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JPH07892B2 - Ground improvement method by ultra-high pressure mixed hardening agent jet and its equipment - Google Patents
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JPH07892B2 - Ground improvement method by ultra-high pressure mixed hardening agent jet and its equipment - Google Patents

Ground improvement method by ultra-high pressure mixed hardening agent jet and its equipment

Info

Publication number
JPH07892B2
JPH07892B2 JP63292078A JP29207888A JPH07892B2 JP H07892 B2 JPH07892 B2 JP H07892B2 JP 63292078 A JP63292078 A JP 63292078A JP 29207888 A JP29207888 A JP 29207888A JP H07892 B2 JPH07892 B2 JP H07892B2
Authority
JP
Japan
Prior art keywords
injection
nozzle
rod
liquid
surrounding
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 - Lifetime
Application number
JP63292078A
Other languages
Japanese (ja)
Other versions
JPH01315518A (en
Inventor
渉 中西
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.)
NIT Inc
Original Assignee
NIT Inc
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 NIT Inc filed Critical NIT Inc
Priority to JP63292078A priority Critical patent/JPH07892B2/en
Priority to IT8921261A priority patent/IT1231295B/en
Priority to FR8911188A priority patent/FR2639381A1/en
Priority to GB8920787A priority patent/GB2225363B/en
Priority to CA000612396A priority patent/CA1334795C/en
Publication of JPH01315518A publication Critical patent/JPH01315518A/en
Priority to US07/870,232 priority patent/US5217327A/en
Priority to US08/066,437 priority patent/US5382116A/en
Priority to SG23894A priority patent/SG23894G/en
Publication of JPH07892B2 publication Critical patent/JPH07892B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明はAB2液の混合により、又は核ノズルからのA液
と包囲ノズルより噴出される気体とにより地盤を硬化す
る瞬結性硬化剤又は緩結性硬化剤と加圧気体との混合物
を超高圧噴流として地盤に注入して構築物の基礎や軟弱
地盤の改良を行う地盤改良工法とその装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to an instantaneous hardening agent that hardens the ground by mixing AB2 liquid, or by A liquid from a nuclear nozzle and gas ejected from a surrounding nozzle, or The present invention relates to a ground improvement method and an apparatus for injecting a mixture of a slow-curing hardener and a pressurized gas into the ground as an ultra-high pressure jet to improve the foundation of a structure and soft ground.

[従来の技術] 従来、硬化剤噴流を用いた地盤改良工法は数多く開発さ
れているが、高圧高速の噴流を用いるものは専ら緩結性
硬化剤が用いられ、瞬結性硬化剤については自然注入に
近い低圧注入が用いられてきた。また高圧注入として用
いられる注入圧はせいぜい200kgf/cm2程度でそれ以上の
注入圧に対応する積極的な注入装置は調整されていな
い。
[Prior Art] Conventionally, many ground improvement methods using a hardening agent jet have been developed, but those using a high-pressure and high-speed jet use a slow-setting hardening agent exclusively, and a quick-setting hardening agent naturally Low pressure injection, which is close to injection, has been used. In addition, the injection pressure used for high-pressure injection is at most about 200 kgf / cm 2 , and no aggressive injection device has been adjusted to handle injection pressures higher than that.

[発明が解決しようとする問題点] 高圧噴射による地盤改良に瞬結性硬化剤が用いられない
理由の1つは瞬結性硬化剤が2液性であり注入後に2液
を混合させなければ途中で硬化してジャーミングや塊状
硬化によって注入が不可能になってしまう点にあった。
そのため、高圧注入には硬化時間の長い緩結性硬化剤が
用いられてきたが、硬化時間が長いため、吐出量を多く
すると硬化剤が逆流して注入口から漏出する等の問題点
が発生した。特に水平方向や上方等特殊な注入角度を要
するものについては問題点は大きく、高圧注入は不可能
に近い。
[Problems to be Solved by the Invention] One of the reasons why the instantaneous curing agent is not used for ground improvement by high-pressure injection is that the instantaneous curing agent is a two-liquid type, and two liquids must be mixed after injection. There was a point that it was hardened during the process and it became impossible to inject due to germination or block hardening.
Therefore, a slow-curing curing agent with a long curing time has been used for high-pressure injection, but since the curing time is long, there is a problem that the curing agent flows back and leaks from the injection port when the discharge amount is increased. did. In particular, the problem is large for those requiring a special injection angle such as in the horizontal direction or above, and high-pressure injection is almost impossible.

