JPS58218511A - Control method and apparatus for grout injection pipe - Google Patents

Control method and apparatus for grout injection pipe

Info

Publication number
JPS58218511A
JPS58218511A JP1787982A JP1787982A JPS58218511A JP S58218511 A JPS58218511 A JP S58218511A JP 1787982 A JP1787982 A JP 1787982A JP 1787982 A JP1787982 A JP 1787982A JP S58218511 A JPS58218511 A JP S58218511A
Authority
JP
Japan
Prior art keywords
injection pipe
liquid
injection
suction
operation unit
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
JP1787982A
Other languages
Japanese (ja)
Inventor
Tsuneo Yamazaki
山崎 恒夫
Koji Nakayama
中山 紘治
Shunichiro Koike
小池 俊一郎
Mineo Murata
村田 峰雄
Teruki Kobayashi
小林 煌来
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.)
NIPPON SOGO BOSUI KK
YAMAGUCHI KIKAI KOGYO KK
Original Assignee
NIPPON SOGO BOSUI KK
YAMAGUCHI KIKAI KOGYO KK
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 NIPPON SOGO BOSUI KK, YAMAGUCHI KIKAI KOGYO KK filed Critical NIPPON SOGO BOSUI KK
Priority to JP1787982A priority Critical patent/JPS58218511A/en
Publication of JPS58218511A publication Critical patent/JPS58218511A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE:To inject a grout into the ground according to grouting conditions by a method in which a sucked liquid switching means is provided between a storage tank and a grout pump, and the switching means is operated a centralized operation unit near the injection pipe. CONSTITUTION:A grout storage tank G and a water storage tank W are connected through hoses h1 and h2 to a switch valve V to be operated by a centralized operation unit OS and then connected to a grout pump P. When water is supplied, the centralized operation unit OS is actuated to supply water W to an injection pipe R through the switch valve V by the grout pump P. When a grout is supplied, the centralized operation unit OS is actuated and water W is switched to a grout G which is in turn sent to the injection pipe R.

Description

【発明の詳細な説明】 本発明は薬液注入管理方法、さらに詳しくはグラウトポ
ンプの入口側に吸込源切換手段を配し、こ扛を注入管の
近傍で操作して吸込液、換言すnば送給液の選択切替え
を行う薬液注入管理方法およびその装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a chemical injection management method, more specifically, a suction source switching means is arranged on the inlet side of a grout pump, and the suction source switching means is operated near the injection pipe to control the suction liquid. The present invention relates to a chemical liquid injection management method and device for selecting and switching a feeding liquid.

この種の薬液注入工法は、予め穿孔したポーリング孔に
注入管を挿入して薬注を行う方法と、穿孔と薬注とを同
一注入管で行う削孔ロッド注人工法とがある。いすnの
方法も、貯槽からの液をグラウトポンプにより注入管へ
圧送する方式を採っている。
This type of chemical injection method includes a method in which an injection tube is inserted into a pre-drilled poling hole to inject the chemical, and a drilling rod injection method in which drilling and chemical injection are performed using the same injection tube. Isun's method also employs a system in which liquid from a storage tank is pumped into an injection pipe using a grout pump.

なおここで、本発明にいう薬液注入とは、地盤を強化改
良するために改良材液を注入する方法を意味し、また注
入管とはたとえばオーガー等に付設したものであっても
よく、シたがって薬液注入を広義の意味で使用している
。その結果、高圧噴射注入工法やアンカー工法における
薬注等をも含む。
Note that the term "chemical injection" used in the present invention refers to a method of injecting an improving material solution to strengthen and improve the ground, and the injection pipe may be attached to an auger, for example, or a system. Therefore, liquid drug injection is used in a broad sense. As a result, it also includes chemical injection in high-pressure injection method and anchor method.

