JP2947647B2 - Prevention device for clogging of pressure feed line - Google Patents
Prevention device for clogging of pressure feed lineInfo
- Publication number
- JP2947647B2 JP2947647B2 JP25910291A JP25910291A JP2947647B2 JP 2947647 B2 JP2947647 B2 JP 2947647B2 JP 25910291 A JP25910291 A JP 25910291A JP 25910291 A JP25910291 A JP 25910291A JP 2947647 B2 JP2947647 B2 JP 2947647B2
- Authority
- JP
- Japan
- Prior art keywords
- pressure feed
- pumping
- ground improvement
- clogging
- feed line
- 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
Links
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Air Transport Of Granular Materials (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、付着性材料を圧送する
ための圧送ラインが少なくとも2以上形成され、かつ付
着性材料が各圧送ラインによりそれぞれ独立して圧送さ
れる、付着性材料を圧送するシステムにおける、圧送ラ
インの詰まり防止装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention pumps an adhesive material.
At least two or more pressure feed lines for
Adhesive material is pumped independently by each pumping line.
Pumping system in an adhesive material pumping system
The present invention relates to an in-clog prevention device.
【0002】[0002]
【従来の技術】土木建築などの構造物は、土地利用の制
約から軟弱地盤での建設が必要となる場合が多く、また
人工島造成、埋立地での構造物建設には地盤改良が不可
避となっている。近年、多種多用の地盤改良工法が開発
され、実用に供されているが、たとえば、軟弱地盤中に
改良材を噴射、機械混合しながら注入し、改良地盤を造
成する工法が盛んに行われている。2. Description of the Related Art In many cases, civil engineering and other structures require construction on soft ground due to restrictions on land use. In addition, ground improvement is inevitable when constructing artificial islands and constructing structures in landfills. Has become. In recent years, various types of ground improvement methods have been developed and put to practical use.For example, a method of injecting an improvement material into soft ground, injecting it while mixing mechanically, and forming an improved ground is being actively performed. I have.
【0003】前記地盤改良工法は、大別すると、機械的
攪拌を行った領域にセメントスラリーを混合し攪拌する
CDM工法(Cement Deep Mixing)やソイルセメントの
連続壁を構築するSMW(Soil Mixing Wall)に代表さ
れるスラリー系の工法と、石灰やセメントなどを粉体・
粒状体のまま空気に乗せて圧送し、土中の水分を利用し
てスラリー化して混合固結させるDJM(Dry Jet Mixi
ng)に代表される粉体系の工法と、注入剤のもつジェッ
トエネルギーで地盤を切削して形成された空隙に水ガラ
ス系薬液またはセメントミルクなどを導入し、掘削土砂
と置換して固結体を作るCCP(Chemical-Churning-Pil
e)、JSG(Jumbo-Jet-Special Grout)工法に代表され
る高圧噴射系の工法に分けられる。[0003] The ground improvement method can be roughly classified into a CDM method (Cement Deep Mixing) in which a cement slurry is mixed and stirred in a region where mechanical stirring is performed, and an SMW (Soil Mixing Wall) in which a continuous wall of soil cement is constructed. And lime, cement, etc.
The DJM (Dry Jet Mixi), in which the granular material is put on air and sent under pressure, slurried using water in the soil and mixed and consolidated
ng) and water-glass chemicals or cement milk are introduced into the gaps formed by cutting the ground with the jet energy of the injectant and the jet energy of the injectant, and are replaced with excavated earth and sand to form a consolidated body CCP (Chemical-Churning-Pil)
e), high-pressure injection system method represented by JSG (Jumbo-Jet-Special Grout) method.
