valve for Darout consists of a sleeve with an opening in the side wall disposed inside the valve case, and a sliding or rotating valve inserted into the sleeve.
Ip + L, and a valve body that can adjust the flow rate in conjunction with the opening of the sleeve? A special feature is that an inlet is provided in the valve case communicating with the opening of the sleeve, and an outlet is provided on both sides of the sleeve.
以下この発明を添付図面の実施例〉参照して詳細に説明
すると、第1図はグラウト注入制御システム/例の系統
図を示し、1は貯蔵槽2内に一時貯蔵されるグラウトで
あ一す、貯蔵槽2内ツクラウド1は攪拌機3で絶えず攪
拌されている。また貯蔵槽2とグラウトポツプ4の吸込
口は吸込管路5で接続されておリーグラウドポンプ4の
吐出口には供給管路6が接続されている□そl−で供給
管路6の先端は自動三方流量調整弁7のi+lE人ロア
aに接続され、自動三方流量調整弁Iの流出ロアbには
戻り管路8が接続され、戻り管路8fa0:介して余剰
グラウトゲ貯蔵槽2に戻すようにされている。また自動
三方がI量調整弁Tの他の流出口γCには注入管路9が
接続され、注入管路9は地盤に穿孔(2て配役された注
入管10の圧入口10aに接続され、注入管路9には流
量検出器11及び注入−#路内の圧力を1芙出する圧力
検出器12が設けられている。即ち、流量検出器11と
圧力検出器12によって検出された流量及び圧力の信号
と、予じめ設定された流量と圧力の設定値とを比較して
、検出値が設定値に近づくように流量圧力制御装置13
で自動三方流量調整弁7を作動させるように構成されて
いる。The present invention will be described in detail below with reference to embodiments of the accompanying drawings. FIG. 1 shows a system diagram of a grout injection control system/example, in which 1 is grout temporarily stored in a storage tank 2. The cloud 1 in the storage tank 2 is constantly stirred by a stirrer 3. The suction ports of the storage tank 2 and the grout pot 4 are connected by a suction pipe 5, and the discharge port of the ground pump 4 is connected to a supply pipe 6. It is connected to the i+lE lower lower a of the automatic three-way flow regulating valve 7, and the return pipe 8 is connected to the outflow lower b of the automatic three-way flow regulating valve I, so that the excess grout is returned to the excess grout storage tank 2 through the return pipe 8fa0. It is being done. In addition, an injection pipe line 9 is connected to the other outlet γC of the automatic three-sided I quantity adjustment valve T, and the injection pipe line 9 is connected to the injection inlet 10a of the injection pipe 10 that has been drilled in the ground (2). The injection pipe line 9 is provided with a flow rate detector 11 and a pressure detector 12 that detects the pressure in the injection line. The flow rate pressure control device 13 compares the pressure signal with preset flow rate and pressure set values and controls the detected value to approach the set value.
The automatic three-way flow rate adjustment valve 7 is actuated by the operation.
上記したグラウト注入制御システムでは、注入圧力が、
戻り管路8の圧力損失による揚程と、注入口10aと貯
蔵槽2との高低差による揚程の相よりも高い場合は、自
動三方流量調整弁7の流出ロアC側流路の開度な流出口
Ib側流路の開度より大きくすることによって、設定さ
れた流量及び圧力に制御することができ、注入圧力が戻
り管路8の圧力損失による揚程と注入口10aと貯蔵槽
2との高低差による揚程の相よりも低いかまたは地盤の
注入抵抗が低く設定された流量以上のグラウトが自然流
下して注入される場合は、自動三方流量調整弁Tの流出
ロアb側流路の開度を流出口IC側流路の一度より犬に
することにより、注入するグラウトの流量及び圧力な設
定値に制御することができる。In the grout injection control system described above, the injection pressure is
If the head due to the pressure loss of the return pipe 8 is higher than the head due to the height difference between the inlet 10a and the storage tank 2, the flow will change depending on the opening of the flow path on the outflow lower C side of the automatic three-way flow control valve 7. By making the opening degree larger than that of the flow path on the outlet Ib side, it is possible to control the flow rate and pressure to a set value, and the injection pressure is controlled by the head due to pressure loss in the return pipe 8 and the height between the injection port 10a and the storage tank 2. If grout is injected by gravity at a flow rate that is lower than the phase of the lifting height due to the difference or the injection resistance of the ground is lower than the set flow rate, the opening degree of the flow path on the outflow lower b side of the automatic three-way flow regulating valve T The flow rate and pressure of the grout to be injected can be controlled to the set values by setting the flow rate to the flow path on the outlet IC side.