ところで、薬液注入に際しては、その工程の順に種々の
液を選択しながら施工を行うものである。すなわち、(
1)高圧噴射注入工法では、穿孔水、噴射テスト用水、
グラウト液、洗浄水を順次用い、(2)セメントグラウ
ト注入工法では、透水テスト用水、セメンドグ、ラウド
、洗浄水を順次用い、(3)1シヨツトエj法・・では
、噴射テスト用水、グラウト液、洗浄水を順次用い、(
4) 1.5シヨツトあるいは2シヨツト注入工法では
、穿孔用水、吐出テスト用水、グラウト液、洗浄水を用
い、(5)近年開発さ扛たいわゆる二重管複合注入工法
、特殊パッカーを用いた複流路管による複合注入工法、
あるいは注入口を複数布する複流路管による注入工法で
は、穿孔水、吐出テスト水、グラウトA1グラウトB、
洗浄水を順次選択使用している。
By the way, when injecting chemical liquids, various liquids are selected in the order of the process. That is, (
1) In the high-pressure injection injection method, drilling water, injection test water,
(2) In the cement grout injection method, water for permeability test, cement grout, roud, and washing water are used in sequence, (3) In the 1 shot method, water for injection test, grout liquid, Using washing water sequentially, (
4) The 1.5-shot or 2-shot injection method uses drilling water, discharge test water, grouting liquid, and cleaning water. (5) The recently developed so-called double-pipe composite injection method, which uses a special packer Composite injection method using pipes,
Alternatively, in the injection method using a double flow pipe with multiple injection ports, drilling water, discharge test water, grout A1 grout B,
Washing water is used selectively.

このように注入サイクルごと種々の液の選択切替えを必
要とするため、従来一般的には、注入管設置部位とグラ
ウトポンプ特に貯槽部位とにそnぞn少くとも一名の監
視および作業員が立ちながら、液の選択切替え時には言
葉や信号、あるいは遠隔の場合には電話で連絡を取りな
がら、後者の監視作業員がその度に吸込ホース口を今ま
での貯槽から他の貯槽へ入扛直すものであった。また手
動の切替弁のハンドル操作により切替えることもある。
Since it is necessary to select and switch between various liquids for each injection cycle, it has conventionally been common practice to have at least one person monitoring and operating the injection pipe installation site and the grout pump, especially the storage tank area. The latter monitoring worker redirects the suction hose from one storage tank to another each time while standing, communicating with words or signals, or by phone if remote, when changing fluid selections. It was something. The switching may also be performed by operating a manual switching valve handle.

しかし、こnで□は第1に連絡の不徹底によるで 送液選択ミスを生じ、特に近年における複雑な工法では
その危険性が高く、第2に作業員が最低2名必要となり
合理的でなく、かつ作業員の負担も大きい、第3に吸込
ホースの入扛替えによって貯槽付近が汚nるばかりでな
く、ホースに付着した液が他の貯槽の液に混入し液の品
質が変化してしまうこともある。
However, in this case, □ is caused by, firstly, insufficient communication, which can lead to errors in liquid delivery selection, which is particularly dangerous in recent years with complex construction methods, and secondly, it requires at least two workers, which is not reasonable. Thirdly, replacing the suction hose not only pollutes the area around the storage tank, but also causes the liquid attached to the hose to mix with the liquid in other storage tanks, changing the quality of the liquid. Sometimes it happens.

本来ならば、各貯槽に対して吸込ホースの入n替えを行
うのではなくして、そ扛ぞnの液系状に対してそ扛ぞ扛
専用のグラウトポンプを配置し、グラウトポンプを出た
個所に、たとえば特開昭56−28992号公報のよう
に、切替弁類を設け、その液を送給しない場合には、レ
リーフパルプを介してリターンホースから貯槽に戻すの
が理想的である。
Originally, instead of replacing the suction hose for each storage tank, we placed a dedicated grout pump for each liquid system and removed the suction hose from the grout pump. If switching valves are provided at the location, as in, for example, Japanese Patent Application Laid-Open No. 56-28992, and the liquid is not fed, it is ideal to return it to the storage tank from the return hose via the relief pulp.

