JPH04306309A - Geological improving chemical grouting device - Google Patents

Geological improving chemical grouting device

Info

Publication number
JPH04306309A
JPH04306309A JP7107191A JP7107191A JPH04306309A JP H04306309 A JPH04306309 A JP H04306309A JP 7107191 A JP7107191 A JP 7107191A JP 7107191 A JP7107191 A JP 7107191A JP H04306309 A JPH04306309 A JP H04306309A
Authority
JP
Japan
Prior art keywords
pump
boring machine
device main
main body
chemical
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.)
Granted
Application number
JP7107191A
Other languages
Japanese (ja)
Other versions
JPH07111051B2 (en
Inventor
Kikuo Naganari
永成菊男
Tomio Seko
瀬古富雄
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIPPON KENSETSU KIKAI SHOJI KK
SANAASU KK
Original Assignee
NIPPON KENSETSU KIKAI SHOJI KK
SANAASU 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 KENSETSU KIKAI SHOJI KK, SANAASU KK filed Critical NIPPON KENSETSU KIKAI SHOJI KK
Priority to JP3071071A priority Critical patent/JPH07111051B2/en
Priority to DE69108206T priority patent/DE69108206T2/en
Priority to EP91913092A priority patent/EP0491964B1/en
Priority to PCT/JP1991/000979 priority patent/WO1992001840A1/en
Priority to US07/856,974 priority patent/US5346334A/en
Publication of JPH04306309A publication Critical patent/JPH04306309A/en
Publication of JPH07111051B2 publication Critical patent/JPH07111051B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE:To save the energy of work with a geological improving chemical grouting device, and execute good work exactly and easily. CONSTITUTION:In a geological improving chemical grouting device 1 having a device main-body 3, and a boring machine 4 set at a position separated from the device main-body 3, the device main-body 3 has a water tank 5, chemical tanks 6, 7, a pump 8 for pressure-feeding water, chemicals, and the like, and change-over valves 11, 12 for switching conduit lines 6b, 7b to the pump 8 from the water tank 5 and the chemical tanks 6, 7. The boring machine 4 has a hollow rod 21 with a hole-saw type cutter 23 fitted at the tip, and at the tip of the hollow rod 21, the discharge port of chemicals or the like to be pressure- fed from the pump 8 is formed. In connection with the boring machine 4 and the device main-body 3 jointed to each other with conduit lines 14, 15, an operating board 26 for enabling the remote scanning of the change-over valves 11, 12 to be performed is formed separately from the device main-body 3.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】この発明は、地下工事等、とくに
立坑と立坑との間にヒューム管や鋼管等の管を通す工事
における地盤強化のため、地質改良薬液を注入する地質
改良薬液注入装置に関するものである。
[Industrial Application Field] This invention is a geological improvement chemical injection device for injecting a geological improvement chemical in order to strengthen the ground in underground construction work, etc., especially in construction where pipes such as Hume pipes and steel pipes are passed between shafts. It is related to.

【0002】0002

【従来の技術】この種の地質改良薬液注入装置は、工事
現場である立坑等の外部近傍に薬液タンクやポンプ等か
らなる装置本体を配置するとともに、工事現場である立
坑等の内部にボーリングマシンを配置して、装置本体と
ボーリングマシンとの間をホース等の管路で接続して全
体を構成している。
[Prior Art] This type of geological improvement chemical injection device has a device body consisting of a chemical tank, a pump, etc. located near the outside of a construction site, such as a shaft, and a boring machine inside the construction site, such as a shaft. The equipment body and the boring machine are connected through a conduit such as a hose to form the entire system.

【0003】そのため、かかる地質改良薬液注入装置に
よる作業は、立坑外の装置本体側で操作,管理を行なう
作業者と、立坑内でボーリングマシンの操作,管理を行
なう作業者とによる共同作業として行なわれている。
[0003] Therefore, work using such geological improvement chemical injection equipment is carried out as a joint work by a worker who operates and manages the equipment itself outside the shaft, and a worker who operates and manages the boring machine inside the shaft. It is.

