JPH0641947A - Automatic quality control method for chemical injection into ground and its control device - Google Patents

Automatic quality control method for chemical injection into ground and its control device

Info

Publication number
JPH0641947A
JPH0641947A JP19952492A JP19952492A JPH0641947A JP H0641947 A JPH0641947 A JP H0641947A JP 19952492 A JP19952492 A JP 19952492A JP 19952492 A JP19952492 A JP 19952492A JP H0641947 A JPH0641947 A JP H0641947A
Authority
JP
Japan
Prior art keywords
rod
injection
depth
ground
recording
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
JP19952492A
Other languages
Japanese (ja)
Inventor
Hide Kurosaki
秀 黒崎
Hidenori Anpo
秀範 安保
Yoshinobu Kaneko
義信 金子
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.)
Soil and Rock Engineering Co Ltd
Tokyo Electric Power Company Holdings Inc
Original Assignee
Tokyo Electric Power Co Inc
Soil and Rock Engineering Co Ltd
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 Tokyo Electric Power Co Inc, Soil and Rock Engineering Co Ltd filed Critical Tokyo Electric Power Co Inc
Priority to JP19952492A priority Critical patent/JPH0641947A/en
Publication of JPH0641947A publication Critical patent/JPH0641947A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To accomplish the improvement and automatization of quality control by constantly measuring and recording the depth of a boring rod, and measuring and recording the various measurement values, such as combination rate, injection quantity, injecting pressure and temperature, of injection chemical correspondently to the depth of the rod. CONSTITUTION:In the case of excavating a injection hole by a boring rod 6, the outputs of a rotary encoder or the like are integrated in order to continuously comprehend the depth of the tip of the rod 6 for displaying and recording it in a computing- recording device 3. After excavation, an injection agent is injected as the rod 6 is drawn out, and the depth of a rod tip part is continuously displayed and recorded in the device 3. In the case of injecting the injection agent, the combination rate of the injection agent A to liquid B is measured and computed, and outputted to the device 3 to the depth of the rod 6. In addition, the quantity, pressure and temperature of the injection agent are measured and outputted to the device 3 to the depth of the rod 6. Thus, the injection agent having fixed quality is injected into a fixed depth range under fixed pressure, flow rate and temperature, and therefore execution accuracy can be improved, and quality control can be automatized, and moreover execution record can be left.

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、土木、建築分野の薬
液注入工事における施工品質の管理方法、及び、施工品
質を容易に管理できる薬液地盤注入装置に関し、特に、
薬液注入工法における地盤中の薬液注入深度や各薬液の
配合率を自動的に記録してゆくことによって、薬液注入
工事の施工品質を精密・確実に管理する薬液地盤注入の
自動品質管理方法及び薬液地盤注入管理装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of controlling construction quality in a chemical solution injection work in the field of civil engineering and construction, and a chemical solution ground injection device capable of easily managing the construction quality.
An automatic quality control method for chemical liquid ground injection and a chemical liquid that accurately and reliably manage the construction quality of chemical liquid injection work by automatically recording the chemical liquid injection depth in the ground and the mixing ratio of each chemical liquid in the chemical liquid injection method The present invention relates to a ground injection management device.

【0002】[0002]

【従来の技術】薬液注入工法の代表例として例えば二重
管ロッド注入工法があるが、この二重管ロッド注入工法
は、二重構造になっているロッドの各々に主材(A液)
と硬化材(B液)とを流し込み、これをロッド先端部で
混合しながら地盤中に注入することによって、地盤を固
化させ地盤の強度や止水効果を高める地盤改良工法であ
る。ここで、A液とB液が混合されてから固結するまで
の時間(ゲルタイム)は、主として両材の種類と濃度に
より決定される。このゲルタイムは、地盤改良効果を左
右する重要な因子であり、設計では、対象地盤の状態に
応じて2〜3秒の瞬結性のものから数十分程度の緩結性
のものまで様々の薬液と配合が選択される。
2. Description of the Related Art A typical example of a chemical injection method is a double tube rod injection method. This double tube rod injection method is used as a main material (liquid A) for each rod having a double structure.
It is a ground improvement method in which the ground is solidified by pouring a hardening agent (liquid B) into the ground while mixing it at the tip of the rod and injecting it into the ground. Here, the time (gel time) from the mixing of liquid A and liquid B to the solidification is determined mainly by the type and concentration of both materials. This gel time is an important factor that influences the ground improvement effect, and depending on the condition of the target ground, the gel time varies from a quick setting of a few seconds to a setting of several tens of minutes. The drug solution and formulation are selected.

