JPS6256913B2 - - Google Patents
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- Publication number
- JPS6256913B2 JPS6256913B2 JP56127229A JP12722981A JPS6256913B2 JP S6256913 B2 JPS6256913 B2 JP S6256913B2 JP 56127229 A JP56127229 A JP 56127229A JP 12722981 A JP12722981 A JP 12722981A JP S6256913 B2 JPS6256913 B2 JP S6256913B2
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- JP
- Japan
- Prior art keywords
- propulsion
- friction material
- elastic body
- water
- spherical elastic
- 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.)
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- Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
この発明は推進工法に関するものである。
さらに詳しくは、水を吸収後、球状弾性体とな
る高吸水性高分子を、地山と推進管の空隙中に注
入混合することを特徴とする推進工法に関するも
のである。
従来より下水道工事等の小口径の管渠布設工事
において、建設公害の比較的少ない工法として推
進工法が多く使われている。この推進工法は切羽
を推進しつつ推進管を順次前方に押し込んでゆく
工法である。
それ故に推進距離に比例して推進抵抗力は増大
する。そのため元押しジヤツキに一番近い推進管
に最大の推進抵抗力が加わる事になり推進距離は
この力と推進管の耐荷力を等しくおくことによつ
て決められる。
推進抵抗力は1地山と推進管の摩擦力、2粘着
力に起因し、推進距離に比例する抵抗力、3刃口
の抵抗力、4推進管の蛇行に起因する抵抗力等が
あるが、主要なものは摩擦力や粘着力による抵抗
力である。そのため地山と推進管の間に減摩材を
注入し、推進抵抗力を減らす方法は、推進距離を
のばすには非常に有効である。推進距離がのびれ
ば立抗間隔を広げることが可能となり、建設公害
の低減・建設費の低減、さらに工期短縮に大いに
役立つ。
このため、減摩材について多くの研究がなされ
てきている。
従来、推進工法の減摩材としては水とベントナ
イトを主要構成材とする粘稠性懸濁液が使用され
てきた。しかしこの減摩材は、軟ゲル状であるた
め、地山と推進管の間に注入されても推進作業に
伴ない、地山と推進管とが相対移動を生ずると地
山の土砂は減摩材中に容易に混ざり込みやすく、
減摩材の効果を急速に減ずることになつたり、ま
た地下水のない砂層、砂礫層のように地山の含水
率が低い場合には減摩材が地山に吸収され減摩材
効果が薄れたり、また含水率が非常に高い土砂層
や地下水の流れのある土砂中で使用する場合には
減摩材が希釈されたり、さらには流失したりして
減摩材の効果を失いやすいという欠点があつた。
また、特開昭54−79908および特開昭55−75483
には高吸水性ヒドロゲルの水分散液と鉱物質、有
機質糊料、界面活性剤および油類を配合してなる
水懸濁液をシールド推進工法用の減摩材として用
いることが提案されている。しかし、そこで開示
されている高吸水性ヒドロゲルは不定形のもので
あり、また、水と接触して膨潤した時、圧力に対
する強度は低く、依然として、前述の水とベント
ナイトを主要構成材とする減摩材と同様の欠点を
有しており、減摩材として満足できるものではな
かつた。
この発明の発明者らは、これらの問題点を種々
検討した結果、減摩材組成物として水を吸収する
と球状弾性体となる特定の種類の高吸水性高分子
を減摩材の一成分としたとき、著るしい効果を発
揮することを見出し、この発明を完成した。
この発明は、以上の通りの事情を踏まえてなさ
れたものであり、その目的は従来の工法の欠点を
改善した新らしい推進工法を提供することにあ
る。すなわち、特定の種類の高吸水性高分子から
なる小径の球状弾性体を地山と推進管との空隙中
に充填することにより、球状弾性体の固型物とし
ての性質、すなわち、ベアリング作用及び保水性
の良さ、膨潤時の強度の大きさ等の優れた特徴に
基づいて、良好な減摩材効果の持続性を向上さ
せ、種々の地盤への広い適応を可能としたもので
ある。
この発明に使用する高吸水性高分子は、水を吸
収後、球状弾性体となるものであり、ビニルエス
テルとアクリル酸またはそのエステルとを懸濁重
合して得られた共重合体のケン化物、あるいは、
懸濁重合で得られたアクリル酸またはその塩の架
橋重合体からなる。
ビニルエステルとアクリル酸またはそのエステ
ルとの懸濁重合は、各々のモル比が20:80〜80:
20の範囲で行うのが好ましい。ビニルエステルと
しては、好適には酢酸ビニルエステルが用いられ
る。アクリル酸またはそのエステルとしては、ア
クリル酸、メタクリル酸またはそれらのメチルエ
ステル、エチルエステルなどが用いられる。懸濁
重合は吸水した時に球状となる弾性体を得るため
に欠かせないものである。
吸水した時、球状弾性体となる高吸水性高分子
の吸水率および平均粒径については特に限定され
ないが、この吸水倍率は蒸留水で300〜3000倍の
もので、蒸留水を吸収後、0.01mm〜15mmの球状弾
性体となるものが実際的に好ましく用いられる。
本発明実施にあたつて、地山と推進管の空隙に
減摩材を注入するに際しては、水を吸収すると球
状弾性体となる高吸水性高分子を単独で使用する
ことができる。
従来から使用されている鉱物質、有機質糊料、
界面活性剤、油類などを用いることは必要でない
が、この発明の吸水した時、球状弾性体となる高
吸水性高分子とともにこれらを使用することもで
きる。減摩材としての球状弾性体となる高吸水性
高分子の使用割合は特に限定はされないが、一般
的には混合率を高めるにつれてその効果は増す。
以下に参考例、実施例を挙げて本発明を更に詳
細に説明する。もちろん、この発明はこれらに限
定されるものではない。
参考例 1
酢酸ビニル60gとアクリル酸メチル40gに重合
開始剤としてベンゾイルパーオキシド0.5gを加
え、これを部分ケン化ポリビニルアルコール(ケ
ン化度88モル%、重合度2000)0.2gと塩化ナト
リウム8gを含む水200mlに分散せしめ、65℃で
6時間懸濁重合せしめた。
次いでメタノール100mlと水30mlとからなる混
合溶媒に水酸化ナトリウム16.2gを溶解させた溶
液に前記共重合体30gを加え80℃で2時間、さら
に60℃で5時間ケン化反応を行なう。ケン化反応
終了後、メタノールで充分に洗滌したのち減圧乾
燥することによつて、20μないし200μの粒径を
有する球状の乾燥ケン化物24gを得た。
このようにして得られた球状のケン化物は水に
不溶性であり、水中ですみやかに膨潤して球状の
弾性体となつた。蒸留水に対する吸水率は750
g/gであつた。
参考例 2
重合槽中に水133.1gを仕込み、水酸化ナトリ
ウム44.7gを加えて撹拌しながら溶解させた。氷
冷しながらアクリル酸100gを徐々に加え、撹拌
しながら中和させた。過硫酸カリウム0.0667gお
よびN・N′−メチレンビスアクリルアミド0.01g
を加える。
さらにソルビタンモノステアレート6.0gおよ
びノルマルヘキサン700mlを加え撹拌しながら60