【0004】0004

【発明が解決しようとする課題】ところで、かかる地質
改良薬液注入装置を用いた作業においても、人手不足等
の事情から省力化が求められているとともに、良好な作
業が確実に行なわれることも必要である。
[Problem to be solved by the invention] By the way, even in work using such geological improvement chemical injection equipment, labor saving is required due to circumstances such as a labor shortage, and it is also necessary to ensure that good work is performed. It is.

【0005】この発明は、このような背景に基づいてな
されたもので、地質改良薬液注入装置による作業の省力
化を図るとともに、良好な作業を確実に行なうことを容
易にすることを目的とするものである。
[0005] This invention was made based on this background, and aims to save labor in the work using a geological improvement chemical injection device and to facilitate reliable work. It is something.

【0006】[0006]

【課題を解決するための手段】この目的を達成するため
に、請求項1記載の発明は、装置本体と、この装置本体
から離間した位置に配置されたボーリングマシンとを有
する地質改良薬液注入装置であって、前記装置本体は、
水タンクと,薬液タンクと,水や薬液等を圧送するポン
プと,前記水タンクおよび薬液タンクから前記ポンプに
至る管路を切り換える切換弁とを有し、前記ボーリング
マシンは、先端に穿孔具を装着した中空ロッドを有する
とともに、その中空ロッドの先端に前記ポンプから圧送
する薬液等の吐出口を形成し、このボーリングマシンと
前記装置本体との間を管路で接続したものにおいて、前
記切換弁の遠隔操作を可能とする操作盤を前記装置本体
とは別体に形成したことを特徴とする。
[Means for Solving the Problems] In order to achieve this object, the invention according to claim 1 provides a geological improvement chemical injection device having a device main body and a boring machine disposed at a position apart from the device main body. The device main body includes:
The boring machine has a water tank, a chemical liquid tank, a pump for pumping water, a chemical liquid, etc., and a switching valve for switching a pipe line from the water tank and the chemical liquid tank to the pump, and the boring machine has a drilling tool at the tip. The switching valve has a hollow rod attached thereto, and a discharge port for the chemical liquid or the like to be pumped from the pump is formed at the tip of the hollow rod, and the boring machine and the device main body are connected by a conduit. The apparatus is characterized in that an operation panel that enables remote control of the apparatus is formed separately from the main body of the apparatus.

【0007】[0007]

【作用】請求項1記載の発明によれば、この種の地質改
良薬液注入装置による作業において、必ず行なうべき水
と薬液との切り換えが、ボーリングマシンの近傍の位置
から直ちに行なうことができる。
According to the invention as set forth in claim 1, the switching between water and chemical, which must be performed in operations using this type of geological improvement chemical injection device, can be performed immediately from a position near the boring machine.

【0008】そのため、装置本体側の作業者の作業が軽
減し、省力化が行なわれる。そのうえ、ボーリングマシ
ン側の作業者が行なうので、ボーリングマシンによる穿
孔状況を確認しつつ切換操作をすることができ、適切な
タイミングに切り換えることにより良好な作業を確実に
行なうことができる。
[0008] Therefore, the work of the operator on the apparatus main body side is reduced, resulting in labor savings. Furthermore, since the operator on the boring machine side performs the switching operation, the switching operation can be performed while checking the drilling status of the boring machine, and by switching at an appropriate timing, it is possible to perform the work reliably.

【0009】[0009]

【実施例】以下、図面に示す一実施例によりこの発明を
説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be explained below with reference to an embodiment shown in the drawings.

【0010】図において、1は地盤改良薬液注入装置(
以下、単に装置という)を示し、2は工事現場としての
立坑である。
In the figure, 1 is a soil improvement chemical injection device (
2 is a shaft as a construction site.

【0011】装置1は、装置本体3と水平ボーリングマ
シン(以下、マシンという)4とを有するとともに、こ
れらの装置本体3とマシン4との間を連結するホースや
電気ケーブル類および操作盤とにより全体が構成されて
いる。
The device 1 has a device main body 3 and a horizontal boring machine (hereinafter referred to as the machine) 4, as well as hoses, electric cables, and an operation panel that connect the device main body 3 and the machine 4. The whole is composed.

【0012】装置本体3は、その全体をトラックの荷台
上に装着したものである。
The device main body 3 is entirely mounted on the bed of a truck.