次に上記したグラウト注入制御システムにおける自動三
方流量調整弁にもつとも好適な三方流量調整弁1例を第
2図によって説明する。Next, an example of a three-way flow regulating valve suitable for the automatic three-way flow regulating valve in the above-mentioned grout injection control system will be explained with reference to FIG.
第2図は三方流量調整弁の断面図を示し、バルブケース
14内には、側壁に開口部を有するスリーブ15が内嵌
固定されており、開口部15aはバルブケース14に設
けた流入ロアaに連通している。またスリーブ15内に
は、図示されていない駆動装置によって駆動する弁棒1
7の先端に一体的に取付けられた弁体16が摺動または
回転摺動自在に遊挿されている。尚弁体16の取付は弁
棒17の先端に弁体1Tを嵌合し、弁体17の先端螺子
部にナツトを螺嵌壓締して取付けられる。またバルブケ
ース14の一側にはスリーブ押え18が、他側にはバッ
キングケース19が1図示されていなし・、1セルシト
等σ)結合具により一体的に取付けられて(・ろ。ス1
)−フ押え18には流出ロアcが設けられてし・て。FIG. 2 shows a cross-sectional view of the three-way flow rate regulating valve, in which a sleeve 15 having an opening in the side wall is fitted and fixed in the valve case 14, and the opening 15a is connected to the inflow lower a provided in the valve case 14. is connected to. Also, inside the sleeve 15 is a valve rod 1 driven by a drive device (not shown).
A valve body 16 integrally attached to the tip of the valve body 7 is loosely inserted so as to be slidable or rotatable. The valve body 16 is attached by fitting the valve body 1T onto the tip of the valve stem 17, and screwing and tightening a nut onto the threaded portion of the tip of the valve body 17. Further, a sleeve retainer 18 is attached to one side of the valve case 14, and a backing case 19 is integrally attached to the other side by a coupling tool (not shown).
) - The foot presser foot 18 is provided with an outflow lower c.
流出口ICは弁棒17との液封部がないので1通常高圧
側の流路即ち注入管路9に接続され、バルブケース14
の他側に設けた流出ロアbはバッキングケース19と弁
棒17の液封部に連通しているので、液封部にかかる負
荷を少くするため低圧側面、路として用いられることが
多く、通常戻りU第8に接続される。Since the outlet IC has no liquid sealing part with the valve stem 17, it is normally connected to the flow path on the high pressure side, that is, the injection pipe 9, and is connected to the valve case 14.
The outflow lower b provided on the other side communicates with the backing case 19 and the liquid seal part of the valve stem 17, so it is often used as a low pressure side or passage to reduce the load on the liquid seal part. Return U is connected to No. 8.