しかし、貯槽から注入管までの距離が通常少くとも20
mはあり、極端なときは500m程度まで達することも
ある。その結果、ポンプ台数が増し、余計にホースおよ
びレリーフパルプが必要となり経済的ではない。
However, the distance from the reservoir to the injection pipe is usually at least 20
m, and in extreme cases it can reach up to 500 m. As a result, the number of pumps increases, and additional hoses and relief pulp are required, which is not economical.

他方、注入プラント全体を自動化し、管視室にその制御
系統を全て集中させ、そのコンテナ方式の管視室で注入
管理を行っている例もあるが、管視室のみで特に注入管
設置部位の情報を全て得ることは不可能であり、監視盤
等を監視室に集中させた意味に留まっている。すなわち
、本質的に適確な注入状況およびその後の対処すべき情
報は、注入現場、すなわち注入管設置現場で得ら扛るに
もかかわらず、ここから遠く隔った監視室で管理すると
ころに無理がある。
On the other hand, there are cases in which the entire injection plant is automated and all its control systems are centralized in the control room, and injection management is performed in the container-style control room, but only in the control room where injection tubes are installed. It is impossible to obtain all the information, and the meaning remains that the monitoring panels are concentrated in the monitoring room. In other words, although essentially accurate injection status and information to be dealt with afterwards are obtained at the injection site, that is, at the injection pipe installation site, they are managed in a monitoring room far away from here. It's impossible.

本発明者らは前記従来の管理方法およびその問題点を根
本的に見直し、合理的かつ経済的な方法を見出すべく鋭
意開発に努めたところ、本発明を完成するに至った。
The present inventors fundamentally reviewed the conventional management method and its problems, and worked diligently to develop a rational and economical method, and as a result, the present invention was completed.

すなわち、第1発明は、複数の貯槽からの液をグラウト
ポンプにより圧送し注入管へ送給するに当って、貯槽と
グラウトポンプとの間障込液切替手段を配設し、この吸
込液切替手段から対応する複数の貯槽へ吸込流路を連通
させておき、グラウトポンプと注入管との間であって設
置注入管の近傍に集中操作ユニットを設け、この集中操
作ユニットによる操作により前記吸送液切替手段を動作
させ、吸込液の選択切替えを自動的に行うことを特徴と
するものである。
That is, in the first invention, when liquid from a plurality of storage tanks is pumped by a grout pump and fed to an injection pipe, a blocking liquid switching means is provided between the storage tank and the grout pump, and this suction liquid switching means is provided. A suction flow path is communicated from the means to a plurality of corresponding storage tanks, and a central operation unit is provided between the grout pump and the injection pipe and near the installed injection pipe, and the suction flow is controlled by the operation of the central operation unit. The present invention is characterized in that the suction liquid is automatically selected and switched by operating the liquid switching means.

また、第2発明は、複数の貯槽からの液をグラウトポン
プにより注入管へ圧送可能でかつ前記液に代えて注入管
近傍から別に用意さ扛た流体を注入管へ送給可能な装置
であって、貯槽とグラウトポンプとの間に配設さ扛た吸
込源切替手段と、この吸込源切替手段と対応する複数の
貯槽へ連通する吸込流路と、グラウトポンプと注入管と
の間であって設置注入管の近傍に設けら扛、かつ前記吸
込源切替手段を動作させ吸込液の選択切替えを行うため
の集中操作ユニットと、この集中操作ユニット内または
その近傍に設けらni別の流体送給源と、前記集中操作
ユニ、トによる操作によりこの集中操作ユニット部位へ
導かnる液に代えて別の流体送給源からの流体を注入管
へ送給すべく切換る副切換手段とを備えたことを特徴と
する0 本発明によ扛ば、経済的で、作業性が良好であり、しか
も信頼性の高い薬液注入管理方法およびその装置が提供
さ扛る。
Further, a second aspect of the invention is a device capable of force-feeding liquid from a plurality of storage tanks to an injection pipe using a grout pump, and capable of feeding a separately prepared fluid from the vicinity of the injection pipe to the injection pipe instead of the liquid. The suction source switching means disposed between the storage tank and the grout pump, the suction flow path communicating with the plurality of storage tanks corresponding to the suction source switching means, and the grout pump and the injection pipe. a central operation unit installed near the injection pipe and for operating the suction source switching means to select and switch the suction liquid; and a separate fluid delivery unit installed in or near the central operation unit. a supply source, and a sub-switching means for switching to supply fluid from another fluid supply source to the injection pipe instead of the liquid guided to the central operation unit section by operation by the central operation unit. According to the present invention, there is provided a chemical liquid injection management method and apparatus thereof that are economical, have good workability, and are highly reliable.

