JP2006029041A - Slurry using method and device - Google Patents
Slurry using method and device Download PDFInfo
- Publication number
- JP2006029041A JP2006029041A JP2004234932A JP2004234932A JP2006029041A JP 2006029041 A JP2006029041 A JP 2006029041A JP 2004234932 A JP2004234932 A JP 2004234932A JP 2004234932 A JP2004234932 A JP 2004234932A JP 2006029041 A JP2006029041 A JP 2006029041A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- slurry
- pressure
- predetermined
- discharged
- 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
Links
Images
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
本発明は、軟弱地盤の安定、地山支保、トンネル支保工、構築物の基礎、構築物の基礎補強、液状化防止、遮水用地中壁、地下水湧水防止などを目的として用いられる高圧噴射工法や機械攪拌工法などの施工によって生じる余剰スラリーの利用方法と装置に関するものである。The present invention relates to a high-pressure injection method used for the purpose of soft ground stability, ground support, tunnel support, structure foundation, structure foundation reinforcement, liquefaction prevention, underground wall for water shielding, groundwater spring prevention, etc. The present invention relates to a method and an apparatus for using surplus slurry generated by construction such as a mechanical stirring method.
高圧噴射工法は、セメント系や水ガラス系などの硬化剤液を単独または高圧水や圧縮空気と一緒に地中に高圧で噴射し、原地盤と硬化材液を攪拌混合することで、原地盤を固化させるもので、わが国でも地盤改良工事をはじめ地下工事や防災工事、管工事などの場面で広く利用されている。しかしながら、高圧噴射工法において、地中に噴射されたセメント系や水ガラス系などの硬化剤液は、全量が地中において固化されるものではなく、噴射量と同程度の量の硬化材や原地盤の土砂や水を含む余剰スラリーが、空気などと混合された廃泥として、地上に排出される。地上に排出された廃泥は専用車で廃棄物処理場まで搬送し産業廃棄物として処理することとなっており、環境面のみならずコスト面で大きな負荷となっている。そのため、咋今では地中のスラリーを地上に排出し、処理槽で粒度の大きい土砂の分離をした後、濃度に応じた固化材や水などを添加して硬化材液として調合しなおして再度地中に噴射する方法が各種検討、開発されているが、コスト、設備面などで負担が大きく、普及していないなのが実情である。また、機械攪拌工法においても、攪拌翼で地中を攪拌する際、高圧水や水などを併用するため、大量ではないにしてもスラリーが発生する。その処理についても、高圧噴射工法と同様にコスト面、環境面で大きな負荷となっている。 The high-pressure spray method uses a cement-based or water-glass-based hardener solution alone or together with high-pressure water or compressed air at a high pressure into the ground, and stirs and mixes the original ground with the hardener liquid. In Japan, it is widely used for ground improvement work, underground work, disaster prevention work, and pipe work. However, in the high-pressure injection method, the hardener liquid such as cement or water glass injected into the ground is not solidified in the ground, and the amount of hardener or raw material is almost the same as the injection amount. Excess slurry containing soil and water in the ground is discharged to the ground as waste mud mixed with air. Waste mud discharged on the ground is transported to a waste treatment plant by a dedicated vehicle and treated as industrial waste, which is a heavy burden not only on the environment but also on the cost. Therefore, after draining the underground slurry to the ground and separating the large-grained earth and sand in the treatment tank, add a solidifying material or water according to the concentration and re-mix as a hardening material liquid again. Various methods of injecting into the ground have been studied and developed, but the actual situation is that they are not widely used because of the high cost and equipment. Also in the mechanical stirring method, when stirring the ground with a stirring blade, high-pressure water or water is used together, so that a slurry is generated even if the amount is not large. The processing is also a heavy burden in terms of cost and environment as in the high pressure injection method.