【0013】この装置本体3は、水タンク5と、2液式
の地盤改良薬液であるA液用タンク6とB液用タンク7
とを有し、これらの水や薬液を圧送するポンプ8を備え
ている。
This device main body 3 includes a water tank 5, a tank 6 for liquid A, and a tank 7 for liquid B, which are two-component soil improvement chemicals.
It is equipped with a pump 8 that pumps these water and chemical solutions.

【0014】薬液タンクとしての前記A液用タンク6お
よびB液用タンク7には、それぞれ撹拌機6a,7aが
設けられており、これらの撹拌機6a,7aで撹拌して
適正に調整されたA液あるいはB液がそれぞれ前記A液
用タンク6あるいはB液用タンク7に供給されるように
なっている。
The A liquid tank 6 and the B liquid tank 7, which serve as chemical liquid tanks, are provided with agitators 6a and 7a, respectively, and the agitators 6a and 7a are used to agitate and adjust the liquid appropriately. The A liquid or the B liquid is supplied to the A liquid tank 6 or the B liquid tank 7, respectively.

【0015】前記ポンプ8は、四筒二連型のケミカルポ
ンプであって、独立した2系統において同一の吐出動作
を行なうもので、このポンプ8は電動モータで駆動され
るとともに、その駆動はポンプ制御盤8aによりインバ
ータで吐出量を可変として制御されている。
The pump 8 is a four-cylinder dual type chemical pump that performs the same discharge operation in two independent systems.The pump 8 is driven by an electric motor, and is driven by the pump. The discharge amount is variably controlled by an inverter by a control panel 8a.

【0016】そして、前記A液用タンク6およびB液用
タンク7から前記ポンプ8には、それぞれA液用管路6
bとB液用管路7bとが前記2系統に振り分けて接続さ
れており、これらの管路6b,7bにはそれぞれ切換弁
11,12が設置されている。
A liquid pipe line 6 is connected from the A liquid tank 6 and the B liquid tank 7 to the pump 8, respectively.
B liquid pipe line 7b is distributed and connected to the two systems, and switching valves 11 and 12 are installed in these pipe lines 6b and 7b, respectively.

【0017】これらの切換弁11,12には前記水タン
ク5から延びる給水管5a,5bがそれぞれ接続されて
いる。
Water supply pipes 5a and 5b extending from the water tank 5 are connected to these switching valves 11 and 12, respectively.

【0018】前記切換弁11はポンプ8に供給する水と
A液との切り換えを行い,切換弁12は水とB液との切
り換えを行なうものであり、これらの切換弁11,12
の動作は弁制御ボックス10からの出力にしたがって行
なわれるものである。
The switching valve 11 switches between water and liquid A to be supplied to the pump 8, and the switching valve 12 switches between water and liquid B.
The operation is performed according to the output from the valve control box 10.

【0019】これらの切換弁11,12は不図示のエア
シリンダで開閉駆動されるものであって、コンプレッサ
13から供給される圧縮空気により駆動するようになっ
ている。
These switching valves 11 and 12 are driven to open and close by an air cylinder (not shown), and are driven by compressed air supplied from a compressor 13.

【0020】前記ポンプ8の二系統の各吐出口には、前
記マシン4に向けて耐圧ホースからなるA液供給管路1
4とB液供給管路15とが接続されており、前記A液供
給管路14側のみには、電磁流量計からなる流量計16
が設置されている。
[0020] Each of the two discharge ports of the pump 8 has a liquid A supply conduit 1 consisting of a pressure-resistant hose directed toward the machine 4.
4 and the B liquid supply pipe 15 are connected, and only on the A liquid supply pipe 14 side is a flowmeter 16 consisting of an electromagnetic flowmeter.
is installed.

【0021】これは、この実施例におけるポンプ8が前
記のように二連型であり、各系統での吐出動作が同一で
あるのでA液供給管路14の流量を計測することにより
、マシン4への薬液の供給量を把握することができるか
らである。
This is because the pump 8 in this embodiment is of the dual type as described above, and the discharge operation in each system is the same, so by measuring the flow rate of the A liquid supply pipe 14, the machine 4 This is because it is possible to grasp the supply amount of the chemical solution to.