次にまず、第1図〜第4図によって本発明の概要具体例
を説明する。第1図は1シヨツト工法、たとえば高圧噴
射注入工法への適用例を示しである。グラウト貯槽Gお
よび水貯槽Wに枝吸込ホースh1+ hzが予め投入さ
n1吸送液切替手段の一例としてのたとえば三方の電磁
切替弁Vが配さnlこの切替弁■とグラウトポンプPと
の間は主吸込ホースSHで結ば扛ている。
Next, first, a specific example of the outline of the present invention will be explained with reference to FIGS. 1 to 4. FIG. 1 shows an example of application to a one-shot construction method, such as a high-pressure injection method. A branch suction hose h1 + hz is placed in advance in the grout storage tank G and water storage tank W.N1 A three-sided electromagnetic switching valve V is arranged as an example of a suction liquid switching means. Connected with main suction hose SH.

そしてグラウトポンプPには送給ホースFHが集中操作
ユニットO8に連なり、さらにそこからスイベルSWに
送液ホースFHが連なり、注入管Rへ給液するようにな
っている。
A feed hose FH is connected to the grout pump P to the central operation unit O8, and from there a liquid feed hose FH is connected to the swivel SW to supply liquid to the injection pipe R.

ここで、集中操作ユニッ)O8には、作業操作ボタンお
よび現在の作業を示す表示器、流量計およびその現流量
表示器、現在までの注入総量表示器、1ステップ当りの
注入時間、ステップ数およびステクプ長の各表示器、な
らびに吸雫 送液(送液)選択切替え操作スイッチ、さらに必要時集
中制御室への通話用電話機などが設けらnている。また
、第1図に示すように、集中制御室Xには、各貯槽G、
W、切替弁VおよびグラウトポンプPのほか、種々の機
器が配設さnている。そして、集中操作ユニッ)O8の
選択切替え操作スイッチは、切替弁■およびグラウトポ
ンプPに電気的に接続さnている。
Here, the centralized operation unit (O8) includes a work operation button and a display that shows the current work, a flowmeter and its current flow rate display, a display for the total amount of injection to date, an injection time per step, the number of steps, and Each step length display, an operation switch for selecting droplet feeding (liquid feeding), and a telephone for calling the central control room when necessary are provided. In addition, as shown in FIG. 1, in the central control room X, each storage tank G,
In addition to W, a switching valve V, and a grout pump P, various other equipment is provided. The selection changeover operation switch of the central operation unit) O8 is electrically connected to the changeover valve ① and the grout pump P.

このような薬液注入設備において、薬液注入に際しては
、注入管Rを常法に従って対象地盤中に設置する。その
とき、あるいはその後、水Wが必要であ扛ば操作員が第
1図のように、集中操作ユニットO8に対してその送水
つまみ類を操作し、水Wを切替弁Vを介してグラウトポ
ンプPにより注入管Rへ送給する。またグラウト(薬液
)Gを送給したいときは、対応するつまみ類を操作し、
水Wからグラウ)Gに切替える。かかる操作によって、
切替弁■は電気的に流路の切替え動作をする。
In such chemical liquid injection equipment, when injecting a chemical liquid, the injection pipe R is installed in the target ground according to a conventional method. At that time or after that, if water W is needed, the operator operates the water supply knobs on the central operation unit O8 as shown in Fig. 1, and the water W is sent to the grout pump via the switching valve V. It is fed to the injection pipe R by P. Also, when you want to feed grout (chemical solution) G, operate the corresponding knobs,
Switch from water W to glau) G. By such operation,
The switching valve ■ electrically switches the flow path.