20はバルブケース14内にスリーブ15に隣接して内
嵌された弁室保護管、21は弁棒17に外嵌された弁棒
保護管であり、弁棒17に外嵌されたワッシャ22も含
めて三方流量調整弁の機能上不可欠のものではないが、
スリーブ15に設けた開口部15aと弁体16の間隙に
よって生じろセメントを含むグラウトの噴流による弁内
部の摩耗を防ぐためのもので、スリーブ15゜弁体16
も含めてセラミックでつくろと、耐摩耗性に優れた三方
帷、量調整弁となる。20 is a valve chamber protection pipe fitted into the valve case 14 adjacent to the sleeve 15; 21 is a valve stem protection pipe fitted externally to the valve stem 17; and a washer 22 fitted externally to the valve stem 17. Although they are not essential to the functionality of the three-way flow control valve,
This is to prevent wear inside the valve due to a jet of grout containing cement, which is created by the gap between the opening 15a provided in the sleeve 15 and the valve body 16.
The three-way valve and volume control valve are made of ceramic with excellent wear resistance.
尚23はバルブケース14とスリーブ押え18の間に設
けられたOリング、24はバルブケース14とスIJ−
プ15の間に設けられたOリング、25はバルブケース
14とバッキングケース19の間に設けられたOリング
、26はバッキングケース19と弁棒1Tの間に設けら
れたバッキングであり、バッキング26は図示すしてい
ないボルト等でバッキングケース19に取付けられろバ
ッキング押え2Tによって保持されている。In addition, 23 is an O-ring provided between the valve case 14 and the sleeve retainer 18, and 24 is an O-ring provided between the valve case 14 and the sleeve holder 18.
25 is an O-ring provided between the valve case 14 and the backing case 19, 26 is a backing provided between the backing case 19 and the valve stem 1T, and the backing 26 is attached to the backing case 19 with bolts (not shown) and held by a backing presser 2T.
以上述べた三方流量調整弁はバッキングケース19にボ
ルトを利用する等して駆動装置を取付けることにより自
動三方流量調整弁を構成する。The three-way flow regulating valve described above constitutes an automatic three-way flow regulating valve by attaching a driving device to the backing case 19 using bolts or the like.
上記した自動三方流量調整弁は一駆動装置の駆動により
弁体16がスリーブ15内を摺動または回転摺動して移
動するが、第2図示のように弁体16がスリーブ15の
開口部15a上にあるとき、流入口T+Jから流入する
グラウトは開口部15aを通過するとき弁体16によっ
て流出07C側と流出ロア【)側へ分けられ、弁体16
によって分割される開口部15aの面積によって流出口
IC及び7b側へ流れるグラウトの流量が決る。従って
弁体16の位置を任意に調整すれば、流出ロアc及び1
bのいずれの流量をも任意に調整することができ、第1
ヌ1示のグラウト注入制御システムにおけろ自動三方R
量調整弁として極めて好適である。In the above-mentioned automatic three-way flow rate regulating valve, the valve body 16 slides or rotates within the sleeve 15 when driven by a driving device, but as shown in the second figure, the valve body 16 When the grout is on the upper side, the grout flowing in from the inlet T+J is divided into the outflow 07C side and the outflow lower [) side by the valve body 16 when passing through the opening 15a.
The flow rate of the grout flowing toward the outlet IC and 7b is determined by the area of the opening 15a divided by. Therefore, by arbitrarily adjusting the position of the valve body 16, the outflow lower c and 1
Any flow rate of b can be adjusted arbitrarily, and the flow rate of the first
Automatic three-way R in the grout injection control system shown in Nu1
It is extremely suitable as a quantity regulating valve.
尚弁体16がスリーブ15内を摺動または回転摺動して
移動するように構成されているため。This is because the valve body 16 is configured to slide or rotate and move within the sleeve 15.
弁体16とスリーブ15の間には代かな間隙があり、こ
の間隙からのグラウトの洩れは当然発生するが、流出[
11Cが注入管路9へ、また流出ロアbが戻り管路8へ
接続されておれば、流出ロア0を閉じイ)とぎは注入を
行わないときであるから、ポンプ4を停止すればよく、
またより光分大きな吐出%?もつボンブン使用するから
Mlt出ロアb側を全閉にする必要もなく、弁体16と
スリーブ15との間隙からの漏れは実用上問題にはなl
:)゛ない。There is a small gap between the valve body 16 and the sleeve 15, and grout naturally leaks from this gap, but the leakage [
11C is connected to the injection pipe 9, and the outflow lower b is connected to the return pipe 8, the outflow lower 0 is closed. (a) Since injection is not performed, it is sufficient to stop the pump 4.