また、高圧注入のもう一つの問題点として注入圧力を高
く上げて行くに従ってノズルの噴射圧からの反力が注入
ロッドにかかり、ロッドに反りを生じて大量のエネルギ
ーロスを生じ、遂には回転が不可能になる問題がある。
Another problem with high-pressure injection is that as the injection pressure is raised, the reaction force from the injection pressure of the nozzle is applied to the injection rod, causing a warp in the rod and a large amount of energy loss, and finally rotation. There is a problem that makes it impossible.

[問題点を解決するための手段] 本発明はロッド側壁の背反対峙位置に噴射ノズルを設け
ることによって噴射反力を互いに吸収させることにより
耐震力を持たせ200kgf/cm2以上の超高圧噴射を可能とす
ると共に、シリンダと弁室との間に圧送液とは比重の異
なる液体をピストンの圧力伝達媒体として充填して圧力
応動体の摺動摩擦による消耗を防止した超高圧ポンプ装
置を用いることにより500kgf/cm2に達する出力を確保し
た。また噴射ノズルを核ノズルと包囲ノズルにより出口
において重合する重合ノズルに構成し、瞬結性硬化剤の
2液をノズル出口において瞬時に混合して瞬結硬化時間
を超える高速力で超高圧噴射することにより、あるい
は、核ノズルからA液、包囲ノズルから気体を同時噴射
することにより上記の全ての問題点に対応したものであ
る。
[Means for Solving the Problems] The present invention provides an ultra high pressure injection of 200 kgf / cm 2 or more by providing an injection nozzle at the opposite side of the rod side wall to absorb the injection reaction forces from each other so as to have seismic resistance. By using an ultra-high pressure pump device that can prevent the wear due to the sliding friction of the pressure responder by filling the space between the cylinder and the valve chamber with a liquid having a specific gravity different from that of the pressure feed liquid as the pressure transmission medium of the piston. An output of up to 500 kgf / cm 2 was secured. In addition, the injection nozzle is configured as a polymerization nozzle that superimposes at the outlet by the core nozzle and the surrounding nozzle, and two liquids of the instantaneous curing agent are instantaneously mixed at the nozzle outlet to inject ultra-high pressure with a high speed force exceeding the instantaneous curing time. In this case, or by simultaneously injecting the liquid A from the core nozzle and the gas from the surrounding nozzle, all the above problems are addressed.

[発明の作用] 具体的に例を示すと、混合によって瞬結硬化を発揮する
A液、B液を用いる場合は両二液は分隔流路によって隔
絶されたまま、核ノズル、包囲ノズルまで超高圧圧送さ
れ、重合部において一気に互いを巻き込んで混合噴流を
構成する。
[Operation of the Invention] As a specific example, when the liquids A and B, which exhibit instantaneous curing by mixing, are used, both the two liquids are separated from each other by the separation flow path, and the nuclear nozzle and the surrounding nozzle are superfluous. They are fed under high pressure and are entrained at a stretch in the superposition section to form a mixed jet.

混合噴流は、背反部噴射の反力を吸収し合いながら注入
ロッドの動作に従って周辺土壌を切削撹拌し、円柱状硬
化層を造成する。また、A液として一液性の緩結性硬化
剤を使用する場合には、硬化剤と気体、例えば空気が分
離流路によって隔絶られたまま核ノズル、包囲ノズルま
で圧送され、包囲ノズルから気体、例えば空気を噴射す
ることによって核ノズルから噴射する緩結性硬化剤を遠
くへ飛ばし液体との混合により気泡を生じ、該気泡が割
れる時、動的破裂効果を得ることができ、より大きく密
度の濃い円柱状硬化層を造成することができる。この硬
化層を必要に応じて並列し、基礎地盤造成、止水、土留
等の地盤改良を行う。
The mixed jet flow cuts and agitates the surrounding soil according to the operation of the injection rod while absorbing the reaction force of the spine injection and forms a cylindrical hardened layer. When a one-component slow-curing curing agent is used as the liquid A, the curing agent and gas, for example, air, are pressure-fed to the core nozzle and the surrounding nozzle while being separated by the separation channel, and the surrounding nozzle separates the gas. , For example, by jetting air, the slow-curing curing agent jetted from the nuclear nozzle is blown away, and bubbles are generated by mixing with the liquid, and when the bubbles are broken, a dynamic bursting effect can be obtained, and a larger density is obtained. It is possible to form a thick columnar hardened layer. The hardened layers are arranged in parallel as necessary to improve the ground such as foundation ground formation, water stoppage, and soil retention.

[実施例] 以下図面に従って本発明の実施例を説明する。Embodiments Embodiments of the present invention will be described below with reference to the drawings.