第2図は1.5シヨツト工法の場合の例で、薬液GA、
GBを用い、こ扛に対応して2つの切替弁V、 、 V
2を用い、二連口筒プランジャグラウトポンプP等によ
り送液する例である。
Figure 2 shows an example of the 1.5 shot construction method, with chemical solution GA,
Using GB, there are two switching valves V, , V corresponding to this
This is an example in which the liquid is sent using a dual-port cylindrical plunger grout pump P or the like.

第3図は2シヨツト工法の例で、基本的に第2図の場合
と同様である。
Figure 3 shows an example of the two-shot construction method, which is basically the same as the case in Figure 2.

第4図は、3種のグラウトGA、CB、Qcを用い、水
Wとの4つの切替弁Vl−V4、ならびに2台のグラウ
トポンプP l+ P 2を用いて、3流路管たとえば
3重性入管Rに送入する例である。
Fig. 4 shows a flowchart using three types of grouts GA, CB, and Qc, four switching valves Vl-V4 for water W, and two grout pumps Pl+P2, for example, three-channel pipes. This is an example of sending it to the sexual immigration bureau R.

この場合、送液ホースFH1および送液ホースFH2か
らのそ扛ぞ扛の液は合流させた後合流液(緩結性薬液)
を送°液ホースFH’を介して送給する。注入管R内に
は3流路が形成さ扛、その1流路は注入管Rの先端の吐
出口に連通し、他の2流路はそれより基部側の注入口近
くまで独立して導かn1各流路からの2液がそこで始め
て合流接触混合しながら注入口から注入さ扛るようにな
っている。また基部側の注入口からは瞬結性薬液が、先
端の吐出口からは緩結性薬液がそルぞn同時にまたは時
間間隔を置いて注入さ扛、いわゆる複合注入さnる。
In this case, the liquids from the liquid feed hose FH1 and the liquid feed hose FH2 are combined, and then the combined liquid (slow-setting chemical liquid)
is fed through the fluid feed hose FH'. Three channels are formed in the injection tube R, one of which communicates with the discharge port at the tip of the injection tube R, and the other two channels are independently guided closer to the injection port on the base side. The two liquids from each channel n1 are injected from the injection port while being brought together, contacted and mixed. Further, an instant-setting drug solution is injected from the injection port on the base side, and a slow-setting drug solution is injected from the discharge port at the tip, either at the same time or at intervals, ie, so-called composite injection.

ところで、単位注入管の継ぎ足しや取外しの際などにお
いて通常、水による洗浄が行なわ扛るが、この水を遠く
の水タンクWから注入管Rへ導くのでは、その水タンク
Wから集中操作ユニットO8までの距離が長い場合など
において特に手間がかかる。そこで、集中操作ユニット
O8内またはその近傍に削氷タンクおよびその送給手段
等から構成さnる別の流体送給源W″を設けるとともに
、注入管Rへの送給ホースFH2。
Incidentally, cleaning with water is normally performed when adding or removing unit injection pipes, but if this water is led from a distant water tank W to the injection pipe R, it is necessary to remove the water from the water tank W to the central operation unit O8. This is especially time-consuming when the distance to the destination is long. Therefore, another fluid supply source W'' consisting of an ice cutting tank, its supply means, etc. is provided in or near the central operation unit O8, and a supply hose FH2 to the injection pipe R is provided.

FHa 、FH4に副切換手段Ql、Q2.Q3たとえ
ば切換弁を設けておく0いま送液ホースFH’。
FHa, FH4 are provided with sub-switching means Ql, Q2. Q3 For example, the liquid sending hose FH' is equipped with a switching valve.

