JP2554141B2 - Mud solidifying agent mixing processing equipment - Google Patents

Mud solidifying agent mixing processing equipment

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Publication number
JP2554141B2
JP2554141B2 JP63253249A JP25324988A JP2554141B2 JP 2554141 B2 JP2554141 B2 JP 2554141B2 JP 63253249 A JP63253249 A JP 63253249A JP 25324988 A JP25324988 A JP 25324988A JP 2554141 B2 JP2554141 B2 JP 2554141B2
Authority
JP
Japan
Prior art keywords
mud
solidifying agent
pressure
compressed air
container
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP63253249A
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Japanese (ja)
Other versions
JPH02100920A (en
Inventor
勝吉 原田
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.)
HARADA SOGO DOBOKU KK
Original Assignee
HARADA SOGO DOBOKU KK
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Application filed by HARADA SOGO DOBOKU KK filed Critical HARADA SOGO DOBOKU KK
Priority to JP63253249A priority Critical patent/JP2554141B2/en
Publication of JPH02100920A publication Critical patent/JPH02100920A/en
Application granted granted Critical
Publication of JP2554141B2 publication Critical patent/JP2554141B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、含水泥土に石灰、セメント系の固化剤を混
合して固化させる泥土固化剤混合処理装置に関するもの
である。
Description: TECHNICAL FIELD The present invention relates to a mud solidifying agent mixing and processing device for mixing hydrated mud with lime and a cement-based solidifying agent for solidification.

[従来の技術] 従来、ヘドロや浚渫泥土等の水分を含む軟弱土を埋め
立てに供する場合、埋め立て土の早期乾燥、必要強度発
現のために、埋め立て後、石灰,セメント系固化剤を撒
いてバックホウや種々の混合攪拌機により混合攪拌し固
化するようにしている。
[Prior Art] Conventionally, when soft soil containing water such as sludge or dredged mud is used for landfill, lime and cement-based solidifying agent are scattered after landfill in order to dry the landfill quickly and develop necessary strength. Also, various types of mixing stirrers are used to mix and stir to solidify.

また軟弱土を加圧タンク内に入れ、該加圧タンクに噴
き込む圧縮空気で該加圧タンクに接続される送泥管を介
し遠隔地に圧送する泥土の搬送方法があるが、この場
合、該加圧タンクに前記固化剤を投入し、タンク内で泥
土と共に混合攪拌して圧送することも試みられている。
In addition, there is a method of conveying mud by placing soft soil in a pressure tank and pressure-fusing it to a remote place via a mud pipe connected to the pressure tank with compressed air injected into the pressure tank. It has also been attempted to add the solidifying agent to the pressure tank, mix and stir with the mud in the tank, and then feed the mixture.

[発明が解決しようとする課題] しかし、前者の固化処理方法では、軟弱土の輸送と混
合処理が各々単独工事となり、また広い埋め立て場所で
固化剤を一様に撒くことは難しく、固化される泥土にバ
ラツキが生じることがある。
[Problems to be Solved by the Invention] However, in the former solidification treatment method, transportation and mixing treatment of soft soil are performed separately, and it is difficult to spread the solidification agent uniformly in a wide landfill site, and the solidification is performed. Variations may occur in mud.

一方、後者の混合方法は、固化剤を泥土に一様に混合
させて固化泥土にバラツキが生ぜず、また軟弱土の輸送
と混合処理が同時に行なえるという上記した方法の欠点
を解決したものであるが、作業終了後にタンク内及び送
泥管内を水で洗浄してこれらの機器内で泥土が固化して
内壁に付着するのを防止するといった面倒な作業を必要
とした。
On the other hand, the latter mixing method solves the drawbacks of the above method in which the solidifying agent is uniformly mixed with the mud to cause no variation in the solidified mud, and the soft soil can be transported and mixed at the same time. However, after the work was completed, it was necessary to perform a troublesome work such as washing the inside of the tank and the mud pipe with water to prevent the mud from solidifying and adhering to the inner wall in these devices.

