JP2856348B2 - How to suppress the increase in propulsion resistance - Google Patents
How to suppress the increase in propulsion resistanceInfo
- Publication number
- JP2856348B2 JP2856348B2 JP7021224A JP2122495A JP2856348B2 JP 2856348 B2 JP2856348 B2 JP 2856348B2 JP 7021224 A JP7021224 A JP 7021224A JP 2122495 A JP2122495 A JP 2122495A JP 2856348 B2 JP2856348 B2 JP 2856348B2
- Authority
- JP
- Japan
- Prior art keywords
- propulsion
- plastic material
- pipe
- increase
- tube
- 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 - Fee Related
Links
- 239000000463 material Substances 0.000 claims description 58
- 229920003023 plastic Polymers 0.000 claims description 57
- 239000004033 plastic Substances 0.000 claims description 57
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 23
- 238000000034 method Methods 0.000 claims description 18
- 238000002347 injection Methods 0.000 claims description 17
- 239000007924 injection Substances 0.000 claims description 17
- 239000004927 clay Substances 0.000 claims description 11
- 238000010521 absorption reaction Methods 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 2
- 229910052751 metal Inorganic materials 0.000 claims description 2
- 229920003002 synthetic resin Polymers 0.000 claims description 2
- 239000000057 synthetic resin Substances 0.000 claims description 2
- 239000011800 void material Substances 0.000 description 17
- 239000000314 lubricant Substances 0.000 description 10
- 239000000725 suspension Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000003381 stabilizer Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000001768 carboxy methyl cellulose Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 230000002209 hydrophobic effect Effects 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 229920002451 polyvinyl alcohol Polymers 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 239000004800 polyvinyl chloride Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000005995 Aluminium silicate Substances 0.000 description 1
- 229920002134 Carboxymethyl cellulose Polymers 0.000 description 1
- IMROMDMJAWUWLK-UHFFFAOYSA-N Ethenol Chemical compound OC=C IMROMDMJAWUWLK-UHFFFAOYSA-N 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 239000011358 absorbing material Substances 0.000 description 1
- DPXJVFZANSGRMM-UHFFFAOYSA-N acetic acid;2,3,4,5,6-pentahydroxyhexanal;sodium Chemical compound [Na].CC(O)=O.OCC(O)C(O)C(O)C(O)C=O DPXJVFZANSGRMM-UHFFFAOYSA-N 0.000 description 1
- 235000012211 aluminium silicate Nutrition 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 235000010948 carboxy methyl cellulose Nutrition 0.000 description 1
- 239000008112 carboxymethyl-cellulose Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000006071 cream Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000003960 organic solvent Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 235000019812 sodium carboxymethyl cellulose Nutrition 0.000 description 1
- 229920001027 sodium carboxymethylcellulose Polymers 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 229920005992 thermoplastic resin Polymers 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、推進抵抗の増加を抑
止する方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for suppressing an increase in propulsion resistance.
【0002】[0002]
【従来の技術】推進工法は次のようにして行われて来
た。まず、地面に発進立坑を掘り、発進立坑内に支圧壁
を持った推進装置受台を設け、この受台の上に推進ジャ
ッキを備えた推進装置を載置する。また、発進立坑内に
掘削機と推進管とを運び込み、発進立坑内の支圧壁に対
向する切羽を掘削機で掘削して横穴を掘り、掘った横穴
内に推進管を挿入し、推進管の端を推進ジャッキで押し
て、推進管を掘削機とともに進行させる。進行した推進
管の端にはさらに同様な推進管を継ぎ足して、継ぎ足し
た推進管の端を同じ推進ジャッキで押して推進する。こ
うして、次々と推進管を地盤中に埋設して行く。推進管
としては、鋼管を用いることもあるが、コンクリート管
を用いることが多い。2. Description of the Related Art The propulsion method has been performed as follows. First, a starting shaft is dug in the ground, and a propulsion device pedestal having a bearing wall is provided in the starting shaft, and a propulsion device having a propulsion jack is mounted on the pedestal. Also, the excavator and the propulsion pipe are carried into the starting shaft, the face facing the bearing wall in the starting shaft is excavated by the excavator to dig a side hole, and the propulsion pipe is inserted into the dug side hole. Push the end with a propulsion jack to advance the propulsion tube with the excavator. A similar propulsion pipe is further added to the end of the advanced propulsion pipe, and the added propulsion pipe is pushed by the same propulsion jack for propulsion. In this way, propulsion pipes are buried in the ground one after another. Although a steel pipe may be used as the propulsion pipe, a concrete pipe is often used.
