JPS61275383A - Method of improving thermal conductivity of soil - Google Patents

Method of improving thermal conductivity of soil

Info

Publication number
JPS61275383A
JPS61275383A JP11628685A JP11628685A JPS61275383A JP S61275383 A JPS61275383 A JP S61275383A JP 11628685 A JP11628685 A JP 11628685A JP 11628685 A JP11628685 A JP 11628685A JP S61275383 A JPS61275383 A JP S61275383A
Authority
JP
Japan
Prior art keywords
soil
thermal conductivity
frozen
thermally conductive
pipe
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.)
Pending
Application number
JP11628685A
Other languages
Japanese (ja)
Inventor
Kazutoshi Inoue
井上 一敏
Yoshihiko Oka
岡 義彦
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co Ltd
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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP11628685A priority Critical patent/JPS61275383A/en
Publication of JPS61275383A publication Critical patent/JPS61275383A/en
Pending 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
    • E21D9/001Improving soil or rock, e.g. by freezing; Injections

Abstract

PURPOSE:To enable feeding of a large amount of thermal energy into soil in a short period of time, by injecting a thermally conductive substance having a high thermal conductivity into a predetermined soil. CONSTITUTION:An injecting pipe 5 is inserted into a predetermined soil 1. A fluid contg. a powdery, thermally conductive substance (e.g.; Al) 4 having a high thermal conductivity is injected into the soil 1 through a pump 7 to disperse a larger amount of the thermally conductive substance throughout pores of the soil 1, thereby forming soil 3 having excellent thermal conductivity.

Description

【発明の詳細な説明】 (1)産業上の利用分野 この発明は、土木工事の凍結工法における土壌の凍結、
或は凍結している路面の解凍、或は路面上の雪の融雪を
高能率で処理する方法に関する。(2)従来の技術 従来、地下水、海水等を多量に含む軟弱土壌にトンネル
工事或は建造物の基礎コンクリート造成をする場合、掘
削した穴に地下水、海水が流入しないように所定の土壌
を凍結してから工事を行なっていた。
DETAILED DESCRIPTION OF THE INVENTION (1) Industrial field of application This invention is directed to the freezing of soil in the freezing method of civil engineering work.
The present invention also relates to a highly efficient method for thawing frozen road surfaces or melting snow on road surfaces. (2) Conventional technology Conventionally, when constructing a tunnel or constructing a concrete foundation for a building in soft soil that contains large amounts of groundwater, seawater, etc., a certain amount of soil is frozen to prevent groundwater or seawater from flowing into the excavated hole. After that, construction work was carried out.

凍結工法の場合、トンネル工事における掘進作業を行な
う処理土壌に凍結パイプを挿入し、その凍結パイプ内に
冷媒、冷却材を給送循環する事により処理土壌の冷却を
行なっていた。
In the case of the freezing method, a frozen pipe is inserted into the treated soil that is being excavated in tunnel construction, and the treated soil is cooled by supplying and circulating a refrigerant or coolant through the frozen pipe.

又、路面上に降雪してる雪を融雪するために、或は路面
の凍結を解凍するために、路面下の地中に高温パイプを
配設し、そのパイプ内に工場からの排湯、温泉湯等を供
給することにより土壌を加熱していた。
In addition, in order to melt the snow falling on the road surface or thaw the frozen road surface, high-temperature pipes are installed underground under the road surface, and hot water from factories and hot springs are connected to the pipes. The soil was heated by supplying hot water, etc.

道路の凍結路面を解凍する場合、車輌等の重を物の影響
を受けないように高温パイプを道路の地中深く埋設して
いた。
When thawing frozen roads, high-temperature pipes were buried deep underground to prevent the weight of vehicles from being affected by objects.