本発明の目的は、軟弱泥土を送泥管内を通して遠隔地
に圧送するという泥土圧送システムの特長を生かし、泥
土圧送処理の終了後に、泥土圧送システムのタンクを洗
浄したり、送泥管をその全長に渡り洗浄するといった作
業を必要とすることなく固化剤を泥土に対して一様に混
合できる泥土固化剤混合処理装置を提供するものであ
る。
The object of the present invention is to make use of the feature of the mud pressure feeding system that pressure feeds soft mud to a remote place through the mud feeding pipe, and after finishing the mud pressure feeding process, wash the mud pressure feeding system tank or use the mud feeding pipe for its entire length. It is intended to provide a mud solidifying agent mixing / processing apparatus capable of uniformly mixing a solidifying agent with mud without the need for washing and cleaning.

[課題を解決するための手段] 本発明の目的を達成するための泥土固化剤混合処理装
置は、送泥管内を圧縮空気により圧送される泥土の搬送
流を利用して、泥土固化剤を該送泥管内で混合させるこ
とを特徴とするものである。
[Means for Solving the Problems] A mud solidifying agent mixing and processing device for achieving the object of the present invention utilizes a carrier flow of mud that is pressure-fed by compressed air in a mud pipe to remove the mud solidifying agent. It is characterized by mixing in a mud pipe.

本発明の目的を達成するための泥土固化剤混合処理装
置の代表的な構成は、泥土を送泥管内を通して圧縮空気
により圧送する泥土圧送システムにおける該送泥管に、
泥土固化剤を注入する泥土固化剤混合処理装置であっ
て、固化剤を供給する固化剤供給手段と、密閉可能な容
器中に該固化剤供給手段から固化剤が供給され、所定量
の固化剤供給を検知すると固化剤の供給を絶つ固化剤定
量供給手段と、該容器内に圧縮空気源からの圧気を導い
て該容器内の固化剤を該送泥管内に圧送する固化剤圧送
経路と、該圧縮空気源から該容器への圧縮空気の供給を
制御する加圧弁と、該容器から該固化剤圧送経路への固
化剤の供給を制御する吐出弁と、該泥土圧送システムか
ら泥土の圧送開始を検知すると該加圧弁及び吐出弁を開
弁させるように制御する制御手段とから構成したことを
特徴とするものである。
A typical configuration of the mud solidifying agent mixing treatment device for achieving the object of the present invention is, in the mud pumping system in the mud pumping system for pumping mud by compressed air through the mud pipe,
A mud solidification agent mixing treatment device for injecting a mud solidification agent, comprising a solidification agent supply means for supplying the solidification agent, and the solidification agent is supplied from the solidification agent supply means into a closable container, and a predetermined amount of the solidification agent. A solidifying agent quantitative supply means for cutting off the supply of the solidifying agent when the supply is detected, and a solidifying agent pressure feeding path for guiding the pressurized air from the compressed air source into the container to pressure feed the solidifying agent in the container into the mud pipe. A pressurizing valve that controls the supply of compressed air from the compressed air source to the container, a discharge valve that controls the supply of the solidifying agent from the container to the solidifying agent pressure-feeding path, and a start of pressure feeding of mud from the mud pressure feeding system. And a control means for controlling to open the pressurizing valve and the discharge valve when the above is detected.

[作 用] 上記のごとく構成した泥土固化剤混合処理装置は、泥
土の圧送が開始されると、加圧弁及び吐出弁を開弁する
ことで、固化剤を固化剤圧送経路を通して送泥管に注入
し、固化剤は送泥管内を疎密流、栓流等の複雑な流動態
様で圧送される泥土と攪拌混合されて泥土を固化する。
[Operation] The mud solidifying agent mixing treatment device configured as described above opens the pressurizing valve and the discharge valve when the mud is pumped, so that the solidifying agent is sent to the mud pipe through the solidifying agent pressure feeding path. The pouring and solidifying agent stirs and mixes with the mud to be pressure-fed in the mud-sending pipe in a complicated flow mode such as a dense flow or a plug flow to solidify the mud.

[実施例] 以下本発明を図面に示す実施例に基づいて詳細に説明
する。
[Examples] The present invention will be described in detail below based on the examples shown in the drawings.

第1図は本発明による泥土固化剤混合処理装置の一実
施例を示す概略図である。
FIG. 1 is a schematic view showing an embodiment of a mud solidifying agent mixing treatment apparatus according to the present invention.