【0003】ところで、かかる薬液注入工事において、
設計段階で想定される地盤改良効果が、確実に実現され
たか否かを評価するためには、実際の注入施工時にど
ういう性質の薬液を(薬液の硬化特性を示すものであ
り、主としてゲルタイムによって評価される)、どの
ポイント(注入深度)に、どれだけの注入量を、ど
の位の吐出圧力によって注入したかを正確に知ることが
重要である。
By the way, in such chemical liquid injection work,
In order to evaluate whether or not the ground improvement effect expected at the design stage was reliably realized, what kind of chemical liquid (indicating the hardening characteristics of the chemical liquid during the actual injection construction) is evaluated mainly by gel time. However, it is important to know exactly at what point (injection depth), how much injection amount and how much injection pressure was applied.

【0004】かかる観点から、従来より、例えば流量計
や圧力計などを利用して薬液注入工事における地盤中
への薬液の注入量や、注入時の薬液の吐出圧力を連続
的に記録する等の方策を採ってきた。
From this point of view, conventionally, for example, a flow meter or a pressure gauge is used to continuously record the injection amount of the chemical solution into the ground in the chemical solution injection work and the discharge pressure of the chemical solution at the time of injection. I have taken measures.

【0005】[0005]

【発明が解決しようとする課題】しかし、従来の施工管
理では、どういう性質の薬液を、どのポイントに注
入したかについては、有効な管理を行っているとは言え
なかった。すなわち、ゲルタイムについては、注入前の
薬液の貯留槽からメスシリンダーなどにA液とB液を所
定量採取して、両者を混合してから固化するまでに要す
る時間を直接計時するなどの人手によるバッチ処理を行
う程度であった。このような方法では人的誤差やばらつ
きが避けられず、更に、測定頻度を多くすることが労力
の面で困難であることなどから、注入時に刻々変動する
ゲルタイムを知ることはほとんど不可能であり、注入材
の品質及び配合についての管理が不十分であった。
However, in the conventional construction management, it cannot be said that effective management is performed regarding which point the chemical liquid of what kind has been injected. That is, the gel time is manually measured by collecting a predetermined amount of solution A and solution B from a reservoir of the chemical solution before injection into a graduated cylinder, etc., and directly measuring the time required for solidifying after mixing both solutions. Only batch processing was performed. With such a method, human error and variations are unavoidable, and since it is difficult to increase the measurement frequency in terms of labor, it is almost impossible to know the gel time that fluctuates momentarily during injection. However, the control of the quality and composition of the injection material was insufficient.

【0006】また、薬液の注入深度についても、施工の
支障にならないような適切な手段がなかったために有効
な管理がなされておらず、専ら、掘削直後のボーリング
ロッドの長さの測定によって(ボーリングロッドの検
尺)、孔の最終深度を確認する程度であり、薬液注入の
管理としては不十分であった。施工品質を確実に管理す
ることは、薬液注入工事施工後の不測の事故を防ぐうえ
からも極めて重要であるので、上記した注入材のゲル
タイム、注入深度、薬液注入量、薬液吐出圧力を
それぞれオンラインで監視してその品質を管理する方法
及び装置の完成が強く望まれていた。
Further, the injection depth of the chemical solution is not effectively controlled because there is no suitable means that does not hinder the construction, and the length of the boring rod immediately after excavation is measured exclusively (the boring). It was only to confirm the final measurement of the hole and the final depth of the hole, and it was insufficient for the control of chemical injection. Reliable management of construction quality is extremely important in order to prevent accidents after chemical liquid injection construction, so the gel time, injection depth, chemical liquid injection amount, and chemical discharge pressure of the above-mentioned injection materials can be calculated online. There has been a strong demand for the completion of a method and an apparatus for monitoring the quality and controlling the quality thereof.