℃で3時間重合させた。重合終了後、固液分離し
て減圧乾燥することによつて球形の高吸水性高分
子125.2gを得た。得られた高吸水性高分子の粒
径は10μ〜150μであつた。また吸水率は560g/
gであつた。
実施例 1
参考例1で得た高吸水性高分子を減摩材の一成
分として使用し砂質土を種々の割合で混合した。
この時、減摩材の配合割合は下記の表−1の通
りとした。
This invention relates to a propulsion method. More specifically, the present invention relates to a propulsion method characterized by injecting and mixing a superabsorbent polymer, which becomes a spherical elastic body after absorbing water, into the gap between the ground and the propulsion pipe. BACKGROUND ART Conventionally, in small-diameter pipe installation work such as sewerage work, the propulsion method has been widely used as a construction method that causes relatively little construction pollution. This propulsion method is a construction method in which the propulsion pipes are sequentially pushed forward while propelling the face. Therefore, the propulsion resistance increases in proportion to the propulsion distance. Therefore, the maximum propulsion resistance force is applied to the propulsion tube closest to the main push jack, and the propulsion distance is determined by making this force equal to the load carrying capacity of the propulsion tube. The propulsion resistance force is caused by (1) the frictional force between the ground and the propulsion tube, (2) the adhesive force, a resistance force proportional to the propulsion distance, (3) the resistance force of the cutting edge, and (4) the resistance force due to the meandering of the propulsion tube. , the main ones are resistance due to frictional force and adhesive force. Therefore, injecting an anti-friction material between the ground and the propulsion pipe to reduce the propulsion resistance is very effective in extending the propulsion distance. If the propulsion distance is extended, it will be possible to widen the spacing between vertical shafts, which will greatly help reduce construction pollution, lower construction costs, and shorten the construction period. For this reason, much research has been conducted on anti-friction materials. Conventionally, a viscous suspension containing water and bentonite as the main constituents has been used as an anti-friction material in propulsion methods. However, since this anti-friction material is in the form of a soft gel, even if it is injected between the earth and the propulsion pipe, the earth and sand in the earth will be reduced when the earth and the propulsion pipe move relative to each other during the propulsion work. Easily mixed into abrasive materials,
If the moisture content of the ground is low, such as in a sand layer or gravel layer without groundwater, the anti-friction material will be absorbed into the ground and the anti-friction material's effect will be diminished. Also, when used in a sand layer with a very high moisture content or in a sand layer with a flow of groundwater, the anti-friction material tends to be diluted or even washed away, causing the anti-friction material to lose its effectiveness. It was hot. Also, JP-A-54-79908 and JP-A-55-75483