1は河川等で浚渫した堆積泥土の軟弱泥土を収容する
泥土圧送タンク2を2基し、各タンク2に泥土吐出弁3
を介して送泥管4を接続した泥土圧送システムで、不図
示のコンプレッサーからの圧縮空気が、各タンクに設け
られたタンク加圧弁(不図示)を介してタンク内に供給
され、タンク内の泥土を送泥管4を通して先端のサイク
ロン5に圧送される。
1 has two mud pressure feed tanks 2 for accommodating soft mud of sedimented mud dredged in rivers etc., and mud discharge valve 3 for each tank 2
In the mud pressure feeding system in which the mud feeding pipe 4 is connected via, the compressed air from the compressor (not shown) is supplied into the tank via the tank pressurizing valve (not shown) provided in each tank, The mud is pressure-fed to the cyclone 5 at the tip through the mud pipe 4.

この泥土圧送システム1は、2基のタンク2への泥土
の投入及び圧縮空気の供給を交互に行ない、略連続して
泥土を圧送するようにしており、泥土は送泥管4内を疎
密流、栓流等の複雑な流動態様を繰り返しながら圧送さ
れ排出される。
The mud pressure feeding system 1 alternately feeds mud into the two tanks 2 and supplies compressed air to feed the mud substantially continuously, and the mud flows in the mud feed pipe 4 in a dense flow. , Is discharged by pressure while repeating complicated flow patterns such as plug flow.

またサイクロン5は、例えばダンプカー等の泥土運搬
車両の荷台に、圧送された泥土を落下させたり、直接埋
立地に配置されて泥土を落下させたりするもので、圧送
されてくる泥土は速度が非常に速いことから、そのまま
では送泥管から排出した泥土は飛び散るため、下部が開
放した筒状のサイクロン本体5aの内壁面に、上下方向に
沿って複数の螺旋状羽根5bを周方向に等ピッチで固着し
たものである。すなわち、送泥管4から排出された高速
の泥土はサイクロン本体5aの内壁面に当たり、羽根5bに
より下方に向け旋回することで速度の減速が行なわれて
飛びちることなく落下する。
The cyclone 5 is used to drop the mud pumped onto the bed of a mud carrier vehicle such as a dump truck, or to drop the mud directly placed in a landfill. Since it is fast, mud discharged from the mud pipe scatters as it is, so a plurality of spiral blades 5b are arranged at equal intervals in the circumferential direction on the inner wall surface of the cylindrical cyclone body 5a with an open lower part. It is fixed in. That is, the high-speed mud discharged from the mud pipe 4 hits the inner wall surface of the cyclone main body 5a, and is swung downward by the blades 5b to reduce the speed and drop without flying.

6は本実施例による泥土固化剤処理装置で、その主た
る構成は、石灰やセメント等の粉粒状の泥土固化剤7を
多量に収容する固化剤サイロ8、固化剤サイロ8からの
固化剤7を一定量収容する定量タンク9、定量タンク9
内の固化剤7を前記送泥管4に導く固化剤圧送管10、圧
縮空気を発生させるコンプレッサー11、コンプレッサー
11からの圧縮空気を定量タンク9内に供給する主空気管
12により構成されている。
6 is a mud solidifying agent treating apparatus according to the present embodiment, the main constitution of which is a solidifying agent silo 8 containing a large amount of powdery particulate mud solidifying agent 7 such as lime or cement, and a solidifying agent 7 from the solidifying agent silo 8. Fixed quantity tank 9 that holds a fixed amount, fixed quantity tank 9
Solidifying agent pressure feed pipe 10 for guiding solidifying agent 7 inside to said mud sending pipe 4, compressor 11 for generating compressed air, compressor
Main air pipe for supplying compressed air from 11 into the metering tank 9.
It is composed of 12.

固化剤サイロ8の下部開口は、自動制御方式の固化剤
投入弁13が接続され、該固化剤投入弁13の下部に定量タ
ンク9の上部開口が接続されている。なお、固化剤サイ
ロ8は不図示の支持フレームにより支持され、その重量
が定量タンク9に加わらないようになっている。定量タ
ンク9は検量ロードセル14により固化剤サイロ8から投
入される固化剤の重量が検知されるようになっており、
下部開口に自動制御方式の固化剤吐出弁15が取り付けら
れ、この固化剤吐出弁15の吐出側が固化剤圧送管10の途
中に接続されている。
The lower opening of the solidification agent silo 8 is connected to an automatic control type solidification agent injection valve 13, and the lower opening of the solidification agent injection valve 13 is connected to the upper opening of the metering tank 9. The solidifying agent silo 8 is supported by a supporting frame (not shown) so that the weight of the solidifying agent silo 8 is not added to the metering tank 9. The fixed quantity tank 9 is designed so that the weight of the solidifying agent fed from the solidifying agent silo 8 is detected by the calibration load cell 14,
An automatic control solidifying agent discharge valve 15 is attached to the lower opening, and the discharge side of the solidifying agent discharge valve 15 is connected to the middle of the solidifying agent pressure feed pipe 10.

この固化剤圧送管10は一端がコンプレッサー11に、他
端が送泥管4の圧送端部に近い位置、例えば10〜20Mの
位置に接続されており、また固化剤吐出弁15とコンプレ
ッサー11との間にベンチュリー16が設けられていて、ベ
ンチュリー16は大気開放弁17を有する大気開放管18を介
して主空気管12に接続されている。なお、主空気管12に
対する大気開放管18の接続位置は後記する加圧弁19より
も定量タンク9側である。
The solidifying agent pressure feeding pipe 10 is connected to the compressor 11 at one end and to the position near the pressure feeding end of the mud sending pipe 4 at the other end, for example, at a position of 10 to 20M, and the solidifying agent discharge valve 15 and the compressor 11 are connected. A venturi 16 is provided between the venturi 16 and the venturi 16 is connected to the main air pipe 12 via an atmosphere open pipe 18 having an atmosphere open valve 17. The connection position of the atmosphere open pipe 18 to the main air pipe 12 is closer to the metering tank 9 than the pressurizing valve 19 described later.

主空気管12には自動制御方式の加圧弁19が設けられ、
開弁することにより定量タンク9内には圧縮空気を供給
する。また、固化剤圧送管10の他端部には、送泥管4か
ら泥土が逆流した場合に閉弁する自動制御方式の非常閉
止弁20が設けられている。
The main air pipe 12 is provided with a pressurizing valve 19 of an automatic control system,
By opening the valve, compressed air is supplied into the metering tank 9. Further, at the other end of the solidifying agent pressure feeding pipe 10, an automatic control type emergency shutoff valve 20 is provided which is closed when mud flows backward from the mud feeding pipe 4.

なお、上記した混合処理装置の各弁は不図示の制御装
置により、泥土圧送システムにおけるタンク内圧力を検
知する圧力センサーからの情報や、タンク加圧弁の開閉
情報等を入力情報として開閉制御される。
In addition, each valve of the above-mentioned mixing processing device is controlled to be opened and closed by a control device (not shown) using information from a pressure sensor that detects the pressure in the tank in the mud pressure feeding system and opening and closing information of the tank pressurizing valve as input information. .

また、定量タンク9内に一度に収容される固化剤7の
定量値V(kg)は、1基の圧送タンク2における有効圧
送量(Q m3)と、要求される固化剤添加量(X kg/m3
により決り、 V=X×Q となる。
Further, the quantitative value V (kg) of the solidifying agent 7 accommodated in the fixed amount tank 9 at one time is the effective pressure feeding amount (Q m 3 ) in one pressure feeding tank 2 and the required solidifying agent addition amount (X kg / m 3 )
Therefore, V = X × Q.

以上が本実施例の構造であるが、以下に前記制御装置
による動作を説明する。
The structure of this embodiment has been described above. The operation of the control device will be described below.

先ず、固化剤投入弁13を開弁し、送泥管4への固化剤
投入準備のために定量タンク9内に固化剤7を固化剤サ
イロ8から供給する。
First, the solidifying agent feeding valve 13 is opened, and the solidifying agent 7 is supplied from the solidifying agent silo 8 into the fixed amount tank 9 in preparation for feeding the solidifying agent to the mud feed pipe 4.