【0007】この発明は、この問題点に着目してなされ
たものであって、薬液注入工法においてその施工品質を
連続的かつ確実に監視することのできる薬液地盤注入の
自動品質管理方法及び薬液地盤注入管理装置を提供する
ことを目的とする。
The present invention has been made in view of this problem, and an automatic quality control method of chemical liquid ground injection and a chemical liquid ground which can continuously and reliably monitor the construction quality in the chemical liquid injection method. An object is to provide an infusion control device.

【0008】[0008]

【課題を解決するための手段及び作用】[Means and Actions for Solving the Problems]

〔請求項1に係る薬液地盤注入の自動品質管理方法〕こ
の自動品質管理方法は、ロッドを地盤中に挿入して、こ
のロッド先端部で注入材を混合することによって固結作
用をもった薬液を地盤に注入する薬液注入工法におい
て、(1)前記ロッドを地盤に挿入した状態におけるロ
ッド先端部の深度を常時に記録してゆくと共に、(2)
前記注入材の配合率などを常時に計測して、これを前記
ロッド先端部の深度に対応させて記録してゆくことを特
徴とする。
[Automatic quality control method for ground injection of chemical liquid according to claim 1] In this automatic quality control method, a chemical liquid having a consolidating action by inserting a rod into the ground and mixing an injection material at the tip of the rod. In the chemical solution injection method of injecting into the ground, (1) while constantly recording the depth of the rod tip portion in the state where the rod is inserted into the ground, (2)
It is characterized in that the compounding ratio of the injection material is constantly measured and recorded in correspondence with the depth of the rod tip.

【0009】上記の管理方法を実現する薬液地盤注入シ
ステムは、少なくとも、ロッド先端部の深度を常時に検
出する検出手段と、注入材の配合率を計測する計測手段
と、これらの結果を連続的に記録する記録手段とで構築
される。この発明は、従来の施工管理方法を補強するも
のであり、従って、ロッドの注入深度や注入材の配合率
以外の管理項目についても、必要に応じて適宜に管理さ
れる。
The chemical liquid ground injection system which realizes the above-mentioned management method, at least the detection means for constantly detecting the depth of the rod tip portion, the measurement means for measuring the mixture ratio of the injection material, and these results are continuously measured. It is constructed with a recording means for recording in. The present invention reinforces the conventional construction management method, and accordingly, management items other than the injection depth of the rod and the mixture ratio of the injection material are appropriately managed as necessary.

【0010】〔請求項2に係る薬液地盤注入管理装置〕
この薬液地盤注入管理装置は、ロッドを地盤中に挿入し
て、このロッド先端部で注入材を混合することによって
固結作用をもった薬液を地盤に注入する薬液地盤注入装
置であって、(3)ロッド深度検出手段と、(4)薬液
計測手段と、(5)記録手段とを特徴的に備えている。
そして、(3)ロッド深度検出手段は、地盤中に挿入さ
れる前記ロッド先端部の深度を常時に検出する。
[Medicine solution ground injection management device according to claim 2]
This drug solution ground injection management device is a drug solution ground injection device for injecting a drug solution having a consolidating action into the ground by inserting a rod into the ground and mixing the injection material at the tip of this rod, 3) Rod depth detecting means, (4) chemical solution measuring means, and (5) recording means are characteristically provided.
And (3) the rod depth detecting means always detects the depth of the rod tip portion inserted into the ground.

【0011】(4)薬液計測手段は、前記ロッドを介し
て注入される注入材各液の配合率、温度、注入量、注入
圧力などを計測する。ここで、配合率は、例えば、各注
入材の密度に基づいて算出されるものである。一例を挙
げれば、各注入材毎に密度と濃度の関係を予め求めてお
き、その関係式に基づいて各注入材の密度を濃度に換算
し、その換算値に基づいて配合率を算出する。尚、かか
る計算において、注入材の温度も重要なパラメータであ
るので、温度データを適宜に反映させつつ配合率を算出
する。
(4) The chemical liquid measuring means measures the compounding ratio, temperature, injection amount, injection pressure, etc. of each liquid of the injection material injected through the rod. Here, the mixing ratio is calculated, for example, based on the density of each injection material. As an example, the relationship between the density and the concentration is obtained in advance for each injection material, the density of each injection material is converted into the concentration based on the relational expression, and the mixture ratio is calculated based on the converted value. In addition, in this calculation, the temperature of the injection material is also an important parameter, so the mixing ratio is calculated while appropriately reflecting the temperature data.

【0012】(5)記録手段は、この薬液計測手段の計
測結果と前記ロッド深度検出手段の検出結果とを受け、
これらを連続的に記録する。なお、薬液のゲルタイム
は、注入材の濃度だけでなく温度によっても影響を受け
るので、必要に応じて、温度データも記録しておく。こ
の記録結果によれば、注入深度、薬液注入量、薬
液吐出圧力を正確に知ることができ、更に注入材のゲ
ルタイムをも把握できるので、薬液注入工事の施工管理
の確実化を図ることができる。
(5) The recording means receives the measurement result of the chemical solution measuring means and the detection result of the rod depth detecting means,
These are recorded continuously. Note that the gel time of the chemical solution is affected not only by the concentration of the injecting material but also by the temperature, so temperature data is also recorded if necessary. According to this recording result, it is possible to accurately know the injection depth, the injection amount of the chemical liquid, the discharge pressure of the chemical liquid, and also the gel time of the injection material, so that the construction management of the chemical liquid injection work can be ensured. .

【0013】[0013]

【実施例】以下、実施例に基づいて、この発明を更に詳
細に説明する。図1は、請求項2の発明の一実施例であ
る薬液地盤注入管理装置の構成図を示したものであり、
請求項1に係る薬液地盤注入の自動品質管理方法を実現
するものである。この装置は、A液とB液とを別々に蓄
える薬液プラント1と、薬液プラント1から注入材2液
を受ける注入ポンプ2と、注入ポンプ2から送出される
前記2液について流量などを計測し、これをボーリング
ロッドの先端部深度などと共に表示記録する演算記録装
置3と、注入孔を掘削するとともに掘削後に薬液を地盤
内に圧送するなどの動作をするボーリングマシン4とで
構成されている。なお、薬液プラント1から供給される
注入材は、溶液型であるか懸濁型であるかを問わない。
The present invention will be described in more detail based on the following examples. FIG. 1 is a block diagram of a chemical liquid ground injection management device which is an embodiment of the invention of claim 2,
The present invention realizes an automatic quality control method for chemical liquid ground injection according to claim 1. This apparatus measures a flow rate and the like of a chemical liquid plant 1 for separately storing the A liquid and the B liquid, an injection pump 2 for receiving the injection material 2 liquid from the chemical liquid plant 1, and the two liquids sent from the injection pump 2. It is composed of an operation recording device 3 for displaying and recording this together with the depth of the tip of the boring rod and the like, and a boring machine 4 for performing operations such as excavating the injection hole and, after excavating, pumping the chemical solution into the ground. The injection material supplied from the chemical liquid plant 1 may be a solution type or a suspension type.

【0014】図2は、ボーリングマシンの一例を図示し
たものであり、このボーリングマシン4は、ボーリング
マシン本体部5と、二重構造になっているボーリングロ
ッド6と、フィード用油圧シリンダー7と、フィード用
油圧シリンダー7の移動量をモニタする深度計8などで
構成されている。ここで、フィード用油圧シリンダー7
には上下移動する上部部材9と、静止している下部部材
10とが備えられており、上部部材9には油圧式緊結装
置11が設置されている。また、この上部部材9と下部
部材10には、それぞれ深度計固定部12a,12bが
備えられており、それぞれの箇所で深度計8と連結され
ている。
FIG. 2 shows an example of a boring machine. The boring machine 4 includes a boring machine body 5, a boring rod 6 having a double structure, and a feed hydraulic cylinder 7. It comprises a depth gauge 8 for monitoring the amount of movement of the feed hydraulic cylinder 7. Here, the feed hydraulic cylinder 7
Is provided with an upper member 9 that moves up and down, and a lower member 10 that is stationary, and a hydraulic binding device 11 is installed on the upper member 9. Further, the upper member 9 and the lower member 10 are respectively provided with depth gauge fixing portions 12a and 12b, and are connected to the depth gauge 8 at their respective locations.