It has been proposed to use an aqueous suspension prepared by blending an aqueous dispersion of superabsorbent hydrogel with minerals, organic thickeners, surfactants, and oils as an anti-friction material for shield propulsion methods. . However, the superabsorbent hydrogel disclosed therein has an amorphous shape, and when it swells in contact with water, its strength against pressure is low, and it is still difficult to use the above-mentioned water and bentonite as main constituents. It has the same drawbacks as friction materials and is not satisfactory as a friction reducing material. As a result of various studies on these problems, the inventors of this invention found that a specific type of super-absorbent polymer that becomes a spherical elastic body when water is absorbed is used as a component of the anti-friction material. He discovered that it had a remarkable effect when doing so, and completed this invention. This invention was made in light of the above circumstances, and its purpose is to provide a new propulsion method that improves the drawbacks of conventional methods. That is, by filling the gap between the earth and the propulsion tube with a small-diameter spherical elastic body made of a specific type of superabsorbent polymer, the properties of the spherical elastic body as a solid object, such as bearing action and Based on its excellent features such as good water retention and high strength when swollen, it improves the durability of its good anti-friction effect and enables wide application to various types of ground. The superabsorbent polymer used in this invention becomes a spherical elastic body after absorbing water, and is a saponified copolymer obtained by suspension polymerization of vinyl ester and acrylic acid or its ester. ,or,
Consists of a crosslinked polymer of acrylic acid or its salt obtained by suspension polymerization. Suspension polymerization of vinyl ester and acrylic acid or its ester is carried out at a molar ratio of 20:80 to 80:
It is preferable to do this in the range of 20. As the vinyl ester, vinyl acetate is preferably used. As the acrylic acid or its ester, acrylic acid, methacrylic acid, or their methyl ester, ethyl ester, etc. are used. Suspension polymerization is essential for obtaining an elastic body that becomes spherical when it absorbs water. There are no particular limitations on the water absorption rate and average particle size of the superabsorbent polymer, which becomes a spherical elastic body when water is absorbed, but this water absorption capacity is 300 to 3000 times that of distilled water, and after absorbing distilled water, the water absorption capacity is 0.01 A material that forms a spherical elastic body with a diameter of mm to 15 mm is practically preferably used. In carrying out the present invention, when injecting the antifriction material into the gap between the ground and the propulsion pipe, a superabsorbent polymer that becomes a spherical elastic body when it absorbs water can be used alone. Traditionally used minerals, organic thickeners,
Although it is not necessary to use surfactants, oils, etc., they can be used together with the superabsorbent polymer of the present invention which becomes a spherical elastic body when water is absorbed. Although there is no particular limitation on the proportion of superabsorbent polymer used as a spherical elastic body as an anti-friction material, the effect generally increases as the mixing rate increases. The present invention will be explained in further detail by referring to Reference Examples and Examples below. Of course, this invention is not limited to these. Reference example 1 Add 0.5 g of benzoyl peroxide as a