JPS6361354B2 - - Google Patents

Info

Publication number
JPS6361354B2
JPS6361354B2 JP59221859A JP22185984A JPS6361354B2 JP S6361354 B2 JPS6361354 B2 JP S6361354B2 JP 59221859 A JP59221859 A JP 59221859A JP 22185984 A JP22185984 A JP 22185984A JP S6361354 B2 JPS6361354 B2 JP S6361354B2
Authority
JP
Japan
Prior art keywords
water
soil
additive
earth
pressure
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
Application number
JP59221859A
Other languages
Japanese (ja)
Other versions
JPS61101587A (en
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 filed Critical
Priority to JP59221859A priority Critical patent/JPS61101587A/en
Publication of JPS61101587A publication Critical patent/JPS61101587A/en
Publication of JPS6361354B2 publication Critical patent/JPS6361354B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0642Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end
    • E21D9/0678Adding additives, e.g. chemical compositions, to the slurry or the cuttings

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は切削土砂に注入・混練して切羽の土
圧並びに水圧に対抗させる土圧系シールド用の添
加材の改良に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] This invention relates to the improvement of additives for earth pressure shields that are injected and kneaded into cut earth and sand to counteract the earth pressure and water pressure of the face.

〔従来の技術〕[Conventional technology]

周知のごとく、土圧系のシールド工法は、添加
材を地上から配管を通して圧送ポンプでシールド
内のカツターチヤンパー内に送り込み、これをカ
ツターヘツドによつて切削した土砂に注入・混練
させることによつて土砂の性状を変化させ、土砂
の流動性と止水性を確保して切羽の安定を図る方
法である。
As is well known, the earth pressure shield construction method uses a pressure pump to send additives from the ground through piping into the cutter chumper inside the shield, and injects and mixes this into the earth and sand cut by the cutter head. This is a method to stabilize the face by changing the properties of the soil and ensuring its fluidity and water-stopping properties.

ところで、従来より使用されてきたこの種工法
の添加材としては、単位所要水量を比較的多量必
要とする粘土等を主体とするものがほとんどであ
つた。これらの添加材は、シールドチヤンバー内
における土砂の流動化やカツタートルクの低減化
あるいは添加材移送時の圧送圧の低減化や噴発防
止等の点では、比較的良好に対処し得るものの、
切羽の土圧並びに水圧への対抗を完了し終えてチ
ヤンバー外へ排土として排出した際には含水量が
多量であるため泥水状の排土となり排土の性状の
点からすれば、余り好ましいものではなかつた。
By the way, most of the additives used in this type of construction method have been mainly clay and the like, which require a relatively large amount of water per unit. Although these additives can be relatively effective in terms of fluidizing the earth and sand in the shield chamber, reducing cutter torque, reducing the pumping pressure during additive material transfer, and preventing blowouts,
When the earth pressure and water pressure at the face have been completely resisted and the soil is discharged outside the chamber, the soil becomes muddy because it contains a large amount of water, which is not desirable from the viewpoint of the characteristics of the discharged soil. It wasn't something.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

従つて従来は、この相反し、相矛循する性状を
両者とも同時にかつ充分に満足し得る添加材は存
在しなかつた。むしろ本来的なシールド制御に必
要な性状を確保するべく、多量の水を使用してい
たのが実情で、例えば添加材において、所要水量
が移送段階で減少する場合にあつては、圧送抵抗
が増大することから、あえてその中途段階で水を
吹き込む等の強制通水措置も採られる場合もある
程であつた。
Therefore, conventionally, there has been no additive that can simultaneously and fully satisfy both of these contradictory and contradictory properties. Rather, the reality is that a large amount of water is used to ensure the properties necessary for original shield control.For example, in the case of additive materials, when the required water amount is reduced during the transfer stage, the pumping resistance is Due to the increase in the amount of water, forced water flow measures such as blowing water in midway through the process were sometimes taken.

従つて従来は排土で泥水化するのが通常で、こ
れを良質化するには別個に再処理しなければなら
ず、コストアツプの重大な要因ともなつていたも
のである。
Therefore, in the past, the soil was usually turned into muddy water, which had to be reprocessed separately to improve its quality, which was a significant factor in increasing costs.

そこでこの発明の目的とするところは、シール
ド工法においてきわめて重要な切削土砂に対する
塑性流動化機能を十分かつ良好に確保するのはも
ち論、元来相矛盾し、相反する圧送抵抗の軽減化
等と残土の良質化を両者同時にかつ充分に満足さ
せることができる従来にない全く画期的な添加材
を提供しようとするところにある。
Therefore, the purpose of this invention is to sufficiently and well ensure the plastic fluidization function for cut soil, which is extremely important in the shield method, and to reduce the pumping resistance, which is originally contradictory. The aim is to provide an unprecedented and completely innovative additive that can simultaneously and fully satisfy both requirements for improving the quality of residual soil.

〔問題点を解決するための手段〕[Means for solving problems]

上記目的達成のため、この発明は、添加材を鉱
サイスラグと気泡剤と水との配合物で構成したも
のである。
In order to achieve the above object, the present invention consists of an additive material consisting of a blend of mineral slag, a foaming agent, and water.

すなわちこの発明は、鉱サイスラグが気泡剤を
加えると、従来に比して著しく少量の水であつて
もペースト化し、このペーストによつて土砂中の
微粒分を補い、従来とほぼ同程度の塑性流動性を
切削土砂に対し与えることを見出したものであ
る。
In other words, in this invention, when mineral slag is added with a foaming agent, it becomes a paste even in a significantly smaller amount of water than before, and this paste compensates for the fine particles in the soil, resulting in almost the same level of plasticity as before. It was discovered that this method imparts fluidity to cut earth and sand.

またこの発明は、鉱サイスラグが元来それ自
体、長期に渡つて漸次自硬する属性を有している
ことに着眼し、この性質を利用することによつて
良質排土への変質化を促進させるようにしたもの
である。従つて上述のごとく、配合する所要水量
自体が著しく少量であることと相俟つて、従来に
なくすぐれた排土の良質化を達成したものであ
る。
In addition, this invention focuses on the fact that ore slag itself has the property of gradually self-hardening over a long period of time, and by utilizing this property, it promotes transformation into high-quality waste soil. It was designed to let you do so. Therefore, as mentioned above, the amount of water required to be mixed is extremely small, and together with this, an unprecedented improvement in the quality of the discharged soil has been achieved.

さらにまたこの発明は、気泡剤の配合によつて
鉱サイスラグのペーストに空気を混入して、いわ
ばスラグエアペーストとすることで、移送段階に
おける圧送圧を、極力低減化する構成を採用して
いる。
Furthermore, this invention employs a configuration in which air is mixed into the slag slag paste by adding a foaming agent to form a so-called slag air paste, thereby reducing the pumping pressure at the transfer stage as much as possible. .

ところで気泡剤としては種々採用できるが、中
でも外部の空気をだき込む動物タンパクが好適で
ある。例えばグルフオーム(商品名・サンオリエ
ント化学)やモノクリート(商品名・第一化成)
あるいはエスコート(商品名・マノール)、フオ
ーミツクス(商品名・ハマノ工業)が使用でき
る。なお気泡剤としては動物タンパクに限定され
ないことは言うまでもなく、他に例えば一定の界
面活性剤等が採用し得る。
By the way, various foaming agents can be used, but animal protein, which sucks in external air, is particularly suitable. For example, Glufoam (product name: Sun Orient Chemical) and Monocrete (product name: Daiichi Kasei)
Alternatively, Escort (product name: Manor) and Formics (product name: Hamano Industries) can be used. It goes without saying that the foaming agent is not limited to animal proteins, and other substances such as certain surfactants may also be used.

また添加材の各構成成分の配合割合について
は、例えばスラグ300Kgに対して水150Kg、気泡剤
4Kgの割合で配合すれば、75%/m3の空気混入の
添加材となるが、地層における土砂中の微粒分の
量等、地質や現場の状況等に応じて適宜配合量や
配合割合を決定すれば差し支えない。
Regarding the mixing ratio of each component of the additive, for example, if you mix 300 kg of slag with 150 kg of water and 4 kg of foaming agent, the additive will contain 75%/ m3 of air. There is no problem as long as the blending amount and blending ratio are determined appropriately depending on the geology, site conditions, etc., such as the amount of fine particles inside.

〔発明の効果〕〔Effect of the invention〕

以上のごとくこの発明は、切羽の安定化に対し
ては鉱サイスラグのペーストによつて対処し、排
土の良質化については鉱サイスラグ固有の属性を
利用することで対処し、移送段階の圧送圧につい
ては添加材中への空気混入によつて対処したもの
である。また、鉱サイスラグ自体の単位所要水量
も従来の粘土に比すれば著しく少量であることか
ら、この点においても排土の良質化を一層良好な
ものとしたものである。
As described above, this invention addresses the stabilization of the face by using a paste of ore slag, and improves the quality of soil removal by utilizing the unique attributes of ore slag. This issue was addressed by incorporating air into the additive. In addition, since the amount of water required per unit of ore slag itself is significantly smaller than that of conventional clay, the quality of soil removal is further improved in this respect as well.

従つて元来この種工法上、対応不可能と考えら
れていた相反し、相矛盾する切羽の安定化と排土
の良質化並びに添加材の圧送圧の低減化と排土の
良質化について、両者同時にかつ良好に満足する
ことができたものであり、従来にない画期的な添
加材となし得たものである。
Therefore, it was originally thought that this type of construction method could not handle the conflicting and contradictory issues of stabilizing the face and improving the quality of the soil removed, as well as reducing the pressure of pumping additives and improving the quality of the soil removed. It was possible to satisfy both simultaneously and satisfactorily, making it an unprecedented and innovative additive.

従つて従来のごとく、わざわざ排土を良質化す
るに必要とした再処理手段等は不要となり、単に
排土として排出するのみで自然に良質化するの
で、作業性はもち論、経済性においてもきわめて
良好となし得たのである。
Therefore, unlike in the past, there is no need for reprocessing methods that are required to improve the quality of waste soil, and the quality improves naturally by simply discharging it as waste soil, making it easier to work with as well as economically. It turned out to be extremely good.

なおまたこの発明に係る添加材は、従来のもの
と同じくカツタートルクの低減化、さらには噴発
防止等の土圧系シールド工法上特に要求されてい
る特性をも同時に併有しており、当該技術分野に
資するところきわめて大きい土圧系シールド用添
加材を提供し得たものである。
Furthermore, the additive material according to the present invention, like the conventional ones, also has characteristics particularly required for earth pressure shield construction methods, such as reduction of cutter torque and prevention of blowouts, and is compatible with the technology. We have been able to provide an additive material for earth pressure system shields that greatly contributes to the field.

Claims (1)

【特許請求の範囲】[Claims] 1 切削土砂に注入・混練して切羽の土圧並びに
水圧に対抗させる土圧系シールド用添加材におい
て、該添加材が、鉱サイスラグと気泡剤と水との
配合物からなることを特徴とする土圧系シールド
用添加材。
1. An additive for earth pressure shielding that is injected and kneaded into cut earth and sand to counter the earth pressure and water pressure of the face, characterized in that the additive is composed of a mixture of ore slag, a foaming agent, and water. Additive material for earth pressure shield.
JP59221859A 1984-10-22 1984-10-22 Additive for earth pressure type shield Granted JPS61101587A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59221859A JPS61101587A (en) 1984-10-22 1984-10-22 Additive for earth pressure type shield

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59221859A JPS61101587A (en) 1984-10-22 1984-10-22 Additive for earth pressure type shield

Publications (2)

Publication Number Publication Date
JPS61101587A JPS61101587A (en) 1986-05-20
JPS6361354B2 true JPS6361354B2 (en) 1988-11-29

Family

ID=16773306

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59221859A Granted JPS61101587A (en) 1984-10-22 1984-10-22 Additive for earth pressure type shield

Country Status (1)

Country Link
JP (1) JPS61101587A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0271044U (en) * 1988-11-18 1990-05-30
GB2263490A (en) * 1992-01-23 1993-07-28 Ohbayashi Corp Mechanical shield driving method using foaming agent
JPH0542676Y2 (en) * 1988-12-02 1993-10-27
EP0761747A1 (en) * 1995-08-16 1997-03-12 Wolff Walsrode Ag Compositions of non-ionic and ionic hydrocolloids and their use as auxiliary agent in tunnel construction

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110552705A (en) * 2019-05-27 2019-12-10 中铁十八局集团第四工程有限公司 Automatic improvement method for residual soil during tunneling of earth pressure balance shield tunnel

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4825962A (en) * 1971-08-11 1973-04-04
JPS57207674A (en) * 1981-06-17 1982-12-20 Kajima Corp Liquid for stabilizing wall surface

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4825962A (en) * 1971-08-11 1973-04-04
JPS57207674A (en) * 1981-06-17 1982-12-20 Kajima Corp Liquid for stabilizing wall surface

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0271044U (en) * 1988-11-18 1990-05-30
JPH0542676Y2 (en) * 1988-12-02 1993-10-27
GB2263490A (en) * 1992-01-23 1993-07-28 Ohbayashi Corp Mechanical shield driving method using foaming agent
GB2263490B (en) * 1992-01-23 1995-08-23 Ohbayashi Corp Mechanical shield driving method using foaming agent
EP0761747A1 (en) * 1995-08-16 1997-03-12 Wolff Walsrode Ag Compositions of non-ionic and ionic hydrocolloids and their use as auxiliary agent in tunnel construction

Also Published As

Publication number Publication date
JPS61101587A (en) 1986-05-20

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Legal Events

Date Code Title Description
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