FH3、FH4内および注入管R内の各流路を洗浄する
場合、副切換手段Q!、Q2− O3を作動させて、各
ホースを流扛る液に代えて別の流体送給源W″から水を
注入管R内の各流路に送給改洗浄する。洗浄が終了して
再注入の場合、副切換手段Q1− O2、O3を作動さ
せ元の液を流せばよい。この場合、副切換手段Q1− 
O2、O3の手前には逆止弁を設けるのが望ましい。ま
た別の流体送給源W′を設ける際、水送給に当ってエア
ーの圧力により送給する方式を採る場合、エアー源Aを
設ける。さらにもし注入管Rの各流路内を空にしたい場
合、エアー源Aを前述の切換手段Ql 、 O2−Qa
と同様な方式で設けた他の切換手段(図示せず)に接続
しておき、送給液に代えてエアーを送給す扛ば、容易に
各流路内を空にできる0 第5図は、グラウトG’A、 GB、 Qc、 Qnの
4種のグラウトを、4つの切替弁Vl−V4 k用い、
かつ2台のグラウトポンプP、Pを用い、4流路注入管
へ送給し、管の先端およびそ扛より基部側の注入口(図
示せず)から同時または相互に時間間隔を置いて複合注
入する例である0第2図〜第5図の例も操作管理態様は
、第1図の場合とほぼ同様なので、詳述はしない0また
、上記いず扛の場合も、1本の注入管についての例であ
るが、ある対象地盤に複数本の注入管をセラ)fる場合
、そnに伴って操作管理装置やポンプ等の機器を増設す
nばよい。
When cleaning each flow path in FH3, FH4 and injection pipe R, sub-switching means Q! , Q2-O3 is activated to supply water from another fluid supply source W'' to each channel in the injection pipe R instead of the liquid flowing through each hose for re-cleaning. In the case of injection, it is sufficient to operate the sub-switching means Q1-O2 and O3 to flow the original liquid.In this case, the sub-switching means Q1-
It is desirable to provide a check valve before O2 and O3. Furthermore, when providing another fluid supply source W', an air source A is provided when a method of supplying water using air pressure is adopted. Furthermore, if it is desired to empty each flow path of the injection pipe R, the air source A is switched between the aforementioned switching means Ql and O2-Qa.
Each channel can be easily emptied by connecting it to another switching means (not shown) provided in the same manner as shown in Fig. 5, and supplying air instead of the supplied liquid. uses four types of grouts, G'A, GB, Qc, and Qn, using four switching valves Vl-V4k,
In addition, two grout pumps P and P are used to feed the grout to the four-channel injection pipe, and from the tip of the pipe and the injection port (not shown) on the base side of the grout, simultaneously or at mutually spaced intervals. In the examples shown in Figures 2 to 5, which are injection examples, the operational management aspects are almost the same as those in Figure 1, so we will not discuss them in detail. As an example of pipes, if a plurality of injection pipes are installed in a certain target ground, equipment such as operation management devices and pumps may be added accordingly.

なお、上記例において、操作管理装置は注入管設置機と
別体としたが、一体化することも本発明の要旨内である
In the above example, the operation management device is separate from the injection tube installation machine, but it is also within the scope of the present invention to integrate them.