(3)発明が解決しようとする問題点 土壌は金属と比較し熱伝導率が低いため、LNG等の極
低温の冷却材を使用し、処理土壌を冷却しても土壌が凍
結されるまでには長時間必要であり、さらに凍結パイプ
の周辺の凍結処理土壌の範囲が比較的狭かった。
(3) Problems to be solved by the invention Since soil has a lower thermal conductivity than metals, even if treated soil is cooled using a cryogenic coolant such as LNG, it will take a long time before the soil freezes. The process required a long time, and the area of frozen treated soil around the frozen pipe was relatively small.

同様に、路面下の高温パイプと路面とが離れているため
、或は土壌の熱伝導率が低いため、凍結路面を解凍する
には高温でしかも多量の熱源を必要とし、時間もかかっ
ていた。
Similarly, because the high-temperature pipes under the road surface are far from the road surface, or because the soil has low thermal conductivity, thawing frozen road surfaces requires a high temperature and large amount of heat source, which takes time. .

又、さほど高温でない熱源を高温パイプ内へ供給する場
合は、熱量を確保するために路面下の高温パイプ埋設本
数を増加しなくてはならなかった。
Furthermore, when a heat source of not very high temperature is supplied into the high-temperature pipe, the number of high-temperature pipes buried under the road surface must be increased in order to secure the amount of heat.

本発明はこれらの欠点を解消して効率良く凍結酸は解凍
する土壌の熱伝導率改良法を提供することを目的とする
The object of the present invention is to eliminate these drawbacks and provide a method for efficiently improving the thermal conductivity of soil that is thawed using frozen acid.

(4)問題点を解決するための手段 本発明はこの目的を達成するために凍結処理、解凍処理
を行なう所定の土壌に、熱伝導率の高い高熱伝導物質を
注入、混合し土壌の熱伝導率を高めたものである。
(4) Means for Solving the Problems In order to achieve this objective, the present invention injects and mixes a highly thermally conductive material with high thermal conductivity into predetermined soil to be subjected to freezing and thawing processes to conduct thermal conduction of the soil. This is a higher rate.

(5)作用 土壌の内に熱伝導率の高い高熱伝導物質が注入、混合さ
れているため、熱源のパイプからの熱エネルギーを迅速
に且つ効率良く所定範囲に伝導でき凍結、解凍等の処理
ができる。
(5) Functional Because a highly thermally conductive material with high thermal conductivity is injected and mixed into the soil, thermal energy from the heat source pipe can be quickly and efficiently conducted to the specified range, and processing such as freezing and thawing can be carried out. can.

(6)実施例 本発明を図面で説明すれば、第1図は凍結工法でトンネ
ル工事をする際に本発明を利用した実施例である。
(6) Embodiment To explain the present invention using drawings, FIG. 1 shows an embodiment in which the present invention is used when constructing a tunnel using the freezing method.