【0015】図3は、図2に示す深度計8を更に詳細に
図示したものである。この深度計8は、いわゆるラック
・ピニヨン式深度計であって、上部部材9の上下動に合
わせて移動するラック歯車13と、下部部材10の位置
でラック歯車13と噛み合うピニヨン歯車14と、ピニ
ヨン歯車14の回転量を計測するロータリエンコーダ
(図示せず)などで構成されている。
FIG. 3 shows the depth gauge 8 shown in FIG. 2 in more detail. The depth gauge 8 is a so-called rack and pinion type depth gauge, and includes a rack gear 13 that moves in accordance with the vertical movement of the upper member 9, a pinion gear 14 that meshes with the rack gear 13 at the position of the lower member 10, and a pinion. It is composed of a rotary encoder (not shown) for measuring the rotation amount of the gear 14.

【0016】また、ボーリングマシン4(図2参照)に
は、油圧式緊結装置11に緊結用の油圧を加える為の操
作レバー15と、この操作レバー15の動作状態を検出
する断続スイッチ16とが備えられている。掘削時には
ボーリングロッド6を下向きに移動させ、掘削完了後の
薬液注入時にはボーリングロッド6を上向きに移動させ
る必要があるが、それぞれの場合、この操作レバー15
を操作して、油圧式緊結装置11をボーリングロッド6
に緊結させる。
The boring machine 4 (see FIG. 2) is provided with an operating lever 15 for applying a hydraulic pressure for binding to the hydraulic binding device 11 and an interrupt switch 16 for detecting the operating state of the operating lever 15. It is equipped. It is necessary to move the boring rod 6 downward during excavation and to move the boring rod 6 upward during chemical injection after completion of excavation. In each case, the operation lever 15
By operating the hydraulic binding device 11 to the boring rod 6
Bind tightly to.

【0017】図4は、図1に示す演算記録装置3の内部
を更に詳細に図示したものである。この演算記録装置3
は、薬液プラント1よりA液とB液とを受けてこれをボ
ーリングマシン4のボーリングロッド6に導出する配管
17a,17bと、各配管17a,17bに設置される
高感度密度計18a,18b、流量計19a,19b、
圧力計20a,20bと、データ処理ユニット21と、
表示記録ユニット22とで構成されている。尚、流量計
19と圧力計20はそれぞれ2個ずつ設けられている
が、a,bのいずれかを省いてもよい。
FIG. 4 shows the inside of the arithmetic recording device 3 shown in FIG. 1 in more detail. This arithmetic recording device 3
Are pipes 17a and 17b for receiving the liquids A and B from the chemical liquid plant 1 and leading them to the boring rod 6 of the boring machine 4, and the high-sensitivity densitometers 18a and 18b installed in the pipes 17a and 17b. Flow meters 19a, 19b,
Pressure gauges 20a and 20b, a data processing unit 21,
It is composed of a display recording unit 22. Two flow meters 19 and two pressure gauges 20 are provided, but either a or b may be omitted.

【0018】データ処理ユニット21は、密度計18
a,18bからの測定データを受けると共に温度計測デ
ータを得て、配管17a,17bの中を順次に圧送され
る注入材2液の各濃度を連続的を検出する。具体的に
は、データ処理ユニット21は、各注入材に対する密度
と濃度の関係を定める校正曲線を各薬液ごとに予め記憶
しており、この校正曲線を温度計測データに基づいて補
正しつつ、配管17中の注入材の濃度を算出する。つま
り、オンラインで注入材の濃度を順次に算出しつつ、こ
れを相対配合率に換算している。尚、ここで相対配合率
とは、対象となる注入材ごとに定まる規定配合値に対す
る百分率をいう。また、データ処理ユニット21は、流
量計19a,19bや圧力計20a,20bの測定デー
タに基づいて、薬液の注入量や吐出圧力を求めている。
The data processing unit 21 includes a density meter 18
The temperature measurement data is obtained while receiving the measurement data from a and 18b, and the respective concentrations of the two injection liquids sequentially pressure-fed through the pipes 17a and 17b are continuously detected. Specifically, the data processing unit 21 stores in advance a calibration curve that defines the relationship between the density and the concentration for each injection material, for each chemical solution, and corrects the calibration curve based on the temperature measurement data while The concentration of the injection material in 17 is calculated. That is, the concentration of the injection material is sequentially calculated online, and this is converted into the relative compounding ratio. Here, the relative compounding ratio means a percentage with respect to a prescribed compounding value determined for each target injection material. In addition, the data processing unit 21 obtains the injection amount and the discharge pressure of the chemical liquid based on the measurement data of the flow meters 19a and 19b and the pressure gauges 20a and 20b.