1は注入ロッドで分隔流路2a、2bを有し、それぞれが核
ノズル3a、4a、包囲ノズル3b、4bとして先端側壁におい
て重合開口し、背反対峙位置に噴射ノズル3、4を構成
する。注入ロッド1は、これを回転させ、推進後退させ
る回転推進後退機構5によって支持され、後端はスイベ
ル6を介して分隔流路2a、2bに二液からなる瞬結性地盤
硬化剤であるA液、B液若しくは緩結性地盤硬化剤、気
体を供給する供給ホース6a、6bに連絡する。供給ホース
6a、6bは硬化剤若しくは気体を圧送する超高圧ポンプ装
置と連結する。超高圧ポンプ装置は、ピストンシリンダ
と弁室及びシリンダ室から弁室に圧力を伝動する圧力応
動体とから成り、圧力応動体は両室間に充填された硬化
剤液とは比重の異なるオイルのような液体とこれに従っ
て応動する弾性膜によって構成されている。応動体を構
成する充填液はピストン作動による容積変化分だけシリ
ンダと弁室間を移動し、それに応じた硬化剤液が弁室内
に流入し、ピストンの反対動作によって圧送される。そ
の間、硬化剤液は充填液の存在によりダイヤフラムやプ
ランジャに接触することなく吸引圧送されるので、摺動
摩擦による消耗が防止されて出力のアップに繋るもので
ある。バルブボックスは弁室に通じる入口通路と出口通
路にそれぞれ設けられ、弁座部を略半球状の凹面形状に
形成し、凹面から軸方向に複数の小孔を形成したバルブ
シートと凹面形状に対応する球体から成るバルブ本体と
バルブ本体をシートに押圧するスプリングとで構成さ
れ、球体バルブの作動が圧力の向上を更に推進してい
る。回転推進後退機構5はロッド推進角度を自在に変更
できるようにし、自走機能を備えるようにすれば更に有
利である。注入ロッド1の先端には掘削刄7を設け、バ
ルブ8を開いて潤滑液を噴出しながらロッド1を回転し
対象地盤Mに推進押入する。所定深度に達したところで
バルブ8を閉じ、分隔流路2aにA液若しくは緩結性地盤
硬化剤、2bにB液若しくは気体をそれぞれ超高圧で圧送
し、噴射ノズル3、4から噴射しつつ回転後退させて円
柱状に硬化層Sを造成して行く。
Reference numeral 1 denotes an injection rod having divided flow paths 2a and 2b, which are respectively formed as nucleus nozzles 3a and 4a and surrounding nozzles 3b and 4b, which are superposed on the tip side wall, and constitute injection nozzles 3 and 4 at the opposite positions. The injection rod 1 is supported by a rotary propelling / retracting mechanism 5 for rotating and propelling and retracting it, and its rear end is a quick-setting ground hardening agent composed of two liquids in the separation channels 2a and 2b via a swivel 6. The supply hoses 6a and 6b for supplying the liquid, the liquid B, the loose-setting ground hardening agent, and the gas are connected. Supply hose
6a and 6b are connected to an ultra-high pressure pump device for sending a curing agent or gas under pressure. The ultra-high pressure pump device is composed of a piston cylinder, a valve chamber, and a pressure responder that transmits pressure from the cylinder chamber to the valve chamber.The pressure responder is made of an oil having a specific gravity different from that of the hardener liquid filled between the chambers. It is composed of such a liquid and an elastic film which responds accordingly. The filling liquid that constitutes the responder moves between the cylinder and the valve chamber by the volume change due to the piston operation, and the hardening agent liquid corresponding thereto flows into the valve chamber and is pumped by the opposite operation of the piston. During that time, the hardener liquid is sucked under pressure without contacting the diaphragm and the plunger due to the presence of the filling liquid, so that the wear due to sliding friction is prevented and the output is increased. The valve box is provided in each of the inlet passage and outlet passage leading to the valve chamber, the valve seat part is formed in a substantially hemispherical concave shape, and it corresponds to the valve seat and concave shape in which a plurality of small holes are formed in the axial direction from the concave surface. The valve body is composed of a spherical body and a spring that presses the valve body against the seat, and the operation of the spherical valve further promotes the improvement of pressure. It is more advantageous if the rotation propulsion / retraction mechanism 5 can freely change the rod propulsion angle and has a self-propelled function. An excavation blade 7 is provided at the tip of the injection rod 1, the valve 8 is opened, and the rod 1 is rotated while ejecting the lubricating liquid to propel it into the target ground M. When the predetermined depth is reached, the valve 8 is closed, the liquid A or the loose-setting ground hardening agent is pumped to the separation channel 2a, and the liquid B or the gas is pumped to 2b at an ultrahigh pressure, and the jet nozzles 3 and 4 rotate while jetting. The hardened layer S is formed in a cylindrical shape by retreating.

N値15〜20の砂質土において実験した結果、噴射圧力40
0kgf/cm2、吐出量100l/min、廻転速度8R.P.M、上昇速度
2cm/minで直径3m70cmという巨大径の円柱状硬化層が造
成された。
As a result of experiment on sandy soil with N value of 15 to 20, injection pressure is 40
0kgf / cm 2 , discharge rate 100l / min, rotation speed 8R.PM, rising speed
A columnar hardened layer with a huge diameter of 3 cm and 70 cm at 2 cm / min was created.

尚、他の実施例として噴射ノズル3、4のいずれか一方
をノズル自体に調節弁を設けることによって、あるい
は、供給ホース6a、6bに連結する超高圧ポンプ装置自体
によって、適宜閉じうるような構成とすることもでき
る。
Incidentally, as another embodiment, a configuration in which any one of the injection nozzles 3 and 4 can be appropriately closed by providing a control valve on the nozzle itself or by the ultra high pressure pump device itself connected to the supply hoses 6a and 6b. Can also be

[発明の効果] 本発明は以上のように構成したので200kgf/cm2以上の超
高圧での硬化剤注入を可能にし、2液性の硬化剤を超高
速注入に用いて十分な吐出量を注入しながら、逆流漏出
を発生させずに均質で大径の円柱状硬化層を造成できる
効果がある。
[Advantages of the Invention] Since the present invention is configured as described above, it is possible to inject a curing agent at an ultrahigh pressure of 200 kgf / cm 2 or more, and to use a two-component curing agent for an ultrahigh-speed injection to obtain a sufficient discharge amount. While pouring, there is an effect that a uniform and large-diameter cylindrical hardened layer can be formed without causing backflow leakage.

また、気体の場合は液体よりも超高圧にて、注入噴射が
可能なため一液からなる緩結性硬化剤噴射に際し、超高
圧気体にて包含することにより当該硬化剤の逆流漏出を
防止することができ、併せて、硬化剤をより遠方へ確実
に噴射し、発生する気泡の破裂効果により密度の濃い円
柱状硬化層を造成できる。
Further, in the case of gas, since injection can be performed at a pressure higher than that of a liquid, when the slow-curing curing agent consisting of one liquid is injected, it is included as a super-high pressure gas to prevent backflow leakage of the curing agent. In addition, it is possible to surely inject the curing agent further away, and to form a columnar cured layer having a high density due to the burst effect of the generated bubbles.

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

図は本発明の実施例を示すもので、第1図は施工状況を
示す側面図、第2図は注入ロッド先端部の縦断面図、第
3図は第2図X−X部の横断面図である。 1……注入ロッド、2a、2b……分隔流路、3、4……噴
射ノズル、3a、4a……核ノズル、3b、4b……包囲ノズ
ル、5……回転推進後退機構、6……スイベル、6a、6b
……供給ホース、7……掘削刄、8……バルブ、M……
対象地盤、S……円柱状硬化層
FIG. 1 shows an embodiment of the present invention. FIG. 1 is a side view showing a construction situation, FIG. 2 is a vertical sectional view of a tip portion of an injection rod, and FIG. 3 is a horizontal sectional view of XX portion in FIG. It is a figure. 1 ... injection rod, 2a, 2b ... separated flow path, 3,4 ... injection nozzle, 3a, 4a ... nuclear nozzle, 3b, 4b ... enveloping nozzle, 5 ... rotational propulsion / retraction mechanism, 6 ... Swivel, 6a, 6b
…… Supply hose, 7 …… Drilling leg, 8 …… Valve, M ……
Target ground, S ... Cylindrical hardened layer

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】ロッド先端側壁の背反対峙位置に、各々分
隔流路に通ずると共に噴射口において重合する核ノズル
と包囲ノズルによって構成される噴射ノズルを設けた注
入ロッドを対象地盤中に挿入し、200kg f/cm2以上の超
高圧力をもって核ノズルからA液、包囲ノズルからB液
若しくは気体を背反対峙方向に同時に噴射しつつロッド
を挿入部から回転後退させることにより、硬化層を造成
することを特徴とする超高圧混合硬化剤噴流による地盤
改良工法。
1. An injection rod provided with injection nozzles, each of which communicates with a divided flow path and which is composed of a nuclear nozzle and a surrounding nozzle, which are superposed at an injection port, at the opposite position of the rod tip side wall, and is inserted into the target ground, To create a hardened layer by rotating and retracting the rod from the insertion part while simultaneously injecting the liquid A from the core nozzle and the liquid B or gas from the surrounding nozzle in the opposite direction at an ultrahigh pressure of 200 kg f / cm 2 or more. A ground improvement method using an ultra-high pressure mixed hardening agent jet.
【請求項2】ロッド先端側壁の背反対峙位置に、各々が
分隔流路に通ずると共に噴射口において重合する核ノズ
ルと包囲ノズルによって構成される噴射ノズルを背反方
向に開口させるか、当該核ノズルと包囲ノズルのいずれ
か一方を閉じた注入ロッドを回転推進後退機構によって
支持させ、ロッド上端はスイベルを介して各分隔流路に
硬化剤を供給する硬化剤供給部に連絡させて成る地盤改
良装置。
2. An injection nozzle constituted by a nuclear nozzle and a surrounding nozzle, each of which communicates with a divided flow path and overlaps at an injection port, is opened in an anti-reverse direction at a position opposite to the back of a rod tip side wall. A ground improvement device comprising an injection rod, in which one of the surrounding nozzles is closed, supported by a rotation propulsion / retraction mechanism, and an upper end of the rod is connected to a curing agent supply unit for supplying the curing agent to each of the divided flow channels via a swivel.
JP63292078A 1988-03-14 1988-11-18 Ground improvement method by ultra-high pressure mixed hardening agent jet and its equipment Expired - Lifetime JPH07892B2 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
JP63292078A JPH07892B2 (en) 1988-03-14 1988-11-18 Ground improvement method by ultra-high pressure mixed hardening agent jet and its equipment
IT8921261A IT1231295B (en) 1988-11-18 1989-07-21 METHOD TO MODIFY THE SOIL WITH A HARDENING MATERIAL MIXED AND INJECTED AT A VERY HIGH PRESSURE AND EQUIPMENT FOR THE MODIFICATION OF THE SOIL.
FR8911188A FR2639381A1 (en) 1988-11-18 1989-08-23 METHOD FOR RECONSTRUCTING SOILS USING A HIGH-PRESSURE INJECTED CONSOLIDATION MATERIAL AND SOIL RECONSTRUCTING DEVICE FOR CARRYING OUT SAID METHOD
GB8920787A GB2225363B (en) 1988-11-18 1989-09-14 Ground reforming method and a ground reforming device
CA000612396A CA1334795C (en) 1988-11-18 1989-09-21 Ground reforming method with a hardening material mixed and injected at a super high pressure and reforming device of same
US07/870,232 US5217327A (en) 1988-11-18 1992-04-20 Ground reforming method with a hardening material mixed and injected at a super high pressure and reforming device of same
US08/066,437 US5382116A (en) 1988-11-18 1993-05-25 Ground reforming method with a hardening material mixed and injected at a super high pressure and reforming device of same
SG23894A SG23894G (en) 1988-11-18 1994-02-16 Ground reforming method and a ground reforming device

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP5852388 1988-03-14
JP63-58523 1988-03-14
JP63292078A JPH07892B2 (en) 1988-03-14 1988-11-18 Ground improvement method by ultra-high pressure mixed hardening agent jet and its equipment

Publications (2)

Publication Number Publication Date
JPH01315518A JPH01315518A (en) 1989-12-20
JPH07892B2 true JPH07892B2 (en) 1995-01-11

Family

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Application Number Title Priority Date Filing Date
JP63292078A Expired - Lifetime JPH07892B2 (en) 1988-03-14 1988-11-18 Ground improvement method by ultra-high pressure mixed hardening agent jet and its equipment

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Country Link
JP (1) JPH07892B2 (en)

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* Cited by examiner, † Cited by third party
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JP2529004B2 (en) * 1990-06-12 1996-08-28 渉 中西 Ground hardening material pressure injection method and its equipment
JP2561745B2 (en) * 1990-06-25 1996-12-11 渉 中西 Slime suction injection method and its equipment
JP2529019B2 (en) * 1990-08-01 1996-08-28 渉 中西 Slime inhalation hardening material injection method and its equipment
JP6307049B2 (en) * 2015-08-05 2018-04-04 株式会社エステック Ground hardening layer construction method and its equipment

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5482808A (en) * 1977-12-13 1979-07-02 Nippon Sougou Bousui Kk Method and device for injecting grout
JPS604624U (en) * 1983-06-20 1985-01-14 富塚 敏昭 Ground improvement injection pipe structure
JPS61229014A (en) * 1985-04-03 1986-10-13 Taguchi Kenkyusho:Kk Method of improving soft ground
JPS6272810A (en) * 1985-05-21 1987-04-03 Fukudagumi:Kk Ground improvement work

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