現在のスラリー利用方法は、特公平０６−０６３２２１号「地盤改良工法におけるスラリーの再利用方法」にもあるように、地中で噴射後余剰物となったスラリーを地上に一旦排出して処理槽やプラントに移して成分を計測後、再度必要成分を混合、調合しなおして硬化材液として再利用する方法も試みられているが、一般には地上に排出された余剰なスラリーは再利用しないで、産業廃棄物として専用車で廃棄物処理場に運び処分するしかなく、コスト面で大きな負担となっている。また、地上に排出されず、地盤隆起の原因となったり非改良域地盤へ流入したスラリーは環境に大きな影響を与えるだけでなく、近隣住民の生活に悪影響を及ぼす恐れもある。そのため、安価で環境に優しい新しいスラリーの利用方法が待ち望まれている。 The current slurry utilization method is as described in Japanese Patent Publication No. 06-063221 “Reuse method of slurry in ground improvement method”. Once the slurry becomes surplus after being ejected in the ground, the slurry is once discharged to the ground. It is also tried to recycle as a hardener liquid by mixing and blending the necessary components again after measuring the components after moving to the plant, but in general, do not reuse the excess slurry discharged to the ground. In other words, industrial waste must be transported to a waste disposal site using a dedicated vehicle, which is a heavy burden in terms of cost. In addition, the slurry that is not discharged to the ground and causes ground uplift or flows into the non-improved area ground not only has a great impact on the environment, but also has the potential to adversely affect the lives of neighboring residents. For this reason, there is a long-awaited demand for a new method of using an inexpensive and environmentally friendly slurry.
そこで、本発明は、上記の事情に鑑み、新しいスラリー利用方法として、地盤改良のために地中に高圧噴射された液状の固化材と原地盤が混合したスラリーを、廃液となって地上に排出される前に地中において捕捉吸引し、続けて空気圧または水圧を利用して所定箇所より再度加速噴出して所定域の地盤を改良するスラリー利用方法とした。 Therefore, in view of the above circumstances, the present invention is a new slurry utilization method in which slurry obtained by mixing a liquid solidified material and high-pressure ground injected into the ground for ground improvement is discharged to the ground as waste liquid. Before being carried out, the slurry was captured and sucked in the ground, and the slurry was used to improve the ground in a predetermined region by accelerating and ejecting again from a predetermined location using air pressure or water pressure.
また、本発明は、新しいスラリー利用方法として、地盤改良のために地中に高圧噴射された液状の固化材と原地盤が混合したスラリーを、廃液となって地上に排出される前に地中において捕捉吸引するのに加え、廃液の固化材濃度に応じて固化材を地上より地中に低圧で混合添加しつつ空気圧または水圧を利用して所定箇所より再度加速噴出して所定域の地盤を改良するスラリー利用方法とした。 In addition, the present invention is a new slurry utilization method in which a slurry obtained by mixing a liquid solidified material and a high-pressure jet injected into the ground for ground improvement is discharged into the ground before being discharged into the ground as waste liquid. In addition to trapping and sucking in, the solidified material is mixed and added from the ground to the ground at a low pressure according to the concentration of the solidified material in the waste liquid, and the ground in a predetermined area is spouted again from a predetermined location using air pressure or water pressure. An improved slurry utilization method was adopted.
さらにまた、本発明は、対応した施工する手段を備えたスラリー利用装置とすべく、地盤中で所定圧力の空気圧または水圧を所定方向に噴出させる手段を有し、地盤改良のために地中に高圧噴射された液状の固化材と原地盤が混合したスラリーを、廃液となって地上に排出される前に地中において捕捉吸引するスラリー利用装置とした。 Furthermore, the present invention has means for injecting a predetermined pressure of air pressure or water pressure in a predetermined direction in the ground so as to be a slurry utilization apparatus equipped with a corresponding means for construction, and for improving the ground. A slurry using a high-pressure jetted liquid solidified material and raw ground mixed was captured and sucked in the ground before being discharged into the ground as waste liquid.
本発明を、添付する図面に示す具体的な実施例に基づいて、以下詳細に説明する。 The present invention will be described in detail below based on specific embodiments shown in the accompanying drawings.