【0019】データ処理ユニット21は、更に、ボーリ
ングマシン4に備えられる深度計8や断続スイッチ16
とも接続されており、ボーリングロッド6の先端部深度
が常時に把握できるようになっている。すなわち、油圧
シリンダー7の上下移動のうち、ボーリングロッド6の
移動量に直結する緊結状態下での移動は、断続スイッチ
16の動作状態に基づいて検出できるので、この緊結状
態下でのロータリエンコーダの出力を演算処理すること
によって、掘削時と注入時におけるボーリングロッド6
の先端部の深度を連続的に把握している。
The data processing unit 21 further includes a depth gauge 8 and an intermittent switch 16 provided in the boring machine 4.
Is also connected so that the depth of the tip portion of the boring rod 6 can be constantly grasped. That is, of the up and down movements of the hydraulic cylinder 7, the movement in the tightly connected state, which is directly connected to the movement amount of the boring rod 6, can be detected based on the operating state of the intermittent switch 16, so that the rotary encoder in this tightly connected state can be detected. By processing the output, the boring rod 6 during excavation and injection
It continuously grasps the depth of the tip.

【0020】表示記録ユニット22は、データ処理ユニ
ット21からのデータを受けて、これをCRT画面上に
描画するとともにプリンタおよびチャート紙に連続的に
印字記録してゆく。具体的には、ボーリングロッドの先
端部深度の時間的推移、A液及びB液の相対配合率の時
間的推移、及び薬液の吐出圧力の時間的推移、及び薬液
の温度変化などを表示記録装置に出力する。ここで、薬
液の温度と濃度を合わせて表示記録するのは、ゲルタイ
ムは注入材の濃度と共に、その温度によっても影響を受
けるからである。
The display recording unit 22 receives the data from the data processing unit 21, draws the data on the CRT screen, and continuously prints and records the data on the printer and the chart paper. Specifically, it displays a time-dependent change in the depth of the tip of the boring rod, a time-dependent change in the relative mixing ratios of liquid A and liquid B, a time-dependent change in the discharge pressure of the chemical liquid, and a temperature change in the chemical liquid. Output to. The reason why the temperature and concentration of the chemical solution are displayed and recorded together is that the gel time is affected by the temperature of the injection material as well as the concentration thereof.

【0021】以上の構成からなる薬液地盤注入装置につ
いて、ボーリングロッド先端部深度、及び薬液の配合率
などの時間的推移が記録されるまでの動作を、改めて以
下に説明する。 〔掘削時〕操作レバー16を適宜に操作しつつ、ボーリ
ングロッド6によって注入孔を掘削してゆく。この時、
データ処理ユニット21は、ボーリングロッド6が緊結
された状態でのロータリエンコーダの出力を順次積算す
ることによってロッド先端部の深度を連続的に把握す
る。そして、この結果は、表示記録ユニット22によっ
て表示および記録装置に連続的に表示記録される。な
お、掘削時には薬液の注入がないので薬液の配合率など
はそれに応じた記録となる。
The operation of the chemical liquid ground injection device having the above-described configuration until the time transition such as the depth of the boring rod tip portion and the mixing ratio of the chemical liquid is recorded will be described again below. [During Excavation] The injection hole is excavated by the boring rod 6 while appropriately operating the operation lever 16. At this time,
The data processing unit 21 continuously accumulates the outputs of the rotary encoders in the state where the boring rod 6 is tightly connected to continuously grasp the depth of the rod tip portion. Then, this result is continuously displayed and recorded on the display and recording device by the display recording unit 22. Since the chemical solution is not injected during excavation, the mixing rate of the chemical solution will be recorded accordingly.