【0004】[0004]
【発明が解決しようとする課題】これら各種の地盤改良
工法における問題点の一つに圧送ライン中の詰まり現象
がある。特にスラリー系の地盤改良材を使用する場合
や、粉体を使用する場合には、その付着性により圧送ラ
イン中間における詰まり現象が顕著である。従来、圧送
ラインの途中で改良材の詰まりが発生した場合には、地
上で圧送ラインを分解して詰まりを直していたが、圧送
ラインは詰まりにより高圧状態となっているため、分解
により圧力を開放した際に改良材が飛散し、周囲を汚す
とともに安全上の問題があった。また、その分解作業に
も手間を要し、作業工程の遅延の原因ともなっていた。One of the problems in these various ground improvement methods is a clogging phenomenon in a pressure feed line. In particular, when a slurry-based ground improvement material is used or when powder is used, the clogging phenomenon in the middle of the pressure feed line is remarkable due to its adhesion. Conventionally, when the clogging of the improved material occurred in the middle of the pressure feed line, the pressure feed line was disassembled on the ground to fix the clogging. When opened, the improved material scattered, soiling the surroundings and causing safety problems. In addition, the disassembling operation requires time and effort, which causes a delay in the operation process.
【0005】そこで、本発明の主たる課題は、分解等す
ることなく、付着性材料の圧送ラインにおける詰まりを
簡単かつ効率的に防止することにある。Accordingly, a main object of the present invention is to simply and efficiently prevent clogging of an adhesive material in a pressure feed line without decomposition or the like.
【0006】[0006]
【課題を解決するための手段】前記課題は、付着性材料
を圧送するための圧送ラインが少なくとも2以上形成さ
れ、かつ付着性材料が各圧送ラインによりそれぞれ独立
して圧送される、付着性材料を圧送するシステムにおい
て、前記各圧送ラインを相互に連通する連通路を設け、
その連通路の中間に開閉弁を配設したことで解決でき
る。Means for Solving the Problems] This object is achieved, independent pumping line for pumping adherent material <br/> are formed at least two or more, and adherent material by each pumping line
And is pumped, the adherent material Te system odor <br/> pumping, providing a communicating passage for communicating each of said pumping line to each other,
This can be solved by disposing an on-off valve in the middle of the communication path .
【0007】さらに具体的には、単体の地盤改良機に至
る、または複数の地盤改良機に至る少なくとも2以上の
地盤改良材の圧送ラインが形成され、かつ地盤改良材が
各圧送ラインによりそれぞれ独立して圧送される、地盤
改良システムにおいて、 前記各圧送ラインを相互に連通
する連通路を設け、その連通路の中間に開閉弁を配設し
たことを特徴とする圧送ラインの詰まり防止装置を提案
する。 More specifically, a single ground improvement machine has been developed.
Or at least two or more
The ground improvement material pumping line is formed, and
Ground that is independently pumped by each pumping line
In the improved system, the pumping lines communicate with each other
Communication path, and an on-off valve in the middle of the communication path.
Proposed a clogging prevention device for the pressure feed line
I do.
【0008】本発明では、前記各圧送ラインを相互に連
通する各連通路の両端に、それぞれ開閉弁を配設するの
が好ましい。 [0008] In the present invention, the respective pressure feed lines are connected to each other.
On-off valves should be installed at both ends of each communication passage.
Is preferred.
【0009】[0009]
【作用】本発明においては、特に付着性材料を圧送する
ための圧送ラインが少なくとも2以上形成され、かつ付
着性材料が各圧送ラインによりそれぞれ独立して圧送さ
れる、付着性材料を圧送するシステムを対象とし、各圧
送ラインを相互に連通し、その中間に開閉弁を配設した
ため、仮に一方側の圧送ラインで詰まりを起こした場
合、前記開閉弁を開弁することにより、他方側の圧送ラ
インへ逆流が起こり、負圧によるバキューム現象により
前記一方側の圧送ラインの詰まりが解除される。本発明
者等の知見によれば、連通路に配設される開閉弁を一つ
とした場合には、連通路内に圧送材が充満することとな
り開弁してもバキューム現象が緩慢となり、すぐには詰
まりが解除されないことが判明した。そこで試験を重ね
た結果、前記各連通路の両端にそれぞれ開閉弁を配設
し、その中間部分を空にしておくことにより、開弁とほ
ぼ同時に詰まりを解除することができるようになった。In the present invention, in particular, the adhesive material is pumped.
At least two or more pressure feed lines for
Adhesive material is pumped independently by each pumping line.
For the system for pumping the adhesive material, each pumping line is communicated with each other, and an on-off valve is arranged in the middle, so if one of the pumping lines is clogged, By opening the on-off valve, a backflow occurs to the other side of the pressure feed line, and the clogging of the one side pressure feed line is released by a vacuum phenomenon due to negative pressure. According to the findings of the present inventors, when the on-off valve disposed in the communication passage is one, the communication passage is filled with the pressure-feeding material, and even when the valve is opened, the vacuum phenomenon becomes slow, and It was found that the clog was not cleared. Therefore, as a result of repeated tests, it has become possible to release clogging almost at the same time as opening the valves by arranging on-off valves at both ends of each of the communication passages and leaving the intermediate portions empty.
【0010】[0010]
【実施例】以下、本発明を実施例に基づき詳説する。図
1は2軸のDJM工法(粉体噴射攪拌工法)に対し本発
明詰まり防止装置を適用した場合の全体概略図であり、
図2は正面から見た図である。タンクローリー車7から
供給される地盤改良材は、一旦改良材サイロ6に貯留さ
れ、この改良材サイロ6から並設された2台の改良材供
給機2、3に対し供給される。2軸のDJM工法の場合
には、各攪拌軸16、18に対し、それぞれ一つの改良
材供給機2、3が対応して設けられ、さらに前記改良材
供給機2、3に対し、圧送のためにそれぞれ空気圧縮機
4、5が配設されている。DJM工法における地盤改良
材は、粉体のまま地盤中に送給されるため、前記改良材
供給機2、3内の地盤改良材は、これに接続される空気
圧縮機4、5からの圧縮空気に随伴されて地盤改良機1
まで送られる。地盤改良機1に送られた地盤改良材は、
スイベルジョイント15、17を介して攪拌軸16、1
8の先端から噴射され、攪拌とともに土と混合される。
また、ライン8、9にはバイパスエアーラインが配置さ
れており、地盤掘削時にライン8、9の詰まり防止とし
て、このラインからエアーを供給し掘削を行う。改良材
の圧送中にもバイパスエアーラインの閉塞防止のため、
エアーの供給を同時に行う。なお、前記バイパスエアー
ラインには改良材の逆流防止のため逆止弁27、28が
取付けられている。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail based on embodiments. FIG. 1 is an overall schematic diagram when the clogging prevention device of the present invention is applied to a two-axis DJM method (powder injection stirring method).
FIG. 2 is a view from the front. The ground improvement material supplied from the tank truck 7 is temporarily stored in the improvement material silo 6 and is supplied from the improvement material silo 6 to two improvement material supply machines 2 and 3 arranged side by side. In the case of the two-axis DJM method, one improving material feeder 2, 3 is provided for each of the stirring shafts 16, 18, respectively. For this purpose, air compressors 4, 5 are provided respectively. Since the ground improvement material in the DJM method is fed into the ground as powder, the ground improvement material in the improvement material feeders 2 and 3 is compressed by the air compressors 4 and 5 connected thereto. Ground improvement machine 1 accompanied by air
Sent to Ground improvement material sent to ground improvement machine 1
Stirring shafts 16, 1 via swivel joints 15, 17
It is sprayed from the tip of No. 8 and mixed with soil with stirring.
In addition, bypass air lines are arranged in the lines 8 and 9, and when the ground is excavated, air is supplied from these lines to perform excavation in order to prevent clogging of the lines 8 and 9. To prevent clogging of the bypass air line even during the feeding of improved material,
Supply air at the same time. In addition, check valves 27 and 28 are attached to the bypass air line to prevent the backflow of the improving material.