【0003】この説明から明らかなように、推進工法で
は推進管を推進させる力は専ら推進ジャッキに頼ってい
る。この推進力は継ぎ足される推進管の数が多くなるに
つれて大きくせざるを得ない。ところが、推進管にはそ
の大きさによって配列できるジャッキに限界があり、ま
た許容される耐荷力があってそれ以上の推進力を加える
ことができないし、さらに支圧壁にも許容される支圧反
力に限界があってそれ以上の反力を受けることができな
い。従って、長距離の推進を行うには、推進の進行とと
もに推進管の外面と穴壁面との間の滑りをよくし、推進
抵抗を少なくしなければならない。As is apparent from this description, in the propulsion method, the power for propelling the propulsion pipe mainly depends on the propulsion jack. The driving force is large inevitably as the number of propulsion tube to be spliced is increased. However, there is a limit to the jacks that can be arranged depending on the size of the propulsion pipe, and there is a permissible load capacity so that no more propulsion can be applied. The reaction force is limited and cannot receive any more reaction force. Therefore, in order to perform long-distance propulsion, it is necessary to improve the sliding between the outer surface of the propulsion pipe and the wall surface of the hole and to reduce the propulsion resistance as the propulsion proceeds.
【0004】上述の推進抵抗を少なくするために、これ
まで推進管と穴壁面との間に滑剤が注入された。滑剤と
しては、吸水性ポリマーの懸濁液、又はベントナイトの
微粉末にカルボキシメチルセルロースのような懸濁安定
剤を加えた懸濁液が用いられた。この滑剤は、液状のも
のであって推進管に穿設された小孔から推進管の周囲に
注入された。この滑剤は狭い摩擦面にもよく入って行く
ように比較的低い粘度を持つ流体とされた。しかも、こ
の滑剤は、推進管と穴壁面との間の摩擦抵抗を低減させ
ることだけを狙ったものであって、推進の際に推進抵抗
が大きいと感じられる時点に、推進管の適当な小孔から
注入するだけとされた。[0004] In order to reduce the above-mentioned propulsion resistance, a lubricant has hitherto been injected between the propulsion pipe and the hole wall surface. As the lubricant, a suspension of a water-absorbing polymer or a suspension obtained by adding a suspension stabilizer such as carboxymethyl cellulose to fine powder of bentonite was used. The lubricant was in a liquid state and injected around the propulsion pipe through a small hole formed in the propulsion pipe. This lubricant goes well into narrow friction surfaces
As is the fluid having a relatively low viscosity. Moreover, this lubricant is intended only to reduce the frictional resistance between the propulsion pipe and the wall surface of the bore, and when the propulsion resistance is felt to be large during propulsion, an appropriate small size of the propulsion pipe is used. It was only to be injected through the hole.
【0005】推進管としてコンクリート管を使用し、コ
ンクリート管の小孔から滑剤をただ注入するだけとして
来た従来の推進工法は、推進抵抗の増加を抑止するに充
分でなかった。すなわち、滑剤を注入した直後には推進
抵抗を減少させることができたが、暫く時間が経つと推
進抵抗が増大することになった。また、時間の経過とと
もに推進抵抗が増大するのを防ぐために、滑剤の注入量
を増し摩擦係数を下げても、土圧が増大してくるので、
それに見合うだけの効果がなかった。そこで、この点を
改良する必要があった。[0005] The conventional propulsion method using a concrete pipe as the propulsion pipe and merely injecting a lubricant from a small hole in the concrete pipe has not been sufficient to suppress an increase in propulsion resistance. That is, although the propulsion resistance could be reduced immediately after the lubricant was injected, the propulsion resistance increased after a while. Also, to prevent the propulsion resistance from increasing over time, even if the amount of lubricant is increased and the friction coefficient is reduced , the earth pressure will increase,
It wasn't worth it. Therefore, it was necessary to improve this point.