【0022】〔注入時〕以上のようにして注入孔の掘削
が完了すると、次に、ボーリングロッド6を引き抜きつ
つ薬液を注入してゆく。ボーリングロッド6を緊結した
状態での油圧シリンダ7の移動は、断続スイッチ16と
ロータリエンコーダの出力から把握できるので、データ
処理ユニット21は、ロッド先端部の深度を順次に算出
して、表示記録ユニット22は、その結果を連続的に表
示記録する。
[Injection] When the excavation of the injection hole is completed as described above, next, the boring rod 6 is pulled out and the chemical liquid is injected. The movement of the hydraulic cylinder 7 with the boring rod 6 tightly connected can be grasped from the outputs of the intermittent switch 16 and the rotary encoder. Therefore, the data processing unit 21 sequentially calculates the depth of the rod tip portion, and the display recording unit. 22 continuously displays and records the result.

【0023】この状態では薬液が地盤中に注入されるの
で、データ処理ユニット21は、密度計18a,18b
の計測結果に基づいてA液とB液の相対配合率を算出し
て、その結果を、ロッド先端部の深度に合わせて表示記
録装置に出力する。また、ボーリングロッド6に供給さ
れる薬液の量や圧力は、流量計19や圧力計20の計測
結果に基づいて算出され、これも記録される。
In this state, since the chemical solution is injected into the ground, the data processing unit 21 includes the density meters 18a and 18b.
The relative mixing ratio of the liquid A and the liquid B is calculated based on the measurement result of 1 and the result is output to the display recording device according to the depth of the rod tip. Further, the amount and pressure of the chemical liquid supplied to the boring rod 6 are calculated based on the measurement results of the flow meter 19 and the pressure gauge 20, and are also recorded.

【0024】図5は、実際の薬液注入工事を対象にして
注入材2液の配合率と注入深度を連続計測した記録例を
示したものであり、配合率が経時的に変動しながらもほ
ぼ基準値を満足して推移していることや、注入深度がス
テップ上に等深度ずつ上昇して、深度方向にも規定の段
階を順守しながら施工が行われていることが一目で把握
される。
FIG. 5 shows an example of a record obtained by continuously measuring the compounding ratio and the injection depth of the two injection materials for the actual chemical injection work. It can be seen at a glance that the standard value is being satisfied and that the injection depth is increasing step by step in equal depths, and that construction is being performed in the depth direction while adhering to the prescribed steps. .

【0025】[0025]

【発明の効果】以上説明したように、請求項1に係る自
動品質管理方法によれば、従来の技術ではなし得なかっ
た注入材の配合率と注入深度とが連続的に自動計測さ
れ、しかも、これが流量計や圧力計の測定結果と共に記
録されるので、施工管理の完全化が図られる。つまり、
「所定の品質」の注入材が、「所定の深度」の範囲に、
「所定の圧力」のもと、「所定の流量」で注入されてい
ることが記録として残り、しかもこれが何時でも確認で
きるので、総合的で精度の高い薬液地盤注入工事の自動
品質管理が実現される。
As described above, according to the automatic quality control method according to the first aspect, the compounding ratio and the injection depth of the injection material, which cannot be achieved by the conventional technique, are continuously and automatically measured. Since this is recorded together with the measurement results of the flow meter and pressure gauge, the construction management can be perfected. That is,
The injection material of "predetermined quality" is in the range of "predetermined depth",
Under the "predetermined pressure", it is recorded that the injection is performed at the "predetermined flow rate", and this can be confirmed at any time, so comprehensive and accurate automatic quality control of chemical liquid ground injection construction is realized. It

【0026】また、請求項2に係る薬液地盤注入管理装
置によれば、上記した高精度の品質管理を容易に実現さ
せることができる。
Further, according to the chemical liquid ground injection management device of the second aspect, it is possible to easily realize the highly accurate quality control described above.

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

【図1】請求項2の発明の一実施例である薬液地盤注入
管理装置の構成図を図示したものである。
FIG. 1 is a diagram showing the configuration of a chemical liquid ground injection management device according to an embodiment of the present invention.

【図2】図1の一部であるボーリングマシンを詳細に図
示したものである。
2 is a detailed view of the boring machine, which is a part of FIG. 1. FIG.

【図3】ボーリングマシンに設置される深度計の一部を
図示したものである。
FIG. 3 is a view showing a part of a depth gauge installed in a boring machine.

【図4】図1に示す演算記録装置の内部構成を図示した
ものである。
FIG. 4 illustrates an internal configuration of the arithmetic recording device shown in FIG.

【図5】図1に示す演算記録装置からの記録出力の一例
を図示したものである。
FIG. 5 illustrates an example of a recording output from the arithmetic recording device shown in FIG.