【0011】DJM工法に使用される地盤改良材は、そ
の最大径が概ね5mm程度以下の乾燥状態の粉粒体とさ
れ、その種類は、セメント、生石灰、消石灰、排煙脱硫
石膏、鉱砕スラグ、フライアッシュ、あるいは砂、砕石
ダストなどが用いられ、地盤の性質と改良の目的に応じ
て適宜選択される。また、これらの地盤改良材を2種以
上混合した混合材料とすることもできる。The ground improvement material used in the DJM method is a dry powder having a maximum diameter of about 5 mm or less, and is made of cement, quicklime, slaked lime, flue gas desulfurized gypsum, ore slag. , Fly ash, sand, crushed stone dust and the like are used, and are appropriately selected according to the properties of the ground and the purpose of improvement. Further, a mixed material in which two or more of these ground improvement materials are mixed can also be used.
【0012】前記2軸のDJM工法のように、送給され
る地盤改良材がそれぞれ独立の圧送ライン8、9をもっ
て送給される地盤改良システムに対し、本発明詰まり防
止装置は適用される。本発明詰まり防止装置は、前記圧
送ライン8、9を連通路10により接続し、この連通路
10の両端にそれぞれ開閉弁13、14を配設すること
により構成されている。前記改良材供給機2、3の供給
側に設けられた開閉弁11、12は、改良材供給2、3
への逆流を防止するとともに、バキューム効果を高める
ために配設されたものである。なお、前記開閉弁11〜
14は、手動操作弁、電磁弁、電動弁等適宜の形式のも
のを採用することができる。In contrast to the above-described two-axis DJM method, the ground improvement system according to the present invention is applied to a soil improvement system in which the ground improvement material to be fed is fed through independent pressure feed lines 8 and 9, respectively.
A locking device is applied. The clogging prevention device of the present invention is configured by connecting the pressure feed lines 8 and 9 by a communication passage 10 and disposing on-off valves 13 and 14 at both ends of the communication passage 10, respectively. Opening / closing valves 11 and 12 provided on the supply side of the improving material feeders 2 and 3 are used to supply the improving material feeds 2 and 3 respectively.
It is provided to prevent backflow to the air and to enhance the vacuum effect. The on-off valves 11 to 11
For 14, an appropriate type such as a manually operated valve, a solenoid valve, or an electric valve can be adopted.
【0013】以上のように構成される詰まり防止装置に
おいて、たとえば圧送ライン8側において詰まりを起こ
した場合、開閉弁11を閉弁するとともに、開閉弁1
3、14を開弁することによって、圧送ライン8側の圧
縮空気が圧送ライン9側に吸い込まれ逆流することによ
って負圧が生じ、このバキューム現象により材料詰まり
が解除される。In the clogging prevention device configured as described above, for example, when clogging occurs on the pressure feed line 8 side, the on-off valve 11 is closed and the on-off valve 1 is closed.
When the valves 3 and 14 are opened, the compressed air on the pressure feed line 8 side is sucked into the pressure feed line 9 side and flows backward to generate a negative pressure, and the vacuum phenomenon releases the material clogging.
【0014】次に、JSG工法の地盤改良システムに対
して適用した例について図3に基づき詳説する。JSG
工法は、早強ポルトランドセメントなどのセメント系改
良材に水および混和剤を加えてミキサー20、30内で
調合されたスラリー系改良剤が、超高圧ポンプ21、3
1により圧送され、流量記録計22、32を経て地盤改
良機24、34まで圧送されるとともに、並設されたコ
ンプレッサー23、33から圧縮空気が地盤改良機2
4、34に送られ、地盤改良材が圧縮空気とともに注入
管先端から地盤中に高圧噴射されるものである。Next, an example of application to the ground improvement system of the JSG method will be described in detail with reference to FIG. JSG
According to the method, a slurry-based modifier prepared by adding water and an admixture to a cement-based modifier such as early-strength Portland cement and mixing in a mixer 20 or 30 is mixed with an ultrahigh-pressure pump 21 or 3.
1 and then to the soil improvement machines 24 and 34 via the flow recorders 22 and 32, and compressed air from the compressors 23 and 33 arranged side by side.
4 and 34, and the ground improvement material is injected into the ground at high pressure from the injection pipe tip together with the compressed air.
【0015】以上のように、2組の地盤改良システムが
並列的に配設されている場合にも本発明詰まり防止装置
が好適に適用される。それぞれの地盤改良システムの圧
送ライン25、35を連通路19により相互に接続し、
この連通路19の両端側にそれぞれ開閉弁26、36を
配設する。そして、どちらか一方のシステムの圧送ライ
ンが詰まった場合に、開閉弁26、36の両方を開弁す
ることにより詰まりを解除することができる。As described above, the clogging prevention device of the present invention is suitably applied even when two sets of ground improvement systems are provided in parallel. The pumping lines 25 and 35 of each ground improvement system are interconnected by the communication passage 19,
On-off valves 26 and 36 are provided at both ends of the communication passage 19, respectively. Then, when the pressure feed line of one of the systems is clogged, the clogging can be released by opening both of the on-off valves 26 and 36.
【0016】さらに、図4に示されるように、SMW工
法などの多軸の地盤改良機によりソイルセメント柱列壁
を造成する場合でも、各攪拌軸40〜42に供給される
セメントミルクの圧送経路をそれぞれ相互に接続し、そ
の中間に開閉弁を設けることにより詰まりを防止するこ
とができる。Further, as shown in FIG. 4, even when the soil cement column walls are formed by a multi-axial ground improvement machine such as the SMW method, the pressure route of cement milk supplied to each of the stirring shafts 40-42. Are connected to each other and an on-off valve is provided between them to prevent clogging.
【0017】以上、地盤改良システムを例にとり、圧送
ラインの詰まり防止装置について詳述したが、本発明は
何ら地盤改良材の圧送のみに限定されるものではなく、
たとえばクラック注入材、モルタル、コンクリート、排
泥土等、詰まりが問題となる付着性を有する材料の圧送
に際し、適用することができる。As mentioned above, the clogging prevention device of the pressure feed line has been described in detail by taking the ground improvement system as an example. However, the present invention is not limited to only the pressure feed of the ground improvement material.
For example, the present invention can be applied to pressure-feeding of a material having an adhesive property that causes a problem of clogging, such as a crack injection material, mortar, concrete, and muddy soil.
【0018】[0018]
【発明の効果】以上詳説のとおり、本発明によれば、簡
易な装置により、圧送ラインの分解等することなく、簡
単に詰まりを解除することができるようになるため、圧
送材の飛散等がなくなり作業環境が改善されるととも
に、作業が効率化するなどの効果がもたらされる。As described in detail above, according to the present invention, the clogging can be easily released by a simple device without disassembling the pressure feeding line, etc. As a result, the working environment is improved, and effects such as improved work efficiency are brought about.
【図1】DJM工法システムへの本発明詰まり防止装置
の適用例を示す図である。FIG. 1 is a diagram showing an application example of a clogging prevention device of the present invention to a DJM method.
【図2】図1の正面からの視図である。FIG. 2 is a front view of FIG.
【図3】2組のJSG工法システムが並設される場合へ
の本発明装置の適用例を示す図である。FIG. 3 is a diagram showing an example of application of the apparatus of the present invention to a case where two sets of JSG method systems are installed side by side.
【図4】SMW工法による柱列壁造成状況図である。FIG. 4 is a view showing the state of the column wall formation by the SMW method.
1…地盤改良機、2・3…改良材供給機、4・5…空気
圧縮機、6…改良材サイロ、7…タンクローリー、8・
9…圧送ライン、10…連通路、11〜14…開閉弁、
16・18…攪拌軸1: ground improvement machine, 2.3: improvement material feeder, 4.5: air compressor, 6: improvement material silo, 7: tank lorry, 8.