【0006】[0006]
【発明が解決しようとする課題】この発明は、推進工法
に伴う上述の欠点を改良することを目的としたものであ
る。すなわち、推進工法においてこれまでは工事が進む
につれて推進抵抗が著しく大きくなったが、これを改良
して工事が進んでも推進抵抗がさほど顕著に大きくなら
ないようにし、これによって推進工事を容易にしようと
するものである。SUMMARY OF THE INVENTION An object of the present invention is to improve the above-mentioned drawbacks associated with the propulsion method. In other words, in the propulsion construction method, the propulsion resistance has increased significantly as the construction progressed until now.However, by improving this, the propulsion resistance does not increase significantly even when the construction progresses, and it is intended to make the propulsion construction easier. Is what you do.
【0007】[0007]
【課題を解決するための手段】この発明者は、従来の推
進工法が、穴壁面と推進管との間に生じる摩擦係数だけ
を考慮に入れて、摩擦抵抗を減らすことだけに専念して
来たことに着目した。この発明者は、推進抵抗が大きく
なるのは、上述の摩擦係数以外に、推進管に加わる土圧
が大きく影響していることに気付いた。すなわち、推進
抵抗Fは、推進管外面と地盤との間の摩擦係数μと、推
進管に加わる土圧Pとの積であるところ、従来の推進工
法は滑剤の注入によって摩擦係数μを小さくすることに
専念して、土圧Pの増大を防ぐことを余り考えていない
ことに気付いた。The present inventor has concentrated on reducing the frictional resistance of the conventional propulsion method by taking into account only the friction coefficient generated between the hole wall surface and the propulsion pipe. We paid attention to that. The inventor has noticed that the increase in the propulsion resistance is largely affected by the earth pressure applied to the propulsion pipe in addition to the above-described friction coefficient. That is, the propulsion resistance F is the product of the friction coefficient μ between the outer surface of the propulsion pipe and the ground and the earth pressure P applied to the propulsion pipe. In the conventional propulsion method, the friction coefficient μ is reduced by injection of a lubricant. Focusing on that, he noticed that he did not think much about preventing an increase in earth pressure P.
【0008】一般に、推進管に加わる土圧は、土質工学
上テルツアーギーの緩み土圧だとされている。詳述すれ
ば、掘削機の刃口は推進管の外径より僅かに大きい直径
を持つように作られているので、掘削機によって掘られ
た穴と推進管との間には、テールボイドと呼ばれる通常
厚さ1〜3cmの隙間が生じることとなり、この隙間の
ために推進管直上の地盤が緩み推進管に土圧が加わるこ
とになる、とされている。この土圧はテルツアーギーの
計算式によって計算できるとされて来た。ところが、テ
ルツアーギーの計算式では、最初に緩んだ土圧、すなわ
ち一次の緩み土圧しか考慮に入れていない。これは、推
進延長が比較的短い場合、例えば推進延長が50〜10
0mの範囲内であって、推進工事が2〜3週間で完了す
る場合には妥当である。Generally, the earth pressure applied to the propulsion pipe is considered to be the loose earth pressure of Telzergie in terms of geotechnical engineering. In particular, the excavator's cutting edge is made to have a diameter slightly larger than the outer diameter of the propulsion tube, so a gap between the hole dug by the excavator and the propulsion tube is called a tail void. Usually, a gap having a thickness of 1 to 3 cm is formed, and the ground loosens the ground immediately above the propulsion pipe , so that earth pressure is applied to the propulsion pipe. It has been assumed that this earth pressure can be calculated by the formula of Telzergie. However, Telzergie's formula only takes into account the first loose earth pressure, ie the first loose earth pressure. This is because if the propulsion extension is relatively short, e.g.
It is appropriate if the propulsion work is completed within 2 to 3 weeks within the range of 0 m.