(1)は土壌、(2)はトンネル、(3)はトンネル工
事のため凍結パイプ(6)で凍結させる凍結処理土壌を
示す。(4)は凍結処理土壌(3)の空隙に注入パイプ
(5)で注入された高熱伝導物質である凍結工法により
土壌(1)を掘進してからトンネル工事をする場合、こ
れから凍結する所定位置に注入パイプ(5)を挿入する
。ポンプ(7)から注入パイプ(5)を通じて送られて
くる空気等の流体に熱伝導率の高い粉末状の高熱伝導物
質(4)を添加し、その流体の移送エルネギ−を利用す
ることにより高熱伝導物質(4)を土壌(1)へ注入す
る。高熱伝導物質(4)はアルミニウム、鉄、銅等の粉
末で、それぞれの単独使用或は混合使用でも可能である
。そして注入パイプ(5)からの注入により、土壌(1
)の空隙に粉末を多量に分散させ、普通の土より熱伝導
率の極めて良好な凍結処理土壌(3)が生まれる。それ
は、あたかも内部に空隙を有する焼結合金のように、個
々の粉末が連結する状態に分布されている。この状態の
凍結処理土壌(3)に凍結バイブ(6)を挿入し、その
凍結バイブ(6)内にLPG等の冷却材を給送循環させ
るが、ヒートパイプを利用しても効果は同じである。
(1) shows soil, (2) shows a tunnel, and (3) shows frozen treated soil that is frozen using a freezing pipe (6) for tunnel construction. (4) is a highly thermally conductive material injected into the voids of the frozen treated soil (3) using the injection pipe (5). When excavating the soil (1) using the freezing method and then excavating the tunnel, the predetermined position that will be frozen from now on is Insert the injection pipe (5) into the By adding a powdered high heat conductive substance (4) with high thermal conductivity to the fluid such as air sent from the pump (7) through the injection pipe (5), and utilizing the transfer energy of the fluid, high heat can be generated. A conductive material (4) is injected into the soil (1). The highly thermally conductive material (4) is powder of aluminum, iron, copper, etc., and each can be used alone or in a mixture. Then, by injection from the injection pipe (5), the soil (1
) A large amount of powder is dispersed in the voids of the frozen soil (3), which has a much better thermal conductivity than ordinary soil. It is distributed in such a way that the individual powders are interconnected, just like a sintered alloy with internal voids. A freezing vibrator (6) is inserted into the frozen treated soil (3) in this state, and a coolant such as LPG is supplied and circulated within the freezing vibrator (6), but the effect is the same even if a heat pipe is used. be.

それにより、高熱伝導物質(4)とほぼ同一伝導率で低
温エネルギーが伝わり凍結処理土壌(3)内に含まれる
水分が凍結バイブ(6)の周囲から凍結を始める。そし
て、凍結処理土壌(3)の全域へ広がることにより、凍
結処理土壌(3)周囲の水分を多く含んでる土壌(1)
とに氷の壁ができる。このため周囲の水分が工事中のト
ンネル内に流れ込まない。
As a result, low-temperature energy is transmitted with almost the same conductivity as the high thermal conductivity material (4), and the water contained in the frozen soil (3) starts freezing from around the freezing vibrator (6). Then, by spreading to the entire area of the frozen treated soil (3), the frozen treated soil (3) and the surrounding soil (1) containing a lot of moisture
A wall of ice forms. This prevents surrounding moisture from flowing into the tunnel under construction.

第2図は、道路(11)の路面に凍結している氷を解凍
、或は雪を融雪する際に本発明を利用した実施例である
。(16)は道路(11)の路面(12)下に埋設した
高温パイプを示し、高温パイプ(16)からの熱エネル
ギーを路面(12)へ伝導する加熱処理土壌(13)に
は高熱伝導物質(14)が均一に混合されてる、  道
路(11)の所定位置に配設のヒートパイプ等の高温パ
イプ(16)を、アルミニウム、鉄、銅等の高熱伝導物
質(14)を含む熱伝導率の高い土で埋設する。その際
、車輌等の重量物が通過しても高温パイプ(16)に支
障がないように土を積層し、該高温パイプ(16)上に
加熱処理土壌(13)層を打設する。 高熱伝導物質(
14)は前述の凍結工法で説明したと同じ状態で加熱処
理土壌(13)内に分布されているから、高温パイプ(
16)内に温泉湯或は工場の高温排湯等を流すことによ
りその熱エネルギーが加熱処理土壌(13)を介して路
面(12)へ伝導され、路面凍結の解凍或は路面(12
)上の雪を融雪する。 (7)発明の効果 凍結工法に本発明を実施した場合、凍結処理土壌の熱伝
導率が含有されている金属粉末とほぼ同じであるため、
迅速にしかも短時間で多量の熱エネルギーを供給でき、
それにより土壌の凍結処理範囲もより広域にできる。
FIG. 2 shows an embodiment in which the present invention is used to thaw ice or melt snow on the road surface (11). (16) shows a high-temperature pipe buried under the road surface (12) of the road (11), and the heat-treated soil (13) that conducts the thermal energy from the high-temperature pipe (16) to the road surface (12) is made of a highly thermally conductive material. A high-temperature pipe (16) such as a heat pipe installed at a predetermined position on the road (11), in which (14) is uniformly mixed, is a thermally conductive material containing a high thermal conductivity material (14) such as aluminum, iron, copper, etc. Bury in high soil. At that time, soil is layered so that the high-temperature pipe (16) will not be affected even if a heavy object such as a vehicle passes through it, and a layer of heat-treated soil (13) is placed on the high-temperature pipe (16). High thermal conductivity material (
14) is distributed in the heat-treated soil (13) in the same state as explained in the above-mentioned freezing method, so the high-temperature pipe (
By flowing hot spring water or high-temperature waste water from a factory into the soil (16), the thermal energy is conducted to the road surface (12) through the heat-treated soil (13), thawing the frozen road surface or thawing the road surface (12).
) Melt the snow on top. (7) Effects of the invention When the present invention is applied to the freezing method, the thermal conductivity of the frozen soil is almost the same as that of the metal powder it contains;
It can supply a large amount of thermal energy quickly and in a short period of time.
This allows the soil to be frozen over a wider area.