9: pressure feed line, 10: communication path, 11 to 14: on-off valve,
16.18… Stirring shaft
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E02D 3/12 101 B65G 53/66 ──────────────────────────────────────────────────続 き Continuation of front page (58) Field surveyed (Int.Cl. 6 , DB name) E02D 3/12 101 B65G 53/66
Claims (3)
少なくとも2以上形成され、かつ付着性材料が各圧送ラ
インによりそれぞれ独立して圧送される、付着性材料を
圧送するシステムにおいて、 前記各圧送ラインを相互に連通する連通路を設け、その
連通路の中間に開閉弁を配設したことを特徴とする圧送
ラインの詰まり防止装置。At least two or more pumping lines for pumping an adhesive material are formed , and the adhesive material is supplied to each pumping line.
Independently pumped adhesive material
In the pressure feeding system , a communication path for communicating the respective pressure feeding lines with each other is provided ,
An apparatus for preventing clogging of a pressure feed line, wherein an on-off valve is provided in the middle of the communication passage .
盤改良機に至る少なくとも2以上の地盤改良材の圧送ラ
インが形成され、かつ地盤改良材が各圧送ラインにより
それぞれ独立して圧送される、地盤改良システムにおい
て、 前記各圧送ラインを相互に連通する連通路を設け、その
連通路の中間に開閉弁を配設したことを特徴とする圧送
ラインの詰まり防止装置。2. A pumping line for at least two or more ground improvement materials leading to a single soil improvement machine or to a plurality of ground improvement machines is formed, and the ground improvement material is transferred by each of the pumping lines.
In a ground improvement system that is independently pumped, a communication path that mutually connects the pumping lines is provided ,
An apparatus for preventing clogging of a pressure feed line, wherein an on-off valve is provided in the middle of the communication passage .
路の両端に、それぞれ開閉弁を配設する請求項1または
2記載の圧送ラインの詰まり防止装置。3. An apparatus for preventing clogging of a pressure feed line according to claim 1 or 2 , wherein on- off valves are respectively provided at both ends of each communication passage connecting said pressure feed lines to each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25910291A JP2947647B2 (en) | 1991-10-07 | 1991-10-07 | Prevention device for clogging of pressure feed line |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25910291A JP2947647B2 (en) | 1991-10-07 | 1991-10-07 | Prevention device for clogging of pressure feed line |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0598630A JPH0598630A (en) | 1993-04-20 |
JP2947647B2 true JP2947647B2 (en) | 1999-09-13 |
Family
ID=17329355
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25910291A Expired - Fee Related JP2947647B2 (en) | 1991-10-07 | 1991-10-07 | Prevention device for clogging of pressure feed line |
Country Status (1)
Country | Link |
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JP (1) | JP2947647B2 (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3964232B2 (en) * | 2002-03-06 | 2007-08-22 | 株式会社日東テクノ・グループ | Powder transport system for powder jet agitator |
JP2003268761A (en) * | 2002-03-19 | 2003-09-25 | Japan Construction Mechanization Association | Improving material supply method of ground improving machine and its device |
JP3964237B2 (en) * | 2002-03-20 | 2007-08-22 | 社団法人日本建設機械化協会 | Powder transport system for casing pipe of powder jet agitator double shaft connection plant |
US11097974B2 (en) | 2014-07-31 | 2021-08-24 | Corning Incorporated | Thermally strengthened consumer electronic glass and related systems and methods |
KR101952085B1 (en) | 2016-01-12 | 2019-05-21 | 코닝 인코포레이티드 | Thin, thermally and chemically tempered glass-based products |
JP2019124050A (en) * | 2018-01-16 | 2019-07-25 | 株式会社フローリック | Soil improvement method |
WO2020219290A1 (en) | 2019-04-23 | 2020-10-29 | Corning Incorporated | Glass laminates having determined stress profiles and methods of making the same |
WO2021025981A1 (en) | 2019-08-06 | 2021-02-11 | Corning Incorporated | Glass laminate with buried stress spikes to arrest cracks and methods of making the same |
-
1991
- 1991-10-07 JP JP25910291A patent/JP2947647B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0598630A (en) | 1993-04-20 |
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