【0009】ところが、現在では、推進延長が300〜
500mもの長い距離になり、また推進工事が行われる
期間も1〜2ケ月というような長期にわたることが多く
なっている。このような大掛かりな推進工事では、土圧
がテルツアーギーの計算式で算出される一次土圧だけで
なく、二次以後の土圧も加わる。この発明者は、このよ
うな大掛かりな推進工事までも対象に入れて推進工法を
検討した結果、一次の緩み土圧だけを考慮に入れていた
のでは充分でなく、緩み土圧の範囲をさらに拡大して二
次以後の土圧も考える必要があることを見出した。そし
て、最終的には全土圧に近い大きな土圧が、推進管に加
わることを考慮しなければならないことを見出した。However, at present, the propulsion extension is 300-
The distance is as long as 500 m, and the period during which the propulsion work is performed is often as long as one to two months. In such large-scale propulsion works, the earth pressure is determined only by the primary earth pressure calculated by the formula
Notwithstanding, the earth pressure after secondary is also added . The present inventor studied the propulsion method including such a large-scale propulsion work, and as a result, it was not enough to take only the primary loose earth pressure into consideration, and the range of the loose earth pressure was further increased. Expand two
We found that it is necessary to consider the earth pressure after the next . Finally, they found that it was necessary to consider that a large earth pressure close to the total earth pressure would be applied to the propulsion pipe.
【0010】さらに、この発明者は、地下約100mと
いうような深いところにある坑道の周囲を可屈枠支保工
によって支持しておくと、地盤の塑性流動速度が著しく
遅くなり、坑道が押し潰されないで維持できる期間が長
くなることにヒントを得て、テールボイドを塑性材料で
充填したところ、緩み土圧の拡大を防止できることを見
出した。この発明はこのような知見に基づき、テールボ
イドに塑性材料を充填して、推進管に加わる緩み土圧の
拡大を防止し、これによって推進抵抗の増加を抑止する
ことを骨子としている。Further, the inventor of the present invention has found that if the perimeter of a tunnel at a deep place such as about 100 m underground is supported by a buckling frame support, the plastic flow velocity of the ground becomes extremely slow, and the tunnel is crushed. Inspired by the fact that the period that can be maintained without being extended is inspired, it has been found that when the tail void is filled with a plastic material, loosening and expansion of earth pressure can be prevented. Based on such findings, the present invention is based on filling the tail void with a plastic material to prevent the loose earth pressure applied to the propulsion pipe from expanding, thereby suppressing an increase in propulsion resistance.
【0011】塑性材料は、坑内からテールボイドへ注入
しなければならない。それには、塑性材料に適度の粘性
を持たせ、圧送ポンプで注入できる形態にしなければな
らない。また、塑性材料はテールボイドに注入したあと
では、無害なものでなければならない。さらに、塑性材
料はテールボイド中でそのまま塑性を保って、数cmの
厚さでもずり抵抗を小さな値に保つものでなければなら
ない。さらに、塑性材料は地盤中に浸透し難いものでな
ければならない。このような要求のために、塑性材料と
しては粘土を主体とし、これに水を加えてクリーム状と
して、高い粘度を持ったものとして用いるのが適してい
ることをこの発明者は見出した。[0011] The plastic material must be injected from the underground to Teruboido. It requires a moderate viscosity for plastic materials
And must be in a form that can be injected by a pressure pump . Also, the plastic material must be harmless after being injected into the tail void. Furthermore, the plastic material keeps its plasticity in the tail void ,
Shear resistance must be kept small even in thickness . Furthermore, plastic materials are difficult to penetrate into the ground.
I have to. Due to such demands, the present inventors have found that it is suitable to use a plastic material mainly composed of clay, to which water is added to form a cream, which has a high viscosity.
【0012】他方、推進管は、塑性材料がこれに接触し
ても塑性材料を変質させるものであってはならない。云
いかえると、塑性材料が推進管に長期にわたり接触して
も、初めの塑性をそのまま保持するように推進管を構成
しなければならない。鉄管は吸水性に乏しいので、これ
をそのまま推進管として用いることができる。ところ
が、コンクリート管の中には吸水性の大きいものもあっ
て、塑性材料中の水分を吸収して塑性材料を固化させる
ことになるので、例えば外面に吸水防止剤を塗布するな
どの処理をして、吸水性を低下させておく必要がある。
この発明は、以上のような知見に基づいて完成されたも
のである。On the other hand, the propulsion tube must not alter the plastic material even if the plastic material comes into contact with it. In other words, the propulsion tube must be configured so that the original plasticity is maintained even when the plastic material comes into contact with the propulsion tube for a long time. Since the iron pipe has poor water absorption, it can be used as a propulsion pipe as it is. However, some concrete pipes have high water absorption, which absorbs the moisture in the plastic material and solidifies the plastic material. Therefore, it is necessary to reduce the water absorption.
The present invention has been completed based on the above findings.
【0013】 この発明は、推進工法において、低吸水
性の推進管を用い、粘土と水とを主成分とした塑性材料
を、推進管と地盤との間に設けた隙間内に充填し、隙間
内で塑性材料に初めの塑性を保持させて、塑性材料内で
ズリ変形を起こさせることを特徴とする、推進抵抗の増
加を抑止する方法を要旨とするものである。According to the present invention, in a propulsion method, a plastic material containing clay and water as main components is used by using a low water-absorbing propulsion pipe.
Into the gap provided between the propulsion pipe and the ground ,
Within the plastic material, the plastic material retains its initial plasticity
The gist of the present invention is to provide a method for suppressing an increase in propulsion resistance, which is characterized by causing shear deformation .
【0014】この発明では推進管として低吸水性のもの
を用いる。ダクタイル管、鋼管などの金属管や、硬質塩
化ビニル管、ポリエステル管などの合成樹脂管が推進管
として用いられることがあるが、これらの管はもともと
低吸水性のものであるから、この発明ではこれをそのま
ま推進管として用いることができる。問題なのはコンク
リート管である。コンクリート管は前述のように吸水性
の大きいものであるから、この発明で用いる場合には低
吸水性のものにしておく必要がある。低吸水性のものに
するには、コンクリート管の外面に防水塗料を塗布した
り、疎水性のフィルムを接着したり、コンクリート材料
そのものに防水剤を加えておく等の方法を採ることがで
きる。In the present invention, a low water-absorbing propulsion tube is used. Metal pipes such as ductile pipes and steel pipes, and synthetic resin pipes such as hard vinyl chloride pipes and polyester pipes are sometimes used as propulsion pipes. This can be used as it is as a propulsion pipe. The problem is concrete pipes. As described above, concrete pipes have high water absorbency, and therefore, when used in the present invention, they need to be low water absorbency. In order to reduce the water absorption, a method of applying a waterproof coating on the outer surface of the concrete pipe, bonding a hydrophobic film, or adding a waterproofing agent to the concrete material itself can be adopted.
【0015】防水塗料としては、エポキシ樹脂、ポリエ
チレン、ポリ塩化ビニル、シリコン樹脂などを有機溶剤
に溶解した溶液や、上記樹脂を水性エマルジョンにした
ものを用いることができる。これらのものは、コンクリ
ート管の外面に塗布し、乾燥することによってコンクリ
ート管を低吸水性にすることができる。As the waterproof paint, a solution in which an epoxy resin, polyethylene, polyvinyl chloride, silicon resin, or the like is dissolved in an organic solvent, or an aqueous emulsion of the above resin can be used. These can be applied to the outer surface of the concrete pipe and dried to make the concrete pipe low in water absorption.
【0016】疎水性のフィルムを接着するには、ポリエ
チレン、ポリ塩化ビニル等の熱可塑性樹脂をフィルム又
はチューブ状に予め成形しておき、このフィルムをコン
クリート管の外面に接着したり、コンクリート管をチュ
ーブで包んだりする。チューブを用いるときには、コン
クリート管をチューブで包囲したのち、チューブとコン
クリート管との間に存在する空気を真空吸引して、コン
クリート管にチューブを密着させることができる。ま
た、チューブを用いるときには、チューブに加熱収縮性
を持たせておき、チューブでコンクリート管を包囲した
のち、チューブを加熱収縮させてチューブをコンクリー
ト管に密接させることもできる。In order to adhere a hydrophobic film, a thermoplastic resin such as polyethylene or polyvinyl chloride is formed into a film or tube in advance, and this film is adhered to the outer surface of a concrete tube or a concrete tube is adhered. Wrap it in a tube. When a tube is used, after the concrete tube is surrounded by the tube, the air existing between the tube and the concrete tube can be suctioned under vacuum to bring the tube into close contact with the concrete tube. When a tube is used, the tube may be provided with heat shrinkability, and after surrounding the concrete tube with the tube, the tube may be heated and shrunk to bring the tube into close contact with the concrete tube.
【0017】こうして低吸水性にしたコンクリート管
は、表面が水を通さなくなったり水を弾いたりするよう
になっており、従って塑性材料がコンクリート管の周り
で永く塑性を維持することができる。The concrete pipe thus made low in water absorption has a surface impervious to water or repels water, so that the plastic material can maintain plasticity around the concrete pipe for a long time.
【0018】 この発明は、テールボイドに塑性材料を
充填し、塑性材料のズリ変形によって推進を容易にする
ことを最大の特徴としている。塑性材料は粘土を主成分
として、これに水を加えたものである。塑性材料とは、
クリーム状、グリース状の高粘度のもので、外力を加え
れば変形するが、外力を加えなければそのままの形状を
保持するものを指している。その状態は半固体であるか
ら、これを注入するには大きな圧力を加える必要があ
る。塑性材料は粘土と水のほかに、懸濁安定剤を加えて
塑性を安定化することができる。懸濁安定剤としてはナ
トリウムカルボキシメチルセルロース、ポリビニルアル
コール(ポバール)などを用いる。 The most important feature of the present invention is that the tail void is filled with a plastic material to facilitate propulsion by shear deformation of the plastic material. The plastic material is made of clay as a main component and water added thereto. The plastic material,
It is a creamy or grease-like high-viscosity material that deforms when external force is applied, but retains its shape without external force. Since the state is semi-solid, large pressure must be applied to inject it. Plastic materials can be stabilized by adding a suspension stabilizer in addition to clay and water. As the suspension stabilizer, sodium carboxymethylcellulose, polyvinyl alcohol (Poval) or the like is used .
【0019】塑性材料は、地盤の性質によって多少粘性
を変化させることが好ましい。地盤がN値の小さいも
の、云いかえると自立性が低くて崩れ易いものである場
合や、透水係数の大きいものである場合には、それに比
例して塑性材料の粘度を大きくする。しかし、塑性材料
の大まかな粘度は、国際単位で8000〜30000m
pa・s(ミリパスカル秒)の範囲内にあるようにす
る。因みに、推進工法でこれまで用いられて来た滑剤の
粘度は、狭い摩擦面に浸透しなければならないので、0
〜3000mpa・sの範囲内の流体である。It is preferable that the viscosity of the plastic material is slightly changed depending on the properties of the ground. When the ground has a small N value, in other words, when the ground has low self-sustainability and easily collapses, or when the ground has a high water permeability, the viscosity of the plastic material is increased in proportion thereto. However, the approximate viscosity of plastic materials is 8,000 to 30,000 m in international units.
pa · s (millipascal second). By the way, the viscosity of the lubricant used so far in the propulsion method has to penetrate into a narrow friction surface.
It is a fluid within the range of 33000 mpa · s.
【0020】塑性材料中の主成分たる粘土としては、笠
岡粘土、木節粘土、カオリン粘土、ガイロメ粘土等を用
いることができる。これらの粘土は粒径が5μm以下の
微細な粒子であり、大きな吸水性を持っている。これに
水を加えると高い粘度のものとなるが、さらに水を加え
て行くと、水の量が増すに従って粘度が低下する。この
発明では、水を加えたときの粘度が、前述のように80
00〜30000mpa・sの状態のときにこれを塑性
材料として用いる。As the main component clay in the plastic material, Kasaoka clay, Kibushi clay, kaolin clay, Gairome clay and the like can be used. These clays are fine particles having a particle size of 5 μm or less and have large water absorption. When water is added thereto, the viscosity becomes high, but when water is further added, the viscosity decreases as the amount of water increases. In the present invention, the viscosity when water is added is 80 as described above.
This is used as a plastic material in the state of 00 to 30000 mpa · s.
【0021】この発明は、塑性材料をテールボイドへ注
入するにあたり、その注入圧力を測定して、その圧力が
算出される緩み土圧に拮抗するようにする。塑性材料
は、一次の緩み土圧が発生したあとで注入したのでは、
効果が激減するので、テールボイドが生じるとすぐにこ
れを注入することとする。そのために、塑性材料の注入
口をできるだけ前方に位置させることとし、できれば注
入口を掘削機の外周に設けることとするが、それができ
なければ、推進管のできるだけ掘削機寄りのところに注
入口を設けることとする。推進管に注入口を設ける場合
には、従来コンクリート管等に設けられて来た小孔を注
入口に利用することができる。According to the present invention, when the plastic material is injected into the tail void, the injection pressure is measured so that the pressure is opposed to the calculated loose earth pressure. If the plastic material was injected after the first loose earth pressure occurred,
Since the effect is drastically reduced, the tail void is injected as soon as it occurs. For this purpose, the injection port of the plastic material should be located as far forward as possible, and if possible, the injection port should be provided on the outer periphery of the excavator. Shall be provided. When the injection port is provided in the propulsion pipe, a small hole conventionally provided in a concrete pipe or the like can be used as the injection port.
【0022】この発明では、塑性材料がテールボイドを
隙間なく充填するように、塑性材料を注入する。塑性材
料が隙間なく充填されると、注入圧力が急激に上昇する
ので、注入圧力の観測によって隙間なく充填されたこと
を知ることができる。推進工事中は、絶えず塑性材料の
注入を行い、注入する塑性材料の量は作られるテールボ
イドを満たしてなお余りあるようにする。According to the present invention, the plastic material is injected such that the plastic material fills the tail void without any gap. When the plastic material is filled without gaps, the injection pressure rises sharply, so that it can be known from the observation of the injection pressure that the plastic material has been filled without gaps. During the propulsion work, the injection of the plastic material is continually performed, and the amount of the injected plastic material is sufficient to fill the tail void to be formed.
【0023】この発明では、前方の注入口から塑性材料
をテールボイドへ注入したのち、この注入口から僅かに
離れた位置にある後続の推進管の小孔からテールボイド
へ塑性材料を注入して空隙の有無を調査する。例えば前
方の注入口から10〜20m位離れたところにある推進
管の小孔から塑性材料を注入し、僅かな注入圧力で塑性
材料を注入することができれば、それは推進管の外周に
空隙が残っている証拠である。そこで、その小孔からさ
らに塑性材料を注入し、注入圧力が推進管の外周に加え
られている土圧に拮抗するまで圧入を継続する。これは
テールボイドを隈なく塑性材料で充填するために必要な
ことである。According to the present invention, after the plastic material is injected into the tail void from the front injection port, the plastic material is injected into the tail void from the small hole of the subsequent propulsion pipe slightly distant from the injection port to form the gap. Investigate the presence or absence. For example, if the plastic material can be injected through a small hole in the propulsion pipe at a distance of about 10 to 20 m from the front injection port, and the plastic material can be injected with a small injection pressure, it will leave a void around the outer circumference of the propulsion pipe. It is proof that there is. Therefore, a plastic material is further injected from the small hole, and the press-in is continued until the injection pressure antagonizes the earth pressure applied to the outer periphery of the propulsion pipe. This is necessary to completely fill the tail void with a plastic material.
【0024】この発明では、推進を行っている間、上述
のようにして絶えずテールボイドへ塑性材料を注入し続
ける。こうして推進管が恰も塑性材料の中に浮かんでい
る状態に維持して推進を行う。このために推進抵抗が減
少し、従って推進が容易となる。In the present invention, during propulsion, the plastic material is continuously injected into the tail void as described above. Thus, the propulsion is performed while maintaining the state in which the propulsion pipe is floating in the plastic material. This reduces propulsion resistance and therefore facilitates propulsion.