検量ロードセル14が定量値V(kg)を検出すると、固
化剤投入弁13を閉弁する。
When the calibration load cell 14 detects the quantitative value V (kg), the solidifying agent injection valve 13 is closed.

そして、泥土圧送システム1から泥土圧送を知らせる
例えばタンク加圧弁の開弁情報が入力されると、加圧弁
19を開弁、吐出弁15を開弁して定量タンク9内の固化剤
7を固化剤圧送管10を通して送泥管4内に圧送する。そ
の際、固化剤7の圧送は送泥管7に対する供給位置に最
初の泥土が達する時から全量の泥土が圧送し終る時点ま
で略均等に供給するように圧力調整されている。
Then, when, for example, opening information of the tank pressurizing valve that informs the pressurizing of the mud is input from the mud pressing system 1, the pressurizing valve
19 is opened and the discharge valve 15 is opened, and the solidifying agent 7 in the fixed quantity tank 9 is pressure fed into the mud feeding pipe 4 through the solidifying agent pressure feeding pipe 10. At that time, the pressure of the solidifying agent 7 is regulated so that the solidifying agent 7 is fed substantially evenly from the time when the first mud reaches the feeding position to the mud feeding pipe 7 to the time when all the mud is pumped.

送泥管4内を圧送されてくる泥土は、上記した如く、
複雑な流動態様を繰り返して圧送されているので、固化
剤は泥土に対しまんべんに攪拌混合され、サイクロン5
に達する前に固化されて排出される。
The mud sent under pressure in the mud pipe 4 is as described above.
The solidification agent is uniformly stirred and mixed with the mud because it is sent under pressure by repeating a complicated flow pattern, and the cyclone 5
It is solidified and discharged before reaching.

そして、泥土圧送の停止情報が入力されると、吐出弁
15、加圧弁19を閉弁するが、固化剤圧送管10にはコンプ
レッサー11から常時圧縮空気が供給されているので、管
内に溜っている固化剤は全て送泥管に供給され、管詰ま
りを防止すると共に、送泥管4からの泥土の逆流を防止
する。
Then, when the stop information of mud pressure feeding is input, the discharge valve
15, the pressurizing valve 19 is closed, but since the compressed air is constantly supplied from the compressor 11 to the solidifying agent pressure feeding pipe 10, all the solidifying agent accumulated in the pipe is supplied to the mud feeding pipe to prevent clogging of the pipe. In addition to preventing it, it also prevents the reverse flow of mud from the mud pipe 4.

一方、コンプレッサー11の停止や、制御装置の異常等
が発生すると、非常閉止弁20を閉弁して送泥管4からの
泥土の逆流を防止するようになっている。
On the other hand, when the compressor 11 is stopped, the control device is abnormal, or the like, the emergency stop valve 20 is closed to prevent the reverse flow of the mud from the mud pipe 4.

また、加圧弁19を閉弁した後、大気開放弁17を開弁す
ると定量タンク9とベンチュリー16とは大気開放管18を
通して連通する。ここで、ベンチュリー16にはコンプレ
ッサー11から固化剤圧送管10に向けて圧縮空気が流れて
いるので、ベンチュリー16に於て大気開放管18内の空気
は、定量タンク9側からベンチュリー16側へ流れ、固化
剤圧送管10および送泥管4を通して大気側に開放される
ことになる。これにより、定量タンク9内は大気圧状態
または固化剤サイロ8に比べて減圧状態となり、固化剤
サイロ8内の固化剤7が定量タンク9内に投入される。
そして再び固化剤投入弁13を開弁して同様の動作を繰り
返す。
When the pressure release valve 19 is closed and then the atmosphere release valve 17 is opened, the metering tank 9 and the venturi 16 communicate with each other through the atmosphere release pipe 18. Here, since the compressed air flows from the compressor 11 to the solidifying agent pressure-feeding pipe 10 in the venturi 16, the air in the atmosphere open pipe 18 in the venturi 16 flows from the metering tank 9 side to the venturi 16 side. The solidifying agent pressure feed pipe 10 and the mud feed pipe 4 are opened to the atmosphere side. As a result, the inside of the fixed amount tank 9 is in an atmospheric pressure state or a depressurized state as compared with the solidifying agent silo 8, and the solidifying agent 7 in the solidifying agent silo 8 is charged into the fixed amount tank 9.
Then, the solidifying agent injection valve 13 is opened again and the same operation is repeated.

このように構成した本実施例の装置による混合処理試
験をシルト軟質弱土を用いて施行した結果、一軸圧縮強
度面では室内配合土と略同じ強度が発現することが確認
できた。
As a result of carrying out the mixing treatment test using the apparatus of this example configured as described above using the silt soft weak soil, it was confirmed that the uniaxial compressive strength exhibited approximately the same strength as the indoor mixed soil.

また固化剤注入位置は送泥管吐出口より10〜20Mの位
置で充分に混合効果が上がることも実証された。
It was also proved that the solidifying agent injection position was 10 to 20 M from the mud pipe discharge port, and the mixing effect was sufficiently enhanced.

なお、上記した実施例では固化剤として、石灰やセメ
ント等の粉粒状のものを用いたが、スラリー状の固化剤
を使用してもよく、この場合は流量計によってスラリー
状固化剤の定量を計測するようにすればよい。
In the above-mentioned examples, as the solidifying agent, powdered particles such as lime and cement were used, but a slurry-like solidifying agent may be used, and in this case, the quantification of the slurry-like solidifying agent is performed by a flow meter. It should be measured.

また、固化剤の注入開始は、送泥管4内に泥土の流れ
を検知するセンサーを設け、このセンサーからの信号に
基づいて行なってもよい。
Further, the injection of the solidifying agent may be started based on a signal from the sensor provided with a sensor for detecting the flow of mud in the mud transport pipe 4.

第2図は他の実施例を示す概略図である。 FIG. 2 is a schematic view showing another embodiment.

上記した実施例は、定量タンク9に固化剤を検量ロー
ドセル14で計量し、これを直接固化剤圧送管10に供給す
るようにしているが、本実施例は、定量タンク9の下部
にさらに固化剤投入弁13′を介して固化剤圧送タンク
9′を設け、固化剤圧送タンク9′に設けた固化剤吐出
弁15を介して固化剤圧送管10に接続し、また固化剤圧送
タンク9′に主空気管12を接続している。
In the above-described embodiment, the solidifying agent is measured in the metering tank 9 by the calibration load cell 14, and is directly supplied to the solidifying agent pressure feed pipe 10. However, in the present embodiment, the solidifying agent is further solidified in the lower portion of the metering tank 9. A solidifying agent pressure feeding tank 9'is provided through a solidifying agent feeding valve 13 ', and is connected to a solidifying agent pressure feeding pipe 10 through a solidifying agent discharge valve 15 provided in the solidifying agent pressure feeding tank 9', and is also a solidifying agent pressure feeding tank 9 '. The main air pipe 12 is connected to.

したがって、本実施例によれば、固化剤圧送中に定量
タンク9に一定量の固化剤を蓄えておき、固化剤の圧送
終了後に定量タンク9から固化剤圧送タンク9′に直ち
に投入できるので、固化剤混合を間断なく行なえる。
Therefore, according to the present embodiment, a fixed amount of the solidifying agent can be stored in the fixed amount tank 9 during the solidifying agent pressure feeding, and after the solidifying agent pressure feeding is completed, the solidifying agent can be immediately charged into the solidifying agent pressure feeding tank 9 ′. The solidifying agent can be mixed without interruption.

[発明の効果] 以上説明してきたように、本発明によれば、以下に述
べるような効果が得られる。
[Effect of the Invention] As described above, according to the present invention, the following effects can be obtained.

I:固化剤と泥土とを攪拌混合するための機械を必要とす
ることなく、固化剤と泥土とをまんべんなく攪拌混合さ
せることができる。
I: The solidifying agent and the mud can be uniformly stirred and mixed without the need for a machine for stirring and mixing the solidifying agent and the mud.

II:泥土を送泥管内を圧送させる途中で固化剤を注入す
るので、泥土搬送性及び固化処理された泥土の搬送性が
良い。
II: Since the solidifying agent is injected while the mud is being pressure-fed in the mud pipe, the mud can be transported and the solidified mud can be easily transported.

III:従来のように固化処理作業後、例えば泥土圧送タン
ク内を洗浄する必要がない。
III: There is no need to wash, for example, the inside of the mud pressure-feeding tank after the solidification treatment as in the conventional case.

IV:従来の圧送タンク内混合処理方式では投入される固
化剤が増えるにしたがって圧送すべき泥土の量が減少す
るが、本発明によれば、圧送タンク式の泥土圧送システ
ムを用る場合、そのタンクの容量を最大限使用して泥土
の圧送が行なえる。
IV: In the conventional mixing processing method in the pressure-feeding tank, the amount of mud to be pressure-fed decreases as the amount of the solidifying agent added increases, but according to the present invention, when the pressure-feeding tank-type mud pressure-feeding system is used, The maximum capacity of the tank can be used to pump mud.

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

第1図は本発明による泥土固化剤混合処理装置の一実施
例を示す概略図、第2図は他の実施例の概略図である。 1:泥土圧送システム、2:泥土圧送タンク 3:泥土吐出弁、4:送泥管 5:サイクロン 6:泥土固化剤処理装置 7:泥土固化剤、8:固化剤サイロ 9:定量タンク、10:固化剤圧送管 11:コンプレッサー、12:主空気管 13:固化剤投入弁、14:検量ロードセル 15:固化剤吐出弁、16:ベンチュリー 17:大気開放弁、18:大気開放管 19:加圧弁、20:非常閉止弁。
FIG. 1 is a schematic view showing one embodiment of the mud solidifying agent mixing treatment apparatus according to the present invention, and FIG. 2 is a schematic view of another embodiment. 1: Mud pressure feed system, 2: Mud pressure feed tank 3: Mud discharge valve, 4: Mud pipe 5: Cyclone 6: Mud solidifying agent treatment device 7: Mud solidifying agent, 8: Solidifying agent silo 9: Quantitative tank, 10: Solidifying agent pressure feed pipe 11: Compressor, 12: Main air pipe 13: Solidifying agent input valve, 14: Calibration load cell 15: Solidifying agent discharge valve, 16: Venturi 17: Atmosphere opening valve, 18: Atmosphere opening pipe 19: Pressurizing valve, 20: Emergency stop valve.