Also, is the ejection percentage larger by the amount of light? Since a motsubonbun is used, there is no need to fully close the Mlt outlet lower b side, and leakage from the gap between the valve body 16 and the sleeve 15 is not a practical problem.
:) No.
この発明において(ま、弁体または及びスIJ−プを、
アルミナ系等のセラミックやタングステンカーバイド等
の超硬合金でつくり、耐摩耗性にすることができる。In this invention (well, the valve body or the spur IJ-sp.
It can be made of ceramic such as alumina or cemented carbide such as tungsten carbide to make it wear resistant.
この発明の三方面、量調整弁は前記のように構成される
から、第1図示のグラウト注入制御システムに使用する
と、戻り管路の圧力によって生じる揚程と、貯蔵槽と注
入[1との高低差による揚程の和よりも設定された注入
圧力が低い場合、及び地盤の注入抵抗が低く設定された
流量以上のグラウトが自然落下で流れこもうとする場合
でも、流量及び圧力を規定値以内に保持してグラウトを
注入することができ一メンテナンスも簡単で注入W埋を
よtl一層内上させろことができるばかりが、弁圧を兼
用するスリーブとこの中を摺り1または回転槽gll−
,て移動し流入口からのグラウトを任意に分流する弁体
を主体として構成さ11.ろから、構造が41めてfm
単で保守も容易であり、弁体とスリーブンアルミナ系等
のセラミックやタングステ7カーバイト等の超硬合金等
耐摩耗性材料でつくろとぎは、耐久性に優れてゴム系弁
座のように度々取り替える必要もなく、弁体とスリーブ
の構造も簡単で安価に製造することができ、斯界に貢献
するところ極めて犬である1、
ゲ 図1笛のrr1jJ昏/ぶ説明
添付図面(まこ0)発明の実り由例馨示すもσ1であっ
て、a↓/図はグラワト注入制御システム/例の系統図
、l82図(工三方流量i凋整−1P1例の断面図であ
る。In three aspects of the present invention, since the quantity adjustment valve is constructed as described above, when used in the grout injection control system shown in Figure 1, it is possible to control the lift caused by the pressure in the return pipe and the height between the storage tank and the injection [1]. Even if the set injection pressure is lower than the sum of the head due to the difference, or if the injection resistance of the ground is low and grout exceeding the set flow rate attempts to flow in by gravity, the flow rate and pressure will be kept within the specified values. The grout can be injected while holding the grout, and the maintenance is easy and the grout can be pushed even further inwards.
11. The valve body is mainly composed of a valve body that moves to arbitrarily divert grout from the inlet.11. rokara, the structure is 41 fm
It is easy to maintain and the valve body is made of wear-resistant materials such as ceramics such as sleeved alumina and cemented carbide such as tungsten 7 carbide, and has excellent durability and is as durable as rubber valve seats. It does not need to be replaced frequently, and the structure of the valve body and sleeve can be manufactured easily and inexpensively, making it an extremely valuable contribution to this industry. An example of the fruitfulness of the invention is σ1, and the figure a↓ is a system diagram of an example of a grawat injection control system, and figure 182 is a cross-sectional view of an example of a three-way flow rate i-1P1.