本発明は地中において、スラリーが地上に排出されることなく所定箇所で捕捉吸入して続けて空気圧または水圧で再度加速噴出するため、スラリー受容部１とスラリー再噴出部２、空気または水の噴出口３を有した装置を使用する。またこのスラリー受容部１は、周辺に存在するスラリーを効果的に捕捉吸入するために、凹形の形状をしている。さらに、地上の空気圧縮機や高圧ポンプから専用管６でつながった空気または水の噴出口３をスラリー受容部１の内部にリング状または多孔状に複数個配置することで、空気または水の地中への噴出によって生じる負圧によって、スラリー受容部１周辺に存在するスラリーを吸入しやすい特徴を有している。また、噴出口３の内側にスラリー再噴出部２を設けており、スラリー受容部１で捕捉吸入されたスラリーが流入後、空気圧または水圧で再度加速噴出される。図１に本発明に用いる装置の一例を示す。 In the present invention, since the slurry is trapped and sucked at a predetermined place in the ground without being discharged to the ground, and then accelerated and ejected again by air pressure or water pressure, the slurry receiving part 1 and the slurry re-ejecting part 2, air or water A device having a jet 3 is used. Further, the slurry receiving portion 1 has a concave shape in order to effectively capture and suck in the slurry existing in the vicinity. Furthermore, by arranging a plurality of air or water jets 3 connected to a dedicated pipe 6 from a ground air compressor or high-pressure pump inside the slurry receiving portion 1 in a ring shape or a porous shape, Due to the negative pressure generated by the jetting in, the slurry existing around the slurry receiving portion 1 is easily sucked. Further, a slurry re-ejecting part 2 is provided inside the ejection port 3, and after the slurry captured and sucked in by the slurry receiving part 1 flows in, it is accelerated and ejected again by air pressure or water pressure. FIG. 1 shows an example of an apparatus used in the present invention.
図１に示した装置を用いた本発明の実施の一例を図２に示した。装置周辺の過剰なスラリー４は、スラリー受容部１に吸入された後、複数の噴出口３から噴出される圧力のかかった空気または水５とともにスラリー再噴出部２から再度加速噴出され、所定域の地盤を改良することができる。 An example of implementation of the present invention using the apparatus shown in FIG. 1 is shown in FIG. Excess slurry 4 around the apparatus is sucked into the slurry receiving unit 1 and then accelerated and spouted again from the slurry re-spouting unit 2 together with pressurized air or water 5 spouted from the plurality of spouts 3. The ground can be improved.
図１および図２の実施例において、スラリー４の固化材濃度が必要とする強度に達していない場合、本発明では固化材を地上より地中に別途供給管によるか、もしくは専用管６に混入して供給し、スラリー４とともに地中で加速噴出して所定域の地盤を改良することができる。 In the embodiment shown in FIGS. 1 and 2, when the concentration of the solidified material of the slurry 4 does not reach the required strength, in the present invention, the solidified material is mixed separately from the ground into the ground by a supply pipe or mixed into the dedicated pipe 6. Then, it can be accelerated and spouted in the ground together with the slurry 4 to improve the ground in a predetermined area.
また本発明で改良される所定域の地盤は、高圧噴射工法改良域や機械攪拌工法改良域に隣接する箇所に設定されるとより効果的であり、さらに、本発明で改良される所定域の地盤の断面形状については、噴出口３から噴出される空気または水の圧力を所定に設定することと、噴出口３の形状を所定形状とするか噴出口３を所定範囲移動もしくは回転もしくは揺動することによって所定方向とすることにより任意の形状とすることができる。 In addition, the ground of the predetermined area improved in the present invention is more effective when set in a location adjacent to the high pressure injection method improved area or the mechanical stirring method improved area, and further, the predetermined area improved in the present invention. Regarding the cross-sectional shape of the ground, the pressure of the air or water ejected from the ejection port 3 is set to a predetermined value, and the shape of the ejection port 3 is set to a predetermined shape, or the ejection port 3 is moved or rotated or oscillated within a predetermined range. By making it into a predetermined direction, it can be set as arbitrary shapes.