polymerization initiator to 60 g of vinyl acetate and 40 g of methyl acrylate, and add 0.2 g of partially saponified polyvinyl alcohol (degree of saponification 88 mol%, degree of polymerization 2000) and 8 g of sodium chloride. The resulting mixture was dispersed in 200 ml of water and subjected to suspension polymerization at 65°C for 6 hours. Next, 30 g of the above copolymer was added to a solution of 16.2 g of sodium hydroxide dissolved in a mixed solvent of 100 ml of methanol and 30 ml of water, and saponification was carried out at 80°C for 2 hours and then at 60°C for 5 hours. After the saponification reaction was completed, the product was sufficiently washed with methanol and then dried under reduced pressure to obtain 24 g of a spherical dry saponified product having a particle size of 20 μm to 200 μm. The spherical saponified product thus obtained was insoluble in water and quickly swelled in water to become a spherical elastic body. Water absorption rate for distilled water is 750
g/g. Reference Example 2 133.1 g of water was placed in a polymerization tank, and 44.7 g of sodium hydroxide was added and dissolved with stirring. While cooling with ice, 100 g of acrylic acid was gradually added and neutralized with stirring. Potassium persulfate 0.0667g and N・N'-methylenebisacrylamide 0.01g
Add. Furthermore, add 6.0 g of sorbitan monostearate and 700 ml of normal hexane, and add 6.0 g while stirring.
Polymerization was carried out at ℃ for 3 hours. After the polymerization was completed, 125.2 g of a spherical superabsorbent polymer was obtained by separating solid and liquid and drying under reduced pressure. The particle size of the obtained superabsorbent polymer was 10μ to 150μ. Also, the water absorption rate is 560g/
It was hot at g. Example 1 The superabsorbent polymer obtained in Reference Example 1 was used as a component of an anti-friction material, and sandy soil was mixed in various proportions. At this time, the blending ratio of the anti-friction material was as shown in Table 1 below.
【表】
この混合土の内部摩擦角、粘着力を直前剪断試
験により求めた。
結果を従来使用されているベントナイト泥土型
減摩材を砂質土と混合した場合と比較して第1図
に示した。
従来のベントナイト泥土型減摩材の効果は、減
摩材の混合率(減摩材重量/混合土重量)が約15
%末満ではほとんどなく、15%〜30%の間で急激
に効果を表わす。これに対し、この発明の減摩材
は混合比率にほぼ比例し、減摩材の効果があらわ
れる。(摩擦係数tanψが減少する)。
これは減摩材中に地山の土が混入し、減摩材の
混合率が低くなつてもこの発明の減摩材の方が減
摩効果の持続性が良いことを示すものであり、さ
らに混合率が30%未満では減摩効果が優れている
ことを示すものである。
また、参考例2で得た高吸水性高分子を使用し
ても、同様の効果を示した。
実施例 2
実施例1で調製したと同じ減摩材を使用し、現
場試験をおこなつた。
土質は細砂層であり、N値は5〜10、単位体積
重量γt=1.9t/m3、土被りH=12m、地下水位は
地表面より1m下がりであつた。施行は、泥水式
推進工法により、内径900mmの推進管を推進した
結果を第2図、第3図に示す。
これらの図において、縦軸は元押しジヤツキの
推力(トン)を、横軸は推進距離を表わす。試験
は推進距離20mまでは減摩材を使用せず、その後
掘進に伴ない、この発明の減摩材を注入した。第
2図、第3図において黒点(・)は元押しジヤツ
キ推進(トン)と推進距離(m)の実測値を示
す。
また実線は減摩材を使用しない場合、破線は推
進距離20m以降に従来の減摩材を使用した場合の
推定曲線であり、一点鎖線は実測値の曲線を示し
た。
推進管の許容耐荷力を298.6トンとすると、従
来の減摩材を使用した場合の推定最大推進距離
は、第2図においては各々66m、149m、第3図
においては各々60m、176mとなり、推進距離は
約2.3〜2.9倍にのびる。
実施例 3
参考例2で得た高吸水性高分子を使用し、実施
例1と同様の配合で調整した減摩材を使用し、現
場試験をおこなつた。
土質は微細砂層であり、N値は50以上であり、
単位体積重量γt=1.8t/m3、土被りH≒11m、地
下水位は約−3mであつた。施行は泥水式推進工
法により、内径800mmの推進管を推進した。この
結果を第4図に示す。
実験は推進距離20mまでは減摩材を使用せず、
その後掘進に伴ない当該減摩材を注入した。
第4図において、実線は減摩材を使用しない場
合、破線は推進距離20m以降に従来の減摩材を使
用した場合の推定曲線であり、一点鎖線はこの発
明の減摩材を使用した場合の実測値の曲線を示し
た。推進管の許容耐荷力を229.6トンとすると、
従来の減摩材を使用する場合の推定最大推進距離
は68m、本発明の減摩材を使用した場合の推定最
大距離は356mとなり、約5.2倍にのびる。
実施例 4
参考例1で得た球状高吸水性高分子と、従来公
知の澱粉−アクリロニトリルグラフト化合物部分
加水分解物のNa塩(100メツシユパス品)(不定
形ヒドロゲルと称する)を使用し、次の表−2に
示す配合によりそれぞれの減摩材を調整した。[Table] The internal friction angle and adhesion strength of this soil mixture were determined by an immediate shear test. The results are shown in Figure 1 in comparison with the case where the conventionally used bentonite mud type antifriction material was mixed with sandy soil. The effect of conventional bentonite mud type anti-friction material is that the mixing ratio of anti-friction material (weight of anti-friction material/weight of mixed soil) is approximately 15
There is almost no effect at the lower end of %, and the effect rapidly becomes apparent between 15% and 30%. On the other hand, the anti-friction material of the present invention is approximately proportional to the mixing ratio, and the effect of the anti-friction material appears. (friction coefficient tanψ decreases). This shows that the anti-friction material of this invention has better sustainability of the anti-friction effect even when the mixing ratio of the anti-friction material becomes low due to the mixing of ground soil into the anti-friction material. Furthermore, it is shown that the friction reduction effect is excellent when the mixing ratio is less than 30%. Further, even when the superabsorbent polymer obtained in Reference Example 2 was used, similar effects were obtained. Example 2 The same anti-friction material prepared in Example 1 was used and field tested. The soil quality was a fine sand layer, the N value was 5 to 10, the unit volume weight γ t = 1.9 t/m 3 , the soil cover H = 12 m, and the groundwater level was 1 m below the ground surface. Figures 2 and 3 show the results of propelling a propulsion tube with an inner diameter of 900 mm using the mud propulsion method. In these figures, the vertical axis represents the thrust force (tons) of the main thruster, and the horizontal axis represents the propulsion distance. In the test, no anti-friction material was used until the propulsion distance was 20 m, and then the anti-friction material of the present invention was injected as the excavation progressed. In FIGS. 2 and 3, black dots (.) indicate actual measured values of main push jack propulsion (tons) and propulsion distance (m). Further, the solid line is the estimated curve when no anti-friction material is used, the broken line is the estimated curve when the conventional anti-friction material is used after the propulsion distance of 20 m, and the dashed-dotted line is the curve of the actual measured values. Assuming that the allowable load carrying capacity of the propulsion tube is 298.6 tons, the estimated maximum propulsion distance when using conventional anti-friction materials is 66 m and 149 m, respectively, in Figure 2, and 60 m and 176 m, respectively, in Figure 3. The distance increases approximately 2.3 to 2.9 times. Example 3 A field test was conducted using the super absorbent polymer obtained in Reference Example 2 and an anti-friction material prepared with the same formulation as in Example 1. The soil is a fine sand layer, and the N value is over 50.
Unit volume weight γ t =1.8t/m 3 , earth cover H≒11m, and groundwater level was approximately -3m. The project was carried out using a mud propulsion method using a propulsion tube with an inner diameter of 800 mm. The results are shown in FIG. In the experiment, no anti-friction material was used up to a propulsion distance of 20 m.
The anti-friction material was then injected as the excavation progressed. In Figure 4, the solid line is the estimated curve when no anti-friction material is used, the broken line is the estimated curve when the conventional anti-friction material is used after a propulsion distance of 20 m, and the dashed-dotted line is the estimated curve when the anti-friction material of this invention is used. The curve of actual measured values is shown. Assuming that the allowable load capacity of the propulsion tube is 229.6 tons,
The estimated maximum propulsion distance when using the conventional anti-friction material is 68 m, and the estimated maximum distance when using the anti-friction material of the present invention is 356 m, approximately 5.2 times longer. Example 4 Using the spherical superabsorbent polymer obtained in Reference Example 1 and the Na salt of a conventionally known starch-acrylonitrile graft compound partial hydrolyzate (100 mesh pass product) (referred to as amorphous hydrogel), the following was prepared. Each antifriction material was prepared according to the formulation shown in Table 2.
【表】
得られた減摩材を使用し、下記条件で現場試験
を行つた。
<現場試験条件>
土質 貝穀混じり粘土
N値 0〜3
単位体積重量 rt=1.6t/m3
土被り H=6.25m
地下水位 地表面より−1.0m〜−1.5m
推進工法 ブラインド推進工法
推進管呼び径 内径1800mm
なお、試験は推進距離約20mまでは減摩材を使
用せず、その後推進距離約20〜50mまでの区間に
は比較減摩材を注入し、その後の推進距離に対し
てこの発明の減摩材を注入した。
この試験における推進距離(m)と元押しジヤ
ツキ推力(トン)との関係を第5図に示す。
同図において、区間(a)〜(b)は減摩材を使用せ
ず、区間(b)〜(c)は比較減摩材を使用し、区間(c)〜
(d)はこの発明の減摩材を使用した場合を示してい
る。また、破線(b)〜(b′)および(c)〜(c′)はそ
れぞれ区間(a)〜(b)および(b)〜(c)における推進距離
と元押しジヤツキ推力の関係を外挿したものであ
る。更に、(b)〜(d′)はこの発明の減摩材を(b)点
より使用した場合に想定される推進距離と元押し
ジヤツキ推力の関係を区間(c)〜(d)の関係より求め
たものである。
この結果から、それぞれの区間における推進距
離1mあたりの推力は表−3のとおりとなる。[Table] Using the obtained anti-friction material, field tests were conducted under the following conditions. <Field test conditions> Soil quality Clay mixed with shellfish N value 0 to 3 Unit volume weight rt = 1.6t/m 3 Earth cover H = 6.25m Groundwater level -1.0m to -1.5m from the ground surface Propulsion method Blind propulsion method Propulsion pipe Nominal diameter Inner diameter 1800mm In addition, in the test, no anti-friction material was used until the propulsion distance was about 20 m, and then comparative anti-friction material was injected into the section from about 20 to 50 m, and this was used for the subsequent propulsion distance. The anti-friction material of the invention was injected. Figure 5 shows the relationship between the propulsion distance (m) and the original thrust (tons) in this test. In the figure, sections (a) to (b) do not use anti-friction materials, sections (b) to (c) use comparative anti-friction materials, and sections (c) to
(d) shows the case where the anti-friction material of this invention is used. In addition, the broken lines (b) to (b') and (c) to (c') exclude the relationship between the propulsion distance and the main push jack thrust in the sections (a) to (b) and (b) to (c), respectively. This is what I inserted. Furthermore, (b) to (d') show the relationship between the propulsion distance and the thrust force of the main thrust jack when the anti-friction material of this invention is used from point (b) in the sections (c) to (d). This is what I was looking for. From this result, the thrust per 1 m of propulsion distance in each section is as shown in Table 3.
第1図は、この発明の減摩材混合土の減摩材混
合率と摩擦係数(tanψ)の関係を示すグラフで
ある。図中、横軸は減摩材混合率(減摩材重量/
混合土重量×100)(%)を示す。第2図、第3
図、第4図はこの発明の減摩材を使用した時の元
押しジヤツキ推力と推進距離の関係を示すグラフ
である。
A:減摩材を全く使用しない場合の推定推力。
B:減摩材を使わず20m推進後、従来の減摩材を
使用する場合の推定推力。C:減摩材を使わず20
m推進後、この発明の減摩材を使用した場合の実
測値。
第5図は減摩材を使い分けながら推進工法によ
り推進管を布設したときの推進距離(m)と元押
しジヤツキ推力(t)の関係を示す図面である。
FIG. 1 is a graph showing the relationship between the friction reducing agent mixing ratio and the friction coefficient (tanψ) of the friction reducing agent mixed soil of the present invention. In the figure, the horizontal axis is the anti-friction material mixture ratio (weight of anti-friction material/
Mixed soil weight x 100) (%) is shown. Figures 2 and 3
FIG. 4 is a graph showing the relationship between the original jack thrust and the propulsion distance when the anti-friction material of the present invention is used. A: Estimated thrust when no anti-friction material is used.