【0022】前記A液供給管路14とB液供給管路15
の先端は、立坑2内に配置されたマシン4の中空ロッド
21の後端にスイベルコネクタ22を介して接続され、
中空ロッド21内を経て先端の吐出口から前記水や薬液
を吐出するようになっている。
The A liquid supply pipe 14 and the B liquid supply pipe 15
is connected to the rear end of the hollow rod 21 of the machine 4 placed in the shaft 2 via a swivel connector 22,
The water or chemical liquid is discharged from the discharge port at the tip of the hollow rod 21 through the interior of the hollow rod 21.

【0023】なお、この吐出口は図示しないが、後述の
ホルソー型カッタ23の内側中心に形成されている。
Although this discharge port is not shown, it is formed at the center of the inside of the hole-saw type cutter 23, which will be described later.

【0024】そして、前記中空ロッド21の先端には、
穿孔具としてのホルソー型カッタ23が装着されており
、中空ロッド21を電動モータ24で軸まわりに回転駆
動することにより前記ホルソー型カッタ23が立坑2の
壁面に設置された鋼矢板および地盤に穿孔するようにな
っている。
[0024] At the tip of the hollow rod 21,
A hole saw type cutter 23 is installed as a drilling tool, and by rotating the hollow rod 21 around its axis with an electric motor 24, the hole saw type cutter 23 is used to drill holes in the steel sheet pile installed on the wall of the shaft 2 and in the ground. It is supposed to be done.

【0025】このように、この装置1においては、ホル
ソー型カッタ23で鋼矢板と地盤との双方に穿孔するも
のであるため、また地盤の硬さの如何によって、ホルソ
ー型カッタ23の回転速度を監視し,適宜調整すること
が好ましく、そのため、前記電動モータ24はマシン用
制御盤25により制御されている。
As described above, in this device 1, since the hole saw type cutter 23 is used to perforate both the steel sheet pile and the ground, the rotational speed of the hole saw type cutter 23 is controlled depending on the hardness of the ground. It is preferable to monitor and adjust accordingly, and for this purpose the electric motor 24 is controlled by a machine control board 25.

【0026】すなわち、このマシン用制御盤25は、マ
シン4の電源を制御してインバータにより前記電動モー
タ24の回転速度を可変に制御するものであるが、後述
のように装置1のメインコントローラの機能を有するも
のである。
That is, the machine control panel 25 controls the power supply of the machine 4 and variably controls the rotational speed of the electric motor 24 using an inverter. It has a function.

【0027】そして、このマシン用制御盤25と前記ポ
ンプ用制御盤8aにケーブルを介して接続された操作盤
26が携帯型として軽量コンパクトに装置本体3とは別
体に形成されており、この操作盤26は立坑2内のマシ
ン4の近傍位置に配置されている。
[0027] An operation panel 26 connected to the machine control panel 25 and the pump control panel 8a via a cable is formed as a portable, lightweight and compact body separately from the device main body 3. The operation panel 26 is placed near the machine 4 in the shaft 2.

【0028】この操作盤26には、前記切換弁11,1
2の開閉状態を操作する操作スイッチ31と、前記ポン
プ8の回転速度の表示器32およびその回転速度の調節
つまみ33と、前記流量計16が計測した流量の表示器
35と、前記電動モータ24による中空ロッド21の回
転速度表示器36およびその回転速度の調節つまみ37
等が設けられている(図2参照)。
The operation panel 26 includes the switching valves 11, 1
2, an indicator 32 for the rotational speed of the pump 8 and a knob 33 for adjusting the rotational speed, an indicator 35 for the flow rate measured by the flowmeter 16, and the electric motor 24. Rotation speed indicator 36 of the hollow rod 21 and its rotation speed adjustment knob 37
etc. (see Figure 2).

【0029】前記切換弁11,12の開閉状態を操作す
る操作スイッチ31は、マシン用制御盤25および弁制
御ボックス10を経て出力することにより前記各切換弁
11,12に開閉動作を行なわせるものである。
The operation switch 31 for controlling the opening/closing state of the switching valves 11 and 12 causes the switching valves 11 and 12 to perform opening and closing operations by outputting through the machine control panel 25 and the valve control box 10. It is.

【0030】前記ポンプ8の回転速度の表示器32およ
びその回転速度の調節つまみ33は、前記ポンプ用制御
盤8aとの間で直接入出力を行い,ポンプ8の回転速度
を表示し,またその回転速度の調整操作を行なうもので
ある。
The rotational speed indicator 32 of the pump 8 and its rotational speed adjustment knob 33 perform direct input/output with the pump control panel 8a, display the rotational speed of the pump 8, and display the rotational speed of the pump 8. This is used to adjust the rotational speed.

【0031】流量の表示器35は、前記流量計16が計
測した流量信号を前記マシン用制御盤25を経て表示す
るものである。
The flow rate display 35 displays the flow rate signal measured by the flow meter 16 via the machine control panel 25.

【0032】前記電動モータ24による中空ロッド21
の回転速度表示器36は、マシン4に設置された不図示
の回転計からの信号を、一旦前記マシン用制御盤25を
経た後に表示するものである。また、中空ロッド21の
回転速度の調節つまみ37は、これを操作することによ
って、前記マシン用制御盤25による制御目標値として
の電源電流の値を変更するもので、これによって中空ロ
ッド21の回転速度の調整が行なわれるものである。
Hollow rod 21 driven by the electric motor 24
The rotational speed indicator 36 is for displaying a signal from a tachometer (not shown) installed in the machine 4 once it has passed through the machine control panel 25. The rotation speed adjustment knob 37 of the hollow rod 21 is operated to change the value of the power supply current as a control target value by the machine control panel 25, thereby causing the rotation of the hollow rod 21. The speed is adjusted.

【0033】このような操作盤26を立坑2内のマシン
4の近傍に設置することにより、マシン4を操作する作
業者は、この操作盤26の各表示を直接監視しながら、
マシン4の操作や切換弁11,12の操作等の作業を行
なうことができる。
By installing such an operation panel 26 near the machine 4 in the shaft 2, the operator who operates the machine 4 can directly monitor each display on the operation panel 26 while
Work such as operating the machine 4 and switching valves 11 and 12 can be performed.

【0034】すなわち、この装置1による目的作業とし
てのマシン4による穿孔状態等を直接監視しながら、こ
の操作盤26により付随作業の状況を監視し,あるいは
付随作業を行なうことができるのでタイミング良く適切
な作業が行いやすく、付随作業の遅れ等により目的作業
に支障を生じるおそれが軽減するので作業性が向上する
That is, while directly monitoring the state of drilling by the machine 4, which is the target work of this device 1, it is possible to monitor the status of the accompanying work or perform the accompanying work using the operation panel 26, so that it is possible to perform the relevant work in a timely manner. This improves work efficiency because it makes it easier to carry out tasks and reduces the risk of hindrance to the desired task due to delays in related tasks.

【0035】そのうえ、装置本体3側で行なうべき作業
が軽減するから、作業の省力化が図られ、通常の作業に
おいては、装置本体3側での作業者はその他の作業と兼
任して行なったり、無人とすることも可能である。
Furthermore, since the work to be performed on the device main body 3 side is reduced, labor saving is achieved, and during normal work, the worker on the device main body 3 side can also perform other tasks. , it is also possible to leave it unmanned.

【0036】[0036]

【発明の効果】以上説明したように、請求項1記載の発
明によれば、この種の地質改良薬液注入装置による作業
において、必ず行なうべき水と薬液との切り換えが、ボ
ーリングマシンの近傍の位置から直ちに行なうことがで
きる。
[Effects of the Invention] As explained above, according to the invention set forth in claim 1, the switching between water and the chemical, which must be performed in the work using this type of geological improvement chemical injection device, can be performed at a location near the boring machine. You can do it immediately.

【0037】そのため、装置本体側の作業者の作業が軽
減し、省力化が行なわれる。そのうえ、ボーリングマシ
ン側の作業者が行なうので、ボーリングマシンによる穿
孔状況を確認しつつ切換操作をすることができ、適切な
タイミングに切り換えることにより良好な作業を確実に
行なうことができる。
[0037] Therefore, the work of the operator on the apparatus main body side is reduced, resulting in labor savings. Furthermore, since the operator on the boring machine side performs the switching operation, the switching operation can be performed while checking the drilling status of the boring machine, and by switching at an appropriate timing, it is possible to perform the work reliably.

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

【図1】実施例の地盤改良薬液注入装置の全体概要図で
ある。
FIG. 1 is an overall schematic diagram of a soil improvement chemical injection device according to an embodiment.

【図2】操作盤の表面図である。FIG. 2 is a surface view of the operation panel.

【符号の説明】[Explanation of symbols]

1  地盤改良薬液注入装置 3  装置本体 4  水平ボーリングマシン 5  水タンク 6  A液用タンク 7  B液用タンク 8  ポンプ 11,12  切換弁 14  A液供給管路 15  B液供給管路 16  流量計 21  中空ロッド 23  ホルソー型カッタ(穿孔具) 24  電動モータ 26  操作盤 35  表示器 36  表示器 37  調節つまみ 1 Ground improvement chemical injection device 3 Device body 4. Horizontal boring machine 5 Water tank 6 Tank for liquid A 7 B liquid tank 8 Pump 11, 12 Switching valve 14 A liquid supply pipe 15 B liquid supply pipe 16 Flow meter 21 Hollow rod 23 Hole saw type cutter (drilling tool) 24 Electric motor 26 Operation panel 35 Display 36 Display 37 Adjustment knob

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】  装置本体と、この装置本体から離間し
た位置に配置されたボーリングマシンとを有する地質改
良薬液注入装置であって、前記装置本体は、水タンクと
,薬液タンクと,水や薬液等を圧送するポンプと,前記
水タンクおよび薬液タンクから前記ポンプに至る管路を
切り換える切換弁とを有し、前記ボーリングマシンは、
先端に穿孔具を装着した中空ロッドを有するとともに、
その中空ロッドの先端に前記ポンプから圧送する薬液等
の吐出口を形成し、このボーリングマシンと前記装置本
体との間を管路で接続したものにおいて、前記切換弁の
遠隔操作を可能とする操作盤を前記装置本体とは別体に
形成したことを特徴とする地質改良薬液注入装置。
1. A geological improvement chemical injection device comprising a device main body and a boring machine located at a distance from the device main body, the device main body comprising a water tank, a chemical tank, and a water tank, a chemical tank, and a boring machine that is arranged at a distance from the device main body. The boring machine has a pump that pressure-feeds water, etc., and a switching valve that switches pipelines from the water tank and the chemical tank to the pump,
It has a hollow rod with a piercing tool attached to its tip, and
An operation that enables remote control of the switching valve in a device in which a discharge port for the chemical liquid or the like to be pumped from the pump is formed at the tip of the hollow rod, and the boring machine and the device main body are connected by a pipe line. A chemical injection device for geological improvement, characterized in that a plate is formed separately from the main body of the device.
【請求項2】  請求項1記載の地質改良薬液注入装置
において、前記操作盤には前記ボーリングマシンの回転
速度の表示器とボーリングマシンの回転速度調整器とを
設けたことを特徴とする地質改良薬液注入装置。
2. The geological improvement chemical injection device according to claim 1, wherein the operation panel is provided with an indicator for the rotational speed of the boring machine and a rotational speed regulator for the boring machine. Chemical injection device.
【請求項3】  請求項2記載の地質改良薬液注入装置
において、前記装置本体中に前記ポンプによる吐出流量
を計測する流量計を設置するとともに、前記操作盤には
前記流量計の計測値を表示する表示器を設けたことを特
徴とする地質改良薬液注入装置。
3. The geological improvement chemical injection device according to claim 2, wherein a flow meter for measuring the discharge flow rate by the pump is installed in the device body, and the measurement value of the flow meter is displayed on the operation panel. 1. A chemical injection device for geological improvement, characterized by being equipped with an indicator.
JP3071071A 1990-07-24 1991-04-03 Geological improvement chemical injection device Expired - Fee Related JPH07111051B2 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP3071071A JPH07111051B2 (en) 1991-04-03 1991-04-03 Geological improvement chemical injection device
DE69108206T DE69108206T2 (en) 1990-07-24 1991-07-23 DEVICE FOR INJECTING LIQUID TO IMPROVE THE SOIL.
EP91913092A EP0491964B1 (en) 1990-07-24 1991-07-23 Apparatus for injecting soil conditioning fluid
PCT/JP1991/000979 WO1992001840A1 (en) 1990-07-24 1991-07-23 Apparatus for injecting soil conditioning fluid
US07/856,974 US5346334A (en) 1990-07-24 1991-07-24 Apparatus for injecting soil conditioning fluid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3071071A JPH07111051B2 (en) 1991-04-03 1991-04-03 Geological improvement chemical injection device