また本発明に用いる装置は、高圧噴射工法に用いるロッドの一部にブロック装着または同時製作してもよいし、個別にボーリングマシンなどで地中に挿入してもよい。専用管６を通じて地上から噴出口３に圧送られる空気または水の噴出圧力は地上で管理され、地盤の土質、含水率等に応じて、随時調整することができる。また、スラリー受容部１の形状と容積は、スラリーの量や性状、地盤の土質などによって任意に設定できる。 In addition, the apparatus used in the present invention may be mounted on a part of the rod used in the high-pressure injection method or may be simultaneously manufactured, or may be individually inserted into the ground by a boring machine or the like. The jet pressure of air or water pumped from the ground to the jet outlet 3 through the dedicated pipe 6 is managed on the ground, and can be adjusted at any time according to the soil quality, moisture content, etc. of the ground. Further, the shape and volume of the slurry receiving portion 1 can be arbitrarily set according to the amount and properties of the slurry, the soil quality of the ground, and the like.
さらに本発明の装置は一個に限らず、対向した配置で二個、上下位置をずらした複数個などを一体の装置として製作することで同時に複数箇所または複数方向に使用することができる。 Furthermore, the device of the present invention is not limited to a single device, but can be used at a plurality of locations or in a plurality of directions at the same time by manufacturing two devices that are opposed to each other and a plurality of devices that are displaced in the vertical position as an integrated device.
本発明は、新しいスラリー利用方法として、スラリーを地盤を改良する材料として利用すべく、地盤改良のために地中に高圧噴射された液状の固化材と原地盤が混合したスラリーを、廃液となって地上に排出される前に地中において捕捉吸引し、続けて空気圧または水圧を利用して所定箇所より再度加速噴出して所定域の地盤を改良するスラリーとした。 The present invention is a new slurry utilization method, in which slurry is used as a material for improving the ground, and a slurry obtained by mixing a liquid solidified material and high pressure ground injected into the ground to improve the ground becomes waste liquid. Before being discharged to the ground, the slurry was trapped and sucked in the ground, and then accelerated and ejected again from a predetermined location using air pressure or water pressure to obtain a slurry for improving the ground in a predetermined area.
また、本発明は、新しいスラリー利用方法として、地盤改良のために地中に高圧噴射された液状の固化材と原地盤が混合したスラリーを、廃液となって地上に排出される前に地中において捕捉吸引するのに加え、廃液の固化材濃度に応じて固化材を地上より地中に低圧で混合添加しつつ空気圧または水圧を利用して所定箇所より再度加速噴出して所定域の地盤を改良するスラリー利用方法とした。 In addition, the present invention is a new slurry utilization method in which a slurry obtained by mixing a liquid solidified material and a high-pressure jet injected into the ground for ground improvement is discharged into the ground before being discharged into the ground as waste liquid. In addition to trapping and sucking in, the solidified material is mixed and added from the ground to the ground at a low pressure according to the concentration of the solidified material in the waste liquid, and the ground in a predetermined area is spouted again from a predetermined location using air pressure or water pressure. An improved slurry utilization method was adopted.
さらにまた、本発明は、対応した施工する手段を備えたスラリー利用装置とすべく、地盤中で所定圧力の空気圧または水圧を所定方向に噴出させる手段を有し、地盤改良のために地中に高圧噴射された液状の固化材と原地盤が混合したスラリーを、廃液となって地上に排出される前に地中において捕捉吸引するスラリー利用装置とした。 Furthermore, the present invention has means for injecting a predetermined pressure of air pressure or water pressure in a predetermined direction in the ground so as to be a slurry utilization apparatus equipped with a corresponding means for construction, and for improving the ground. A slurry using a high-pressure jetted liquid solidified material and raw ground mixed was captured and sucked in the ground before being discharged into the ground as waste liquid.