B: Estimated thrust when using conventional anti-friction material after 20m propulsion without using anti-friction material. C: No anti-friction material 20
Actual value when using the anti-friction material of this invention after m propulsion. FIG. 5 is a drawing showing the relationship between the propulsion distance (m) and the original jack thrust (t) when the propulsion pipe is installed by the propulsion method while using different anti-friction materials.
Claims (1)
体となり、ビニルエステルとアクリル酸またはそ
のエステルとを懸濁重合して得られた共重合体の
ケン化合物である高吸水性高分子の吸水した球状
弾性体を、地山と推進管の空隙中に混入すること
を特徴とする土と推進管との摩擦力を減ずる推進
工法。 2 推進工法において、水を吸収すると球状弾性
体となり、アクリル酸またはその塩を懸濁重合し
て得られた架橋重合体である高吸水性高分子の吸
水した球状弾性体を、地山と推進管の空隙中に混
入することを特徴とする土と推進管との摩擦力を
減ずる推進工法。[Scope of Claims] 1 In the propulsion method, a highly water-absorbing material which becomes a spherical elastic body when it absorbs water and is a Ken compound of a copolymer obtained by suspension polymerization of vinyl ester and acrylic acid or its ester. A propulsion method that reduces the frictional force between the soil and the propulsion tube, which is characterized by mixing spherical elastic bodies that have absorbed water molecules into the spaces between the ground and the propulsion tube. 2 In the propulsion method, the spherical elastic body becomes a spherical elastic body when it absorbs water, and the spherical elastic body that absorbs water is made of a super absorbent polymer, which is a crosslinked polymer obtained by suspension polymerization of acrylic acid or its salt, and is propelled with the ground. A propulsion method that reduces the frictional force between the propulsion pipe and the soil, which is characterized by being mixed into the voids in the pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12722981A JPS5827774A (en) | 1981-08-12 | 1981-08-12 | Driving method of construction reducing frictional force between soil and driving pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12722981A JPS5827774A (en) | 1981-08-12 | 1981-08-12 | Driving method of construction reducing frictional force between soil and driving pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5827774A JPS5827774A (en) | 1983-02-18 |
| JPS6256913B2 true JPS6256913B2 (en) | 1987-11-27 |
Family
ID=14954919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12722981A Granted JPS5827774A (en) | 1981-08-12 | 1981-08-12 | Driving method of construction reducing frictional force between soil and driving pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5827774A (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60129395A (en) * | 1983-12-16 | 1985-07-10 | 株式会社大林組 | Propelling construction method |
| JPS60262869A (en) * | 1984-06-08 | 1985-12-26 | Kuraray Co Ltd | Coating material |
| JPS61190584A (en) * | 1985-02-18 | 1986-08-25 | Tachibana Shokai:Kk | Lubricant |
| US9101155B2 (en) | 2003-07-11 | 2015-08-11 | Asahi Kasei Chemicals Corporation | Functional starch powder |
| WO2009123102A1 (en) | 2008-03-31 | 2009-10-08 | 旭化成ケミカルズ株式会社 | Processed starch powder with excellent disintegration properties and manufacturing method thereof |
| IN2014DN09313A (en) | 2012-04-27 | 2015-07-10 | Japan Corn Starch Co Ltd |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3165486A (en) * | 1958-09-29 | 1965-01-12 | Monsanto Co | Cross-linked olefin-maleic anhydride interpolymers and salts thereof |
| US3353601A (en) * | 1965-07-26 | 1967-11-21 | Dow Chemical Co | Composition and use therefor for water shut-off |
-
1981
- 1981-08-12 JP JP12722981A patent/JPS5827774A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5827774A (en) | 1983-02-18 |
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