γa・・・流入[1,7+)、’IC・・・流出口、1
4・・・バIレブケース、15・・ス11−ブ、15A
・・・開口部、16 ・弁体
特許出願人 明昭株式会社
代表取締役 八 巻 智
手続補正布(自発)
昭和59年/θ月丞日
特許庁長官 殿
/ 事件の表示 特願昭3g−7g9:222号コ 発
明の名称
グラウト用三方流量調整弁
3 補正をする者
事件との関係 特許出願人
5 補正の内容
ヲ頁//行〜72行に「流出ロアc 911i流路σ片
・・・・・太き(することによって、」と6己載されて
いるのを[流出口り側流路の開度を適当に調整すること
によって、]に補正する。γa...Inflow [1,7+),'IC...Outlet, 1
4... Bar I rev case, 15... Sub 11-bu, 15A
...Opening, 16 - Valve body patent applicant Representative director of Meisho Co., Ltd. Volume 8 Witness procedure amendment (spontaneous) 1981/θ Monthly To the Commissioner of the Japan Patent Office / Indication of case Patent application 1986 3g-7g9 : No. 222 Name of the invention Three-way flow rate adjustment valve for grout 3 Relationship with the case of the person making the amendment Patent applicant 5 Contents of the amendment Page // Lines 72 to 72 indicate "Outflow lower c 911i flow path σ piece... 6. Correct the statement ``thick (by doing so)'' to ``by appropriately adjusting the opening degree of the outlet side flow path.''
ワ貞/g行〜コθ行に1流出ロアb側流路の・・・犬に
することにより、」と記載されているのを[流出ロアc
側流路の開度を適当に調整することにより、]に補正す
る。By making the 1 outflow lower b side flow path into a dog in the 1st outflow lower b side flow path from the wa sada/g line to the ko θ line, change the [outflow lower c
By appropriately adjusting the opening degree of the side flow path, it is corrected to ].
10頁73行に「弁体17」と記載されているのを「弁
体16」に補正する。On page 10, line 73, the statement "valve body 17" is corrected to "valve body 16."
10頁/弘行に1−弁体17」と記載されているのを1
弁棒17」に補正する。Page 10/Hiroyuki says 1-valve body 17.
Correct to "valve stem 17".
以上that's all
Claims (1)
するスリーブと、該スリーブ内に挿入され摺動または回
転摺動して移動し、かつ上記スリーブの開口部との間で
流量を調整することができる弁体とを有1−1上記スリ
ーブの開口部に連通してバルブケースに流入口が設けら
れ上記スリーブの両側に流出口が設けられたことを特徴
とする。グラウト用三方流量調整弁。 (21弁体または及びスリーブがセラミックマタはタン
グステンカーバイド等の超硬合金でつくられていること
を特徴とする特許請求の範囲第1項記載のグラウト用三
方流量調整弁。[Claims] +11 A sleeve disposed within a valve case and having an opening in a side wall, and a sleeve that is inserted into the sleeve and moves by sliding or rotating, and the opening of the sleeve. 1-1 A valve body capable of adjusting the flow rate is provided in the valve case, communicating with the opening of the sleeve, and an inlet is provided in the valve case, and an outlet is provided on both sides of the sleeve. Three-way flow control valve for grout. (21) The three-way flow rate regulating valve for grout according to claim 1, wherein the valve body or the sleeve is made of a cemented carbide such as tungsten carbide.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18922283A JPS6081578A (en) | 1983-10-12 | 1983-10-12 | Three-way flow control valve for grout |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18922283A JPS6081578A (en) | 1983-10-12 | 1983-10-12 | Three-way flow control valve for grout |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26462986A Division JPS63219970A (en) | 1986-11-06 | 1986-11-06 | Flow regulation valve |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6081578A true JPS6081578A (en) | 1985-05-09 |
Family
ID=16237612
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18922283A Pending JPS6081578A (en) | 1983-10-12 | 1983-10-12 | Three-way flow control valve for grout |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6081578A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63163076A (en) * | 1986-12-26 | 1988-07-06 | Furonto Eng Kk | Valve |
-
1983
- 1983-10-12 JP JP18922283A patent/JPS6081578A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63163076A (en) * | 1986-12-26 | 1988-07-06 | Furonto Eng Kk | Valve |
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