１…スラリー受容部
２…スラリー再噴出部
３…噴出口
４…スラリー
５…圧力のかかった空気または水
６…専用管DESCRIPTION OF SYMBOLS 1 ... Slurry receiving part 2 ... Slurry re-ejection part 3 ... Spout 4 ... Slurry 5 ... Pressurized air or water 6 ... Dedicated pipe
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2004234932A JP4441756B2 (en) | 2004-07-13 | 2004-07-13 | Slurry utilization method and apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2004234932A JP4441756B2 (en) | 2004-07-13 | 2004-07-13 | Slurry utilization method and apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2006029041A true JP2006029041A (en) | 2006-02-02 |
| JP4441756B2 JP4441756B2 (en) | 2010-03-31 |
Family
ID=35895729
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2004234932A Active JP4441756B2 (en) | 2004-07-13 | 2004-07-13 | Slurry utilization method and apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4441756B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7470936B2 (en) | 2020-06-26 | 2024-04-19 | 株式会社エヌ、アイ、テイ | Injection equipment used in the high-pressure injection mixing method |
-
2004
- 2004-07-13 JP JP2004234932A patent/JP4441756B2/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7470936B2 (en) | 2020-06-26 | 2024-04-19 | 株式会社エヌ、アイ、テイ | Injection equipment used in the high-pressure injection mixing method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP4441756B2 (en) | 2010-03-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100535257C (en) | Jetting and agitating construction method and jetting and agitating device | |
| CN104858048B (en) | The environmental friendly regenerated processing method of earth pressure balanced shield, EPBS dregs and equipment | |
| KR100886220B1 (en) | High-pressure injection soil improvement system and method of construction | |
| KR101381566B1 (en) | super slurry type shield tunneling machine and super slurry type propulsion method using it | |
| US7874766B2 (en) | Jet-mixing method and jet-mixing apparatus | |
| JP4441756B2 (en) | Slurry utilization method and apparatus | |
| CN105220678A (en) | A kind of processing method of soil body sclerosis | |
| EP1520936A2 (en) | Boring method and apparatus | |
| KR100585422B1 (en) | Base improvement reinforcement method of construction and device | |
| CN209238677U (en) | A kind of original place dystopy soil solidification/stabilisation stirring crushes and medicament add-on system | |
| JP6485686B2 (en) | Ground improvement method | |
| JP2004074102A (en) | Method of improving contaminated soil | |
| JPH10338931A (en) | Sludge withdrawal treatment method of high-pressure jet mixing method | |
| JP2003286717A (en) | High-pressure injection grouting soil-improvement method | |
| JP2006336256A (en) | Jet mixing method and jet mixing apparatus | |
| KR101635913B1 (en) | Slime pump for ground borehole | |
| JP4558360B2 (en) | Mud moisture class method | |
| CN1346000A (en) | High-pressure side-spraying reinforcing method for defect in foundation pile | |
| TWI415998B (en) | Jetting and agitating construction method and jetting and agitating device | |
| CN203594034U (en) | Pile-making vibrofluctuation device for vibrofluctuation powder-sprayed gravel pile | |
| JPH03233015A (en) | Method and apparatus for dewatering of sludge excavated | |
| JP5155430B1 (en) | Improved dredged landfill method and equipment | |
| JP2021147894A (en) | High pressure injection stirring method | |
| JP2863157B1 (en) | Hardening material injection method in sandy ground | |
| JP6261412B2 (en) | Construction method of multi-layer impermeable structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A711 | Notification of change in applicant |
Free format text: JAPANESE INTERMEDIATE CODE: A711 Effective date: 20060922 |
|
| RD02 | Notification of acceptance of power of attorney |
Free format text: JAPANESE INTERMEDIATE CODE: A7422 Effective date: 20060922 |
|
| A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A821 Effective date: 20060922 |
|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20070618 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20090518 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20090608 |
|
| A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20090724 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20091215 |
|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20091224 |
|
| R150 | Certificate of patent or registration of utility model |
Ref document number: 4441756 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130122 Year of fee payment: 3 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130122 Year of fee payment: 3 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130122 Year of fee payment: 3 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140122 Year of fee payment: 4 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313532 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |