JPH02125091A - Friction reduction method for underground propulsive body using foaming solid - Google Patents

Friction reduction method for underground propulsive body using foaming solid

Info

Publication number
JPH02125091A
JPH02125091A JP27816388A JP27816388A JPH02125091A JP H02125091 A JPH02125091 A JP H02125091A JP 27816388 A JP27816388 A JP 27816388A JP 27816388 A JP27816388 A JP 27816388A JP H02125091 A JPH02125091 A JP H02125091A
Authority
JP
Japan
Prior art keywords
underground
propulsion
bedrock
propellant
friction
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
Application number
JP27816388A
Other languages
Japanese (ja)
Other versions
JPH0635795B2 (en
Inventor
Tadayoshi Onuma
大沼 忠義
Akio Toki
土岐 晃生
Takeshi Asada
毅 浅田
Yoshihiro Mizoguchi
溝口 義弘
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.)
ASANUMAGUMI KK
Original Assignee
ASANUMAGUMI KK
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 ASANUMAGUMI KK filed Critical ASANUMAGUMI KK
Priority to JP27816388A priority Critical patent/JPH0635795B2/en
Publication of JPH02125091A publication Critical patent/JPH02125091A/en
Publication of JPH0635795B2 publication Critical patent/JPH0635795B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To reduce friction between an underground propulsive body and an outer peripheral bedrock and stabilize a peripheral ground by a method wherein a mixture of a foaming solid substance and a lubricant for propulsion is fed to a bedrock being the outer periphery of the underground propulsive body, e.g., a shield excavator. CONSTITUTION:When an underground propulsive body, e.g., an earth pressure type shield excavator 1, is thrust forward, a mixture of a foaming solid substance and a lubricant for propulsion is fed from an injection tank 6. The mixture is injected toward an outer peripheral bedrock 8 through an injection port 5 by means of an injection pipe 4 with the aid of a pump 7. A bearing effect is produced between the underground propulsive body and the outer peripheral bedrock 8 to reduce friction. A change in a volume of the foaming solid is produced according to expansion and deformation compression of the peripheral bedrock to stabilize the peripheral bedrock.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、発泡固形体を使用した地中推進物の摩擦低
減方法、更に詳しくは、土庄式シールド掘進機や推進工
法におけるセミシールド機や推進管の外周地山に対する
摩擦を低減するようにした方法に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] This invention relates to a method for reducing friction of an underground propellant using a solid foam, and more specifically, to a Tonosho-type shield excavator, a semi-shield machine in a propulsion method, The present invention relates to a method for reducing the friction of a propulsion tube against the outer ground.

〔従来の技術〕[Conventional technology]

シールド工法では、土庄式シールド掘進機の切羽貫入に
伴って地盤反力により大きな周辺摩擦が発生し、周辺地
盤に大きな変位が生じたり、またシールドジヤツキの推
進力が大きくなって、セグメントにクランクが生じ、場
合によっては破損するなどの問題点があった。
In the shield construction method, as the Tonosho-type shield excavator penetrates the face, large surrounding friction occurs due to ground reaction force, causing large displacement of the surrounding ground, and the propulsive force of the shield jack increases, causing a crank in the segment. There were problems such as damage and, in some cases, damage.

推進工法では、セミシールド機、先導管及び地中埋設管
を地中に押込んでいくため、推進距離が長くなるとセミ
シールド機、先導管及び地中埋設管と周辺他山との間に
働(摩擦抵抗が増大すると、ジヤツキ推力を増加したり
、さらに推進力が増加し、推進力が地中埋設管の許容耐
力を上田ると、それ以上の距離は推進できないなどの問
題点かあった。
In the propulsion method, the semi-shield machine, lead pipe, and underground pipe are pushed into the ground, so if the propulsion distance becomes long, the movement between the semi-shield machine, lead pipe, and underground pipe and other surrounding mountains ( When frictional resistance increases, the jacking thrust increases, and the propulsion force increases further, and when the propulsion force exceeds the allowable resistance of the underground pipe, it becomes impossible to propel the pipe further.

このような問題点を改善する為、従来よりベントナイト
を主体とした滑材、廃油や高吸水性樹脂を主体とした滑
材を周辺地山に注入し、推進物と周辺地盤とのPj擦力
を低減させる方法がとられていた。
In order to improve these problems, conventional lubricants mainly made of bentonite, waste oil, and superabsorbent resin have been injected into the surrounding ground to reduce the Pj friction force between the propellant and the surrounding ground. Measures were taken to reduce this.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

ところで、従来使用されている推進滑材において、ベン
トナイトは、粘土Ff、物であるモンモリロナイトが主
成分であり、界面活性力が大きく膨潤性、潤滑性に優れ
ているが地下水に希釈されて摩擦低減効果が損なわれた
り、地下水に溶は込むとアルカリ性がPH=1)〜12
と極めて高い為アルカリ公害が生じることが多かった。
By the way, in conventionally used propulsion lubricating materials, bentonite is mainly composed of clay Ff and montmorillonite, which has a large surface active force and excellent swelling and lubricity, but it is diluted in groundwater and reduces friction. If the effect is lost or it dissolves in groundwater, it will become alkaline (PH = 1) ~ 12
Because of this extremely high concentration, alkali pollution often occurred.

また、油系材料は、潤滑性に優れているが、地下水に流
れだすなどして地下水汚染を招きかねない。
Further, although oil-based materials have excellent lubricity, they may flow into groundwater and cause groundwater contamination.

更に、高吸水性樹脂は、溶剤に溶かして周辺地山に吹き
付け、その高吸水性により球状にすることによって周辺
地盤と摩擦力を低減させようとするものであるが、溶剤
中にカチオンがあると、樹脂自体が劣化しやすく、日照
に弱いなどの欠点があり、しかも、材料費としても高く
、経済性が伴わないことが多かった。
Furthermore, superabsorbent resin is dissolved in a solvent and sprayed onto the surrounding ground, making it spherical due to its high water absorption properties in order to reduce the frictional force with the surrounding ground, but there are cations in the solvent. However, there are disadvantages such as the resin itself being easily deteriorated and being sensitive to sunlight, and the material costs are also high, so it is often not economical.

この発明の課題は、上記のような従来の推進用滑材にあ
った問題点を解決するためになされたものであり、地中
推進物と外周地山の間にベアリング効果を生じさせて摩
擦の低減を図ることができ、地下水条件の変化に左右さ
れず安定した推進を可能にする発泡固形体を使用した地
中推進物の摩擦低減方法を提供することにある。
The purpose of this invention was to solve the above-mentioned problems with conventional propulsion slipping materials. It is an object of the present invention to provide a method for reducing friction of an underground propellant using a foamed solid body, which can reduce friction and enable stable propulsion regardless of changes in groundwater conditions.

(課題を解決するための手段〕 上記のような課題を解決するため、この発明は、地中推
進物の外周他山に、発泡固形体と推進用滑材との混合材
を供給し、地中推進物と外周地山との摩擦を低減するよ
うにしたものである。
(Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention supplies a mixture of a foamed solid body and a propulsion slipping material to the outer periphery of an underground propellant, and This is designed to reduce the friction between the medium propellant and the outer ground.

〔作用〕[Effect]

発泡固形体と推進用滑材との混合材を地中推進物の外周
地山に供給することにより、推進物と外周地山の間にヘ
アリング効果が生じ、摩擦の低減を図ることができると
共に、発泡固形体の体積変化によって、周辺地盤の膨張
、変形圧縮に対しても対応でき、周辺地盤を安定させる
ことができる。
By supplying a mixture of solid foam and propulsion lubricant to the outer ground of the underground propellant, a hair ring effect is created between the propellant and the outer ground, reducing friction. At the same time, due to the volume change of the foamed solid body, it is possible to cope with the expansion, deformation and compression of the surrounding ground, thereby making it possible to stabilize the surrounding ground.

[実施例〕 以下、この発明の実施例を添付図面に基づいて説明する
[Example] Hereinafter, an example of the present invention will be described based on the accompanying drawings.

第1図と第2回は推進工法に使用した実施例を示してお
り、同図において、1はシールド式掘進機、2は地中埋
設管、3は推進竪坑10内にセントされた圧入ジヤツキ
であり、シールド式掘進機1のスキンプレート1aに注
入口5を数ケ所あけて注入パイプ4がそれぞれ接続され
ている。
Figures 1 and 2 show examples used in the propulsion method. In the figures, 1 is a shield type excavator, 2 is an underground pipe, and 3 is a press-fit jack inserted into the propulsion shaft 10. Injection pipes 4 are connected to the skin plate 1a of the shield type excavator 1 through injection ports 5 at several locations.

6は発泡固形体とシールド用及び推進用滑材との混合材
を収納する注入タンクであり、このタンク6内の混合材
をポンプ7で注入パイプ4を介して注入口5から周辺地
山8に注入するようになっている。
Reference numeral 6 denotes an injection tank that stores a mixed material of a foamed solid body and a shielding and propulsion lubricating material. It is designed to be injected into

なお、発泡固形体はポリスチレン系の発泡体によって球
粒状に形成され、シールド用及び推進用滑材としては、
粘土、増粘剤、高吸水…脂系材料等を例示することがで
き、上記発泡固形体の球径及びシールド用及び推進用滑
材との混合量は土質等に合わせて適宜選択すればよい。
The foamed solid body is made of polystyrene foam and is formed into spherical shapes, and is used as a shielding and propulsion slipping material.
Examples include clay, thickeners, high water absorption...fatty materials, etc., and the spherical diameter of the foamed solid and the amount of mixture with the shielding and propulsion lubricant may be appropriately selected depending on the soil quality, etc. .

なお、9は注入パイプ4の途中に介装した弁である。Note that 9 is a valve interposed in the middle of the injection pipe 4.

次に、この発明の詳細な説明する。Next, the present invention will be explained in detail.

地中の埋設管2を先端のシールド式掘進mlと推進竪坑
10内の圧入ジヤツキ3で推進させる推進工法において
、ポンプ7と注入パイプ4により送られた発泡固形体と
シールド用及び推進用滑材との混合材を注入口5から周
辺地山8に注入する。
In a propulsion method in which an underground underground pipe 2 is propelled by a shield-type excavation ml at the tip and a press-fit jack 3 in a propulsion shaft 10, the solid foam sent by the pump 7 and the injection pipe 4 and the shielding and propulsion slipping material are used. The mixed material is injected into the surrounding ground 8 from the injection port 5.

これによって地山8の全周面にわたって浸透させr!!
擦低減層1)を形成させると同時に、周辺地山8の推進
後の断面変化に対応して、周辺地山8を自立安定せしめ
ることによって、地中埋設管2に働く周辺摩擦力を低減
させると共に圧入ジヤツキ3の推力を軽減させる。
This allows it to permeate the entire circumference of the ground 8! !
At the same time as forming the friction reducing layer 1), the peripheral frictional force acting on the underground pipe 2 is reduced by making the surrounding ground 8 self-sustaining and stable in response to the cross-sectional change of the surrounding ground 8 after propulsion. At the same time, the thrust of the press-fit jack 3 is reduced.

このように、安定した摩擦低減層1)を後続の地中埋設
管2の全長にわたって形成することができるため、地中
埋設管2の長距離推進を可能ならしめると共に、注入圧
力を注入パイプの弁9により地下水以下での推進では静
水圧より若干高めの圧力、地下水のない場合では、他山
を変形させない程度の圧力に調節することにより、安定
した推進が可能である。
In this way, a stable friction-reducing layer 1) can be formed over the entire length of the subsequent underground pipe 2, making it possible to propel the underground pipe 2 over long distances, as well as controlling the injection pressure to the injection pipe. Stable propulsion is possible by adjusting the pressure to a level slightly higher than the hydrostatic pressure using the valve 9 when propulsion is carried out below groundwater, or to a pressure that does not deform other mountains when there is no groundwater.

なお、実施例では推進工法に採用した例を示したが、土
圧式シールド掘進機における外周に前記混合材を供給し
、土庄式シールド掘進機と周辺地山との摩擦を軽減する
ようにしてもよい。
In addition, although the example shows an example where it is adopted in the propulsion method, it is also possible to supply the above-mentioned mixed material to the outer periphery of the earth pressure type shield excavator to reduce the friction between the Tonosho type shield excavator and the surrounding ground. good.

〔発明の効果〕〔Effect of the invention〕

以上のように、この発明によると、地中推進物と周辺地
山に発泡固形体と推進用滑材との混合材を供給すること
によって、周辺地盤と地中推進物の間にベアリング効果
を生じさせて摩擦の低減をはかることができ、周辺地盤
の膨張、変形圧縮に対しても発泡固形体の体積変化によ
って対応でき、周辺地盤を安定させる効果がある。
As described above, according to the present invention, a bearing effect is created between the surrounding ground and the underground propellant by supplying a mixture of foam solids and propulsion slipping material to the underground propellant and the surrounding ground. The expansion, deformation and compression of the surrounding ground can be responded to by changing the volume of the foamed solid body, which has the effect of stabilizing the surrounding ground.

また、ベントナイトを主成分とする滑材のように、地下
水によって希釈されて、摩擦低減効果が弱められたり、
アルカリ公害をひきおこすことなく、地中埋設物と周辺
地山との間隙に発泡固形体の安定した摩擦低減層をつく
ることができる。
In addition, lubricants whose main component is bentonite may be diluted by groundwater, weakening their friction-reducing effect.
A stable friction-reducing layer of solid foam can be created in the gap between underground objects and the surrounding ground without causing alkali pollution.

更に、高唆水性樹脂のように溶剤中にカチオンがあれば
、樹脂自体が劣化するとか、塩水中では吸水性が極端に
落ちるなど、地下水条件の変化にも左右されず安定した
推進を可能にする。
Furthermore, if there are cations in the solvent, such as in highly saturated water-based resins, the resin itself may deteriorate, or water absorption may drop dramatically in salt water, making stable propulsion unaffected by changes in groundwater conditions. do.

また、軟弱な地盤に対して薬液注入して地中埋設管を推
進している場合、薬液によって固化された層と地中埋設
管との間隙に発泡固形体のベアリング効果により安定し
た摩擦低減層をつくることができるなどの効果がある。
In addition, when propelling an underground pipe by injecting chemical liquid into soft ground, a stable friction-reducing layer is created by the bearing effect of the solid foam in the gap between the layer solidified by the chemical liquid and the underground pipe. It has the effect of being able to create

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、この発明の方法を実施する推進工法の状況を
示す縦断面図、第2閏は第1図の矢印■■に沿う横断面
図である。 1・・・・・・土庄式シールド掘進機、la・・・・・
・スキンプレート、 2・・・・・・埋設管、     3・・・・・・圧入
ジヤツキ、4・・・・・・注入パイプ、  5・・・・
・・注入口、6・・・・・・注入タンク、   7・・
・・・・ポンプ、8・・・・・・周辺他山、 1・・・・・・摩擦低減層。 同
FIG. 1 is a longitudinal cross-sectional view showing the state of the propulsion method for implementing the method of the present invention, and the second leap is a cross-sectional view taken along the arrows ■■ in FIG. 1. 1...Tonosho type shield excavator, la...
・Skin plate, 2... Buried pipe, 3... Press-fit jack, 4... Injection pipe, 5...
... Inlet, 6... Injection tank, 7...
...Pump, 8...Other surroundings, 1...Friction reduction layer. same

Claims (4)

【特許請求の範囲】[Claims] (1)地中推進物の外周地山に、発泡固形体と推進用滑
材との混合材を供給し、地中推進物と外周地山との摩擦
を低減する発泡固形体を使用した地中推進物の摩擦低減
方法。
(1) A mixture of foamed solid material and propulsion lubricant is supplied to the surrounding ground of the underground propellant to reduce friction between the underground propelled object and the surrounding ground. Method for reducing friction in medium propellants.
(2)地中推進物が、土圧式シールド掘進機やセミシー
ルド機及び地中埋設管である請求項1に記載の発泡固形
体を使用した地中推進物の摩擦低減方法。
(2) The method for reducing friction of an underground propellant using a foamed solid body according to claim 1, wherein the underground propellant is an earth pressure type shield excavator, a semi-shield excavator, or an underground pipe.
(3)発泡固形体がポリスチレン系の発泡体で形成され
ている請求項1に記載の発泡固形体を使用した地中推進
物の摩擦低減方法。
(3) A method for reducing friction in an underground propellant using the foamed solid body according to claim 1, wherein the foamed solid body is formed of a polystyrene foam.
(4)推進用滑材が、粘土や増粘剤又は高吸水樹脂系材
料である請求項1に記載の発泡固形体を使用した地中推
進物の摩擦低減方法。
(4) The method for reducing friction of an underground propellant using a foamed solid according to claim 1, wherein the propulsion slipping material is clay, a thickener, or a super absorbent resin material.
JP27816388A 1988-11-01 1988-11-01 Friction reduction method for underground propellants using foam solids Expired - Lifetime JPH0635795B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27816388A JPH0635795B2 (en) 1988-11-01 1988-11-01 Friction reduction method for underground propellants using foam solids

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27816388A JPH0635795B2 (en) 1988-11-01 1988-11-01 Friction reduction method for underground propellants using foam solids

Publications (2)

Publication Number Publication Date
JPH02125091A true JPH02125091A (en) 1990-05-14
JPH0635795B2 JPH0635795B2 (en) 1994-05-11

Family

ID=17593465

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27816388A Expired - Lifetime JPH0635795B2 (en) 1988-11-01 1988-11-01 Friction reduction method for underground propellants using foam solids

Country Status (1)

Country Link
JP (1) JPH0635795B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2686649A1 (en) * 1992-01-23 1993-07-30 Ohbayashi Corp METHOD OF WORKING WITH A MECHANICAL SHIELD USING A FOAMING AGENT.

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2686649A1 (en) * 1992-01-23 1993-07-30 Ohbayashi Corp METHOD OF WORKING WITH A MECHANICAL SHIELD USING A FOAMING AGENT.
ES2051629A2 (en) * 1992-01-23 1994-06-16 Ohbayashi Corp Mechanical shield driving method using foaming agent

Also Published As

Publication number Publication date
JPH0635795B2 (en) 1994-05-11

Similar Documents

Publication Publication Date Title
JPH02125091A (en) Friction reduction method for underground propulsive body using foaming solid
O’Dwyer et al. Blackpool south strategy project: analysis of pipe jacking records
JP2856348B2 (en) How to suppress the increase in propulsion resistance
JP3193233B2 (en) Back filling material
CN104727823A (en) Tunneling device
Yahiro et al. Development and application of a Japanese grouting system
JPS5826191A (en) Mud leakage prevention in shield engineering method
JP2004360267A (en) Long-distance jacking method
JP2710602B2 (en) Underground propulsion device and underground propulsion method
JPH0645515Y2 (en) Starter shaft equipment for corrugated pipe
JPH0663432B2 (en) Backfill injection method in propulsion method
JP2000192780A (en) Friction reducing construction method for propelling pipe, and propelling pipe friction reducing device
JP3439341B2 (en) Propulsion method
JPH08239654A (en) Lubricant and pipe jacking and embedding method using the same
JP3067376B2 (en) Middle press method
JPS6272893A (en) Method for covering embedded pipe with water impervious film
CN2284860Y (en) Hydraulic propelling tunnel extrusion moulding machine
JPH0274795A (en) Tunnel and construction method for tunnel
JPS61113995A (en) Method of reducing friction of underground buried pipe in method of propulsion construction
JP2601401B2 (en) Side hole drilling method
JPH0232438B2 (en)
JP3383048B2 (en) Pipe laying method
JPS6340100A (en) Filler for preventing excavating ground subsidence
JPH0791946B2 (en) Tunnel and tunnel construction method
JPH04182596A (en) Small diametral pipe burying boring machine