Publications (2)

Publication Number Publication Date
JPH04306309A true JPH04306309A (en) 1992-10-29
JPH07111051B2 JPH07111051B2 (en) 1995-11-29

Family

ID=13449927

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3071071A Expired - Fee Related JPH07111051B2 (en) 1990-07-24 1991-04-03 Geological improvement chemical injection device

Country Status (1)

Country Link
JP (1) JPH07111051B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018123598A (en) * 2017-02-02 2018-08-09 株式会社不動テトラ Rotary nozzle, ground improvement apparatus and ground improvement method using the rotary nozzle
JP2020109253A (en) * 2020-03-19 2020-07-16 株式会社不動テトラ Ground improvement device and ground improvement method

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7260873B2 (en) * 2018-12-27 2023-04-19 Soeiホールディングス株式会社 Double chemical injection pump
KR102514273B1 (en) * 2022-06-21 2023-03-27 백우열 On-site silica sol manufacturing device using chemical pump, medium-pressure jet grout jetting device for spraying silica sol and cement milk manufactured by this device, and ground improvement method using the same
KR102514277B1 (en) * 2022-06-21 2023-03-27 백우열 Silica sol on-site manufacturing device using chemical pump, low-pressure grouting tip injection device for spraying silica sol and cement milk manufactured by this device, and ground pressure injection improvement method using the same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5652217A (en) * 1979-10-03 1981-05-11 Toto Denki Kogyo Kk Management device for grouting
JPS60151934U (en) * 1984-03-19 1985-10-09 日立建機株式会社 Chemical injection control device for chemical injection plant

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5652217A (en) * 1979-10-03 1981-05-11 Toto Denki Kogyo Kk Management device for grouting
JPS60151934U (en) * 1984-03-19 1985-10-09 日立建機株式会社 Chemical injection control device for chemical injection plant

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018123598A (en) * 2017-02-02 2018-08-09 株式会社不動テトラ Rotary nozzle, ground improvement apparatus and ground improvement method using the rotary nozzle
JP2020109253A (en) * 2020-03-19 2020-07-16 株式会社不動テトラ Ground improvement device and ground improvement method

Also Published As

Publication number Publication date
JPH07111051B2 (en) 1995-11-29

Similar Documents

Publication Publication Date Title
US6454540B1 (en) Modular balanced foam flow system
US5346334A (en) Apparatus for injecting soil conditioning fluid
CN211274254U (en) Foaming device
AU2009226121B2 (en) Portable coring machine
JPH04306309A (en) Geological improving chemical grouting device
CN211250825U (en) Automatic control loop and control system of concrete stirring device
CN214888031U (en) Soil throwing system of power head of rotary drilling rig
CN115370382A (en) Self-balancing slurry return system for subway tunnel reinforcement construction and subway tunnel reinforcement method
JP3090601B2 (en) Horizontal boring machine
WO2018014399A1 (en) Pressure-balanced underwater tapping apparatus used by unmanned vessel
JPH0551919A (en) Horizontal boring machine
JPH04315605A (en) Connection section structure for hollow rod of geological improvement chemical feeder
CN111810464A (en) Bolt tightening device
KR101028225B1 (en) Grouting system and terminal apparatus used to the same
JP2004011306A (en) Ground drilling machine
CN220433611U (en) Grouting device for foundation engineering
JP2829899B2 (en) Breaker with watering device and watering device for breaker
CN218367551U (en) Cement mortar spraying operation vehicle
CN220195198U (en) Ejector device
JPH0483014A (en) Geologic improving chemical injecting device
JPH1072991A (en) Boring machine
KR100780931B1 (en) Lining apparatus for large size pipe line and lining method for large size pipe line
JP2617884B2 (en) Ground improvement material injection method and injection equipment used for it
CN106869109A (en) A kind of aerosol generating device supporting for soft soil foundation disturbance treatment operation
CN210031945U (en) Semi-automatic vacuum excavator

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20071129

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081129

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081129

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091129

Year of fee payment: 14

LAPS Cancellation because of no payment of annual fees