以上の通り、本発明は、貯槽とグラウトポンプとの間に
吸込液切替手段を配設し、またグラウトポンプと注入管
との間であって設置注入管の近傍に集中操作ユニットを
設け、と扛によって吸込液(送給液)7)切替えを自動
的に行うので、吸込ホース近傍での作業員は−Hセット
す扛ばその後不要であって、実質的に1人で注入施工が
でき経済的であるとともに、従来のような連絡ミスを確
実に防止でき信頼性の高い施工を達成できる0また切替
えも迅速かつ正確にでき、貯槽付近が汚することがない
。さらに、従来例としてのリターン方式に比較す扛ば、
設備費などの点できわめて経済的である。特に本発明に
おいて、注目さ扛るべき点は、実際に設置した注入管近
傍で切替えを操作する点であって、これによ扛ば、現注
入管の設置状況、注入孔の状況、たとえば注入管がどの
ような態様で穿孔中とか、注入孔からスライムが排出さ
nているか等の状況を、あるいは突発的な変化状況を把
握できるから、対象地盤に対してきめ細かな薬液注入管
理を達成できる0この点で、従来一部にみらnる集中管
理側からの管理の限界および問題を一挙に解決できる。
As described above, the present invention provides a suction liquid switching means between the storage tank and the grout pump, and a centralized operation unit between the grout pump and the injection pipe and near the installed injection pipe. Since the suction liquid (feeding liquid) 7) is automatically switched by pulling, there is no need for a worker near the suction hose once the -H is set, and the injection work can be done virtually by one person, making it economical. In addition, it is possible to reliably prevent communication errors as in the past and achieve highly reliable construction.In addition, switching can be done quickly and accurately, and the vicinity of the storage tank will not be contaminated. Furthermore, compared to the conventional return method,
It is extremely economical in terms of equipment costs, etc. Particularly noteworthy in the present invention is that the switching operation is performed near the actually installed injection tube, and by this, it is possible to check the installation status of the current injection tube, the status of the injection hole, etc. Since it is possible to grasp the situation such as how the pipe is being drilled, whether slime is being discharged from the injection hole, or sudden changes, it is possible to achieve detailed chemical injection management for the target ground. 0 In this respect, the limitations and problems of management from the centralized management side that have been seen in some conventional systems can be solved at once.

他方、第2発明では、上記効果の他、別の流体送給源と
副切換手段とを付設したので、流路の洗浄時などにおい
て迅速な流体の置換を行うことができる0
On the other hand, in the second invention, in addition to the above-mentioned effects, since another fluid supply source and a sub-switching means are provided, the fluid can be quickly replaced when cleaning the flow path, etc.

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

第1図は本発明法を実施するための注入設備の配置を示
すフローシート、第2図〜第4図は態様を異にする配置
例のフローシートである。 G、GA−GD・・グラウト(貯槽) W・・水(貯槽)  V、V、〜v4・・切換弁P・・
グラウトポンプ O8・・集中操作ユニットR・・注入
FIG. 1 is a flow sheet showing the arrangement of injection equipment for carrying out the method of the present invention, and FIGS. 2 to 4 are flow sheets of different arrangement examples. G, GA-GD... Grout (storage tank) W... Water (storage tank) V, V, ~v4... Switching valve P...
Grout pump O8... Central operation unit R... Injection pipe

Claims (2)

【特許請求の範囲】[Claims] (1)複数の貯槽からの液をグラウトポンプにより圧送
し注入管へ送給するに当って、貯槽とグラウトポンプと
の間に吸込源切替手段を配設し、この吸込源切替手段か
ら対応する複数の貯槽へ吸込流路を連通させておき、グ
ラウトポンプと注入管との間であって設置注入管の近傍
に集中操作ユニットを設け、この集中操作ユニットによ
る操作により前記吸込液切、替手段を動作させ、吸込液
の選択切替えを自動的に行うことを特徴とする薬液注入
管理方法0
(1) When liquid from a plurality of storage tanks is pumped by a grout pump and sent to an injection pipe, a suction source switching means is provided between the storage tank and the grout pump, and the suction source switching means handles the problem. A suction channel is communicated with a plurality of storage tanks, and a centralized operation unit is provided between the grout pump and the injection pipe and near the installed injection pipe, and the suction liquid switching and switching means are operated by the centralized operation unit. A chemical liquid injection management method 0 characterized by operating the system and automatically switching the suction liquid selection.
(2)複数の貯槽からの液をグラウトポンプにより注入
管へ圧送可能でかつ前記液に代えて注入管近傍から別に
用意さ扛た流体を注入管へ送給可能な装置であって、貯
槽とグラウトポンプとの間に配設さlt′L′fc吸込
液切替手段と、この吸込源切替手段と対応する複数の貯
槽へ連通する吸込流路と、グラウトポンプと注入管との
間であって設置注入管の近傍に設けら扛、かつ前記吸込
源切替手段を動作させ吸込液の選択切替えを行うための
集中操作ユニットと、この集中操作ユニット内またはそ
の近傍に設けら扛た別の流体送給源と、前記集中操作ユ
ニットによる操作によりこの集中操作ユニット部位へ導
かnる液に代えて別の流体送給源からの流体を注入管へ
送給すべく切換る副切換手段とを備えたことを特徴とす
る薬液注入管理装置。
(2) A device capable of force-feeding liquid from a plurality of storage tanks to an injection pipe using a grout pump, and capable of feeding a separately prepared fluid to the injection pipe from near the injection pipe in place of the liquid; lt'L'fc suction liquid switching means disposed between the grout pump, a suction flow path communicating with the plurality of storage tanks corresponding to the suction source switching means, and between the grout pump and the injection pipe. A central operation unit provided near the installed injection pipe and for operating the suction source switching means to select and switch the suction liquid, and another fluid delivery system provided within or near the central operation unit. A supply source, and a sub-switching means for switching to feed fluid from another fluid supply source to the injection pipe instead of the liquid guided to the central operation unit section by operation by the central operation unit. Characteristic chemical injection management device.
JP1787982A 1982-02-06 1982-02-06 Control method and apparatus for grout injection pipe Pending JPS58218511A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1787982A JPS58218511A (en) 1982-02-06 1982-02-06 Control method and apparatus for grout injection pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1787982A JPS58218511A (en) 1982-02-06 1982-02-06 Control method and apparatus for grout injection pipe