【0025】[0025]
【発明の効果】この発明によれば、推進工法における推
進管と地盤との間に設けた隙間内に塑性材料を充填する
ので、緩み土圧の発生が抑制され、従って推進工事の期
間中土圧の増大が少なく、そのために長期間にわたって
安全且つ確実にしかも長い距離を推進することができ
る。また、塑性材料は粘土と水とを主成分としたもので
あるから、入手容易であって公害の発生もなく、従って
安価である。推進管としては低吸水性のものを使用する
から、推進管からテールボイドへ注入した塑性材料は推
進管によって水分を吸収されることもなく、従って永く
塑性を保つことになる。その結果、推進管は推進工事中
に塑性材料中に浮かんだような状態となっているので、
推進抵抗は主として塑性材料のズリ抵抗となり、推進速
度が通常0.0005cm/秒という程度の小さいもの
であるから、ズリ抵抗は極めて小さな値となる。従っ
て、この発明方法によれば推進抵抗の増加を確実に抑止
することができる。その結果、長い距離にわたって長期
間推進工事を容易に行うことができる。さらに、この発
明方法は、テールボイドを粘性の高い(即ち含水率の小
さい)塑性材料で充填するので、推進完了後の地表沈下
を生じないという効果をももたらす。この発明は、この
ような利益を与えるものである。According to the present invention, since the plastic material is filled in the gap provided between the propulsion pipe and the ground in the propulsion method, the generation of loose earth pressure is suppressed, and thus the soil during the propulsion work is suppressed. Low pressure build-up, and therefore over a long period of time
A long distance can be propelled safely and reliably . In addition, since the plastic material is mainly composed of clay and water, it is easily available, does not cause pollution, and is inexpensive. Since a low water-absorbing material is used as the propulsion tube, the plastic material injected from the propulsion tube into the tail void does not absorb moisture by the propulsion tube, and therefore maintains plasticity for a long time. As a result, the propulsion pipe is in a state of floating in the plastic material during the propulsion work,
The thrust resistance is mainly shear resistance of the plastic material, and the thrust speed is usually as small as 0.0005 cm / sec. Therefore, according to the method of the present invention, an increase in propulsion resistance can be reliably suppressed. As a result, long-term propulsion work can be easily performed over a long distance. In addition,
The bright method uses a tail void that is highly viscous (ie, has a low moisture content).
Ground) Subsidence after completion of propulsion because of filling with plastic material
Is also produced. The present invention provides such benefits.
Claims (4)
用い、粘土と水とを主成分とした塑性材料を、推進管と
地盤との間に設けた隙間内に充填し、隙間内で塑性材料
に初めの塑性を保持させて、塑性材料内でズリ変形を起
こさせることを特徴とする、推進抵抗の増加を抑止する
方法。In a propulsion method, a plastic material mainly composed of clay and water is filled into a gap provided between the propulsion pipe and the ground using a low water-absorbing propulsion pipe. Plastic material
To maintain the initial plasticity, causing shear deformation in the plastic material.
And characterized in that strained, a method of suppressing an increase in propulsion resistance.
管又は吸水防止処理を施したコンクリート管であること
を特徴とする、請求項1に記載の推進抵抗の増加を抑止
する方法。 2. The low water-absorbing propulsion pipe is a metal pipe or a synthetic resin.
Pipes or concrete pipes that have been treated to prevent water absorption
The increase in propulsion resistance according to claim 1, which is characterized in that:
how to.
る圧力を持つようにすることを特徴とする、請求項1又
は2に記載の推進抵抗の増加を抑止する方法。 3. The filled plastic material loosens and antagonizes earth pressure.
Wherein the pressure is constant.
Is a method for suppressing an increase in propulsion resistance according to 2.
後方にある推進管の小孔からさらに塑性材料を注入し、
注入圧力が緩み土圧に拮抗するまで注入を継続すること
を特徴とする、請求項3に記載の推進抵抗の増加を抑止
する方法。 4. After the plastic material is injected, the injection port
Inject more plastic material from the small hole of the propulsion pipe at the back,
Continue the injection until the injection pressure loosens and antagonizes the earth pressure
4. An increase in propulsion resistance according to claim 3, characterized in that:
how to.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7021224A JP2856348B2 (en) | 1995-01-13 | 1995-01-13 | How to suppress the increase in propulsion resistance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7021224A JP2856348B2 (en) | 1995-01-13 | 1995-01-13 | How to suppress the increase in propulsion resistance |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08193493A JPH08193493A (en) | 1996-07-30 |
| JP2856348B2 true JP2856348B2 (en) | 1999-02-10 |
Family
ID=12049056
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7021224A Expired - Fee Related JP2856348B2 (en) | 1995-01-13 | 1995-01-13 | How to suppress the increase in propulsion resistance |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2856348B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007009566A (en) * | 2005-06-30 | 2007-01-18 | Ohbayashi Corp | Propulsion construction method for small soil cover section |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04185896A (en) * | 1990-11-19 | 1992-07-02 | Takikawa Kogyo Kk | Driving and burying method for pipe |
-
1995
- 1995-01-13 JP JP7021224A patent/JP2856348B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08193493A (en) | 1996-07-30 |
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