【符号の説明】[Explanation of symbols]

1 薬液プラント 2 注入ポンプ 3 演算記録装置(薬液計測手段、表示記録手
段) 4 ボーリングマシン 6 二重管ロッド 8 深度計(ロッド先端部深度検出手段)
1 Chemical Solution Plant 2 Injection Pump 3 Calculation Recording Device (Chemical Solution Measuring Means, Display Recording Means) 4 Boring Machine 6 Double Pipe Rod 8 Depth Meter (Rod Tip Depth Detecting Means)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 安保 秀範 東京都千代田区内幸町1丁目1番3号 東 京電力株式会社内 (72)発明者 金子 義信 大阪府豊中市庄内栄町2丁目21番1号 ソ イルアンドロックエンジニアリング株式会 社内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Hidenori Anbo 1-3-1 Uchisaiwaicho, Chiyoda-ku, Tokyo Within Tokyo Electric Power Company (72) Yoshinobu Kaneko 2-2-11-1 Shonai-cho, Toyonaka City, Osaka Prefecture Soil and Rock Engineering Stock Company In-house

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】ロッドを地盤中に挿入して、このロッド先
端部で注入材を混合することによって固結作用をもった
薬液を地盤に注入する薬液注入工法において、 前記ロッドを地盤に挿入した状態におけるロッド先端部
の深度を常時に記録してゆくと共に、前記注入材の配合
率を常時に計測して、これを注入量、注入圧、薬液温度
などの計測値とともに、前記ロッド先端部の深度に対応
させて記録してゆくことを特徴とする薬液地盤注入の自
動品質管理方法。
1. A chemical solution injecting method for injecting a chemical solution having a consolidating action into the ground by inserting the rod into the ground and mixing an injection material at the tip of the rod, wherein the rod is inserted into the ground. While constantly recording the depth of the rod tip in the state, the mixture ratio of the injectable material is constantly measured, and this is measured along with the measured values such as the injection amount, the injection pressure, and the chemical temperature, and the rod tip An automatic quality control method for chemical liquid ground injection characterized by recording according to the depth.
【請求項2】ロッドを地盤中に挿入して、このロッド先
端部で注入材を混合することによって固結作用をもった
薬液を地盤に注入する薬液地盤注入装置であって、 地盤中に挿入される前記ロッド先端部の深度を常時に検
出するロッド深度検出手段と、前記ロッドを介して注入
される注入材各液の配合率、温度、注入量、注入圧力な
どを計測する薬液計測手段と、この薬液計測手段の計測
結果と前記ロッド深度検出手段の検出結果とを受けこれ
らを連続的に記録する記録手段とを備えることを特徴と
する薬液地盤注入管理装置。
2. A chemical liquid ground injection device for inserting a rod into the ground and mixing the injection material at the tip of the rod to inject the chemical liquid having a consolidation action into the ground, which is inserted into the ground. A rod depth detecting means for always detecting the depth of the rod tip portion, and a chemical solution measuring means for measuring the compounding ratio of each liquid of the injecting material injected through the rod, the temperature, the injection amount, the injection pressure and the like. A chemical liquid ground injection management device comprising: a recording unit that continuously records the measurement result of the chemical liquid measuring unit and the detection result of the rod depth detecting unit.
JP19952492A 1992-07-27 1992-07-27 Automatic quality control method for chemical injection into ground and its control device Pending JPH0641947A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19952492A JPH0641947A (en) 1992-07-27 1992-07-27 Automatic quality control method for chemical injection into ground and its control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19952492A JPH0641947A (en) 1992-07-27 1992-07-27 Automatic quality control method for chemical injection into ground and its control device

Publications (1)

Publication Number Publication Date
JPH0641947A true JPH0641947A (en) 1994-02-15

Family

ID=16409265

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19952492A Pending JPH0641947A (en) 1992-07-27 1992-07-27 Automatic quality control method for chemical injection into ground and its control device

Country Status (1)

Country Link
JP (1) JPH0641947A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160065136A (en) 2013-11-28 2016-06-08 도레이 카부시키가이샤 Antithrombotic material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160065136A (en) 2013-11-28 2016-06-08 도레이 카부시키가이샤 Antithrombotic material

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