Publications (1)

Publication Number Publication Date
JPS58218511A true JPS58218511A (en) 1983-12-19

Family

ID=11955973

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1787982A Pending JPS58218511A (en) 1982-02-06 1982-02-06 Control method and apparatus for grout injection pipe

Country Status (1)

Country Link
JP (1) JPS58218511A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01154914A (en) * 1987-12-14 1989-06-16 Furonto Eng Kk Controller for injection of ground improving agent
EP0491964A1 (en) * 1990-07-24 1992-07-01 Sunearth Co., Ltd. Apparatus for injecting soil conditioning fluid
JPH05247924A (en) * 1992-03-04 1993-09-24 Sanaasu:Kk Ground improving equipment
JPH0649836A (en) * 1992-06-15 1994-02-22 Kyokado Eng Co Ltd Grouting system
JPH06116940A (en) * 1992-01-14 1994-04-26 Nit Co Ltd Ground improving method and device therefor
JP2007247175A (en) * 2006-03-14 2007-09-27 Shinwa Techno:Kk Grouting method
JP2020105780A (en) * 2018-12-27 2020-07-09 Soeiホールディングス株式会社 Chemical injection pump

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55142816A (en) * 1979-04-20 1980-11-07 Kyokado Eng Co Ltd Constructing method and device by using composite grout
JPS5612417A (en) * 1979-07-10 1981-02-06 Japan Steel & Tube Constr Co Ltd Chemical injection apparatus
JPS5646641B2 (en) * 1976-08-19 1981-11-05

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5646641B2 (en) * 1976-08-19 1981-11-05
JPS55142816A (en) * 1979-04-20 1980-11-07 Kyokado Eng Co Ltd Constructing method and device by using composite grout
JPS5612417A (en) * 1979-07-10 1981-02-06 Japan Steel & Tube Constr Co Ltd Chemical injection apparatus

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01154914A (en) * 1987-12-14 1989-06-16 Furonto Eng Kk Controller for injection of ground improving agent
EP0491964A1 (en) * 1990-07-24 1992-07-01 Sunearth Co., Ltd. Apparatus for injecting soil conditioning fluid
JPH06116940A (en) * 1992-01-14 1994-04-26 Nit Co Ltd Ground improving method and device therefor
JPH05247924A (en) * 1992-03-04 1993-09-24 Sanaasu:Kk Ground improving equipment
JPH0649836A (en) * 1992-06-15 1994-02-22 Kyokado Eng Co Ltd Grouting system
JP2007247175A (en) * 2006-03-14 2007-09-27 Shinwa Techno:Kk Grouting method
JP2020105780A (en) * 2018-12-27 2020-07-09 Soeiホールディングス株式会社 Chemical injection pump

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