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】泥土を送泥管内を通して圧縮空気により圧
送する泥土圧送システムにおける該送泥管に、泥土固化
剤を注入する泥土固化剤混合処理装置であって、 固化剤を供給する固化剤供給手段と、密閉可能な容器中
に該固化剤供給手段から固化剤が供給され、所定量の固
化剤供給を検知すると固化剤の供給を絶つ固化剤定量供
給手段と、該容器内に圧縮空気源からの圧縮空気を導い
て該容器内の固化剤を該送泥管内に圧送する固化剤圧送
経路と、該圧縮空気源から該容器への圧縮空気の供給を
制御する加圧弁と、該容器から該固化剤圧送経路への固
化剤の供給を制御する吐出弁と、該泥土圧送システムか
ら泥土の圧送開始を検知すると該加圧弁及び吐出弁を開
弁させるように制御する制御手段とから構成したことを
特徴とする泥土固化剤混合処理装置。
1. A mud solidifying agent mixing treatment device for injecting a mud solidifying agent into the mud pressure feeding system in a mud pressure feeding system in which mud is pressure-fed by compressed air through the mud feeding pipe, wherein the solidifying agent is supplied. Means and a solidifying agent supply means for supplying a solidifying agent from the solidifying agent supply means into a container that can be sealed, and when the supply of the solidifying agent in a predetermined amount is detected, the solidifying agent quantitative supply means and a compressed air source in the container. From the container, a solidifying agent pressure-feeding path for guiding the compressed air from the container to pressure-feed the solidifying agent in the container into the mud pipe, a pressure valve for controlling the supply of the compressed air from the compressed air source to the container, and the container It comprises a discharge valve for controlling the supply of the solidifying agent to the solidifying agent pressure feeding path, and a control means for controlling to open the pressurizing valve and the discharge valve when the start of the pressure feeding of the mud is detected from the mud pressure feeding system. Mixed mud solidifying agent characterized by Processing device.
【請求項2】泥土を送泥管内を通して圧縮空気により圧
送する泥土圧送システムにおける該送泥管に、泥土固化
剤を注入する泥土固化混合処理装置であって、 固化剤を供給する固化剤供給手段と、該固化剤供給手段
から所定の固化剤量を検量し蓄える固化剤定量供給手段
と、密閉可能な容器中に該固化剤定量供給手段から固化
剤が供給され、該容器内に圧縮空気源からの圧縮空気が
導かれる固化剤圧送タンクと、該容器内の固化剤を該送
泥管内に圧送する固化剤圧送経路と、該圧縮空気源から
該容器への圧縮空気の供給を制御する加圧弁と、該容器
から該固化剤圧送経路への固化剤の供給を制御する吐出
弁と、該泥土圧送システムから泥土の圧送開始を検知す
ると該加圧弁及び吐出弁を開弁させるように制御する制
御手段とから構成したことを特徴とする泥土固化剤混合
処理装置。
2. A mud solidification mixing treatment device for injecting a mud solidifying agent into a mud pressure feeding system in a mud pressure feeding system for feeding mud by compressed air through the mud feeding pipe, the solidifying agent supplying means supplying the solidifying agent. A solidifying agent quantitative supply means for measuring and storing a predetermined amount of the solidifying agent from the solidifying agent supply means, and a solidifying agent is supplied from the solidifying agent quantitative supply means into a sealable container, and a compressed air source is supplied in the container. From the compressed air from the compressed air source to the container, the solidification agent pressure-feeding path for pressure-feeding the solidification agent in the vessel into the mud pipe, and the addition of a compressed air source for controlling the supply of compressed air from the compressed air source to the vessel. A pressure valve, a discharge valve for controlling the supply of the solidifying agent from the container to the solidifying agent pressure feeding path, and a control for opening the pressure valve and the discharge valve when the mud pressure feeding system detects the start of feeding the mud. Consisting of control means A device for mixing mud solidifying agent, characterized by:
【請求項3】前記固化剤圧送経路には前記吐出弁の吐出
側から圧縮空気が供給されていることを特徴とする請求
項1又は2に記載の泥土固化剤混合処理装置。
3. The mud solidifying agent mixing treatment apparatus according to claim 1, wherein compressed air is supplied to the solidifying agent pressure feeding path from the discharge side of the discharge valve.
【請求項4】前記固化剤圧送経路には前記送泥管との接
続部近傍に常開型の非常閉止弁を設けたことを特徴とす
る請求項1、2又は3に記載の泥土固化剤混合処理装
置。
4. The mud solidifying agent according to claim 1, 2 or 3, wherein a normally open type emergency shutoff valve is provided in the vicinity of a connection portion with the mud sending pipe in the solidifying agent pressure feeding path. Mixed processing equipment.
JP63253249A 1988-10-07 1988-10-07 Mud solidifying agent mixing processing equipment Expired - Fee Related JP2554141B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63253249A JP2554141B2 (en) 1988-10-07 1988-10-07 Mud solidifying agent mixing processing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63253249A JP2554141B2 (en) 1988-10-07 1988-10-07 Mud solidifying agent mixing processing equipment

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP6239189A Division JPH07242329A (en) 1994-10-03 1994-10-03 Mud solidifying agent mixing processing method

Publications (2)

Publication Number Publication Date
JPH02100920A JPH02100920A (en) 1990-04-12
JP2554141B2 true JP2554141B2 (en) 1996-11-13

Family

ID=17248641

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63253249A Expired - Fee Related JP2554141B2 (en) 1988-10-07 1988-10-07 Mud solidifying agent mixing processing equipment

Country Status (1)

Country Link
JP (1) JP2554141B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04102614A (en) * 1990-08-17 1992-04-03 Seisui:Kk Hardening method for poor subsoil by air force feeding

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0352846Y2 (en) * 1984-10-02 1991-11-18
JPH0352845Y2 (en) * 1984-10-02 1991-11-18
JPH0352847Y2 (en) * 1984-10-02 1991-11-18

Also Published As

Publication number Publication date
JPH02100920A (en) 1990-04-12

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