又、道路の路面加熱に本発明を実施した場合、加熱処理
土壌の熱電導率が高いので、迅速に凍結路面の解凍或は
路面上の雪を融雪でき、さらにヒートパイプ等の高温パ
イプを深く埋設できるので、高温パイプの安全性が一段
と強化される。さらに短時間で多量の熱エネルギーを供
給できるため、高温パイプの埋設本数を低減可能である
Furthermore, when the present invention is applied to road surface heating, since the heat-treated soil has high thermal conductivity, frozen road surfaces can be quickly thawed or snow on road surfaces can be melted, and high-temperature pipes such as heat pipes can be heated deeply. Since it can be buried, the safety of high-temperature pipes is further enhanced. Furthermore, since a large amount of thermal energy can be supplied in a short period of time, the number of buried high-temperature pipes can be reduced.

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

第1図は、本発明をトンネル工事に実施した場合の断面
図、第2図は路面加熱に実施した場合の断面図である。
FIG. 1 is a sectional view when the present invention is applied to tunnel construction, and FIG. 2 is a sectional view when the invention is applied to road surface heating.

Claims (1)

【特許請求の範囲】[Claims] 熱エネルギーを伝導する所定の土壌に、熱伝導率の高い
高熱伝導物質を注入、混合したことを特徴とする土壌の
熱伝導率改良法。
A method for improving the thermal conductivity of soil, which is characterized by injecting and mixing a highly thermally conductive substance with high thermal conductivity into a predetermined soil that conducts thermal energy.
JP11628685A 1985-05-29 1985-05-29 Method of improving thermal conductivity of soil Pending JPS61275383A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11628685A JPS61275383A (en) 1985-05-29 1985-05-29 Method of improving thermal conductivity of soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11628685A JPS61275383A (en) 1985-05-29 1985-05-29 Method of improving thermal conductivity of soil

Publications (1)

Publication Number Publication Date
JPS61275383A true JPS61275383A (en) 1986-12-05

Family

ID=14683293

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11628685A Pending JPS61275383A (en) 1985-05-29 1985-05-29 Method of improving thermal conductivity of soil

Country Status (1)

Country Link
JP (1) JPS61275383A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008069246A (en) * 2006-09-13 2008-03-27 Kajima Corp Material for freezing use, and ground freezing working method
EP3067471A1 (en) * 2015-03-12 2016-09-14 Alcatel Lucent Method for modifying thermal performance and a cooling system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008069246A (en) * 2006-09-13 2008-03-27 Kajima Corp Material for freezing use, and ground freezing working method
EP3067471A1 (en) * 2015-03-12 2016-09-14 Alcatel Lucent Method for modifying thermal performance and a cooling system

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