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JP2019060076A - Ground improvement method and covering material - Google Patents

Ground improvement method and covering material Download PDF

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JP2019060076A
JP2019060076A JP2017183108A JP2017183108A JP2019060076A JP 2019060076 A JP2019060076 A JP 2019060076A JP 2017183108 A JP2017183108 A JP 2017183108A JP 2017183108 A JP2017183108 A JP 2017183108A JP 2019060076 A JP2019060076 A JP 2019060076A
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refrigerant circulation
ground
circulation pipe
covering material
pipe
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JP6913583B2 (en
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良祐 辻
Ryosuke Tsuji
良祐 辻
吉田 輝
Teru Yoshida
輝 吉田
秀幸 照井
Hideyuki Terui
秀幸 照井
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Kajima Corp
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Abstract

【課題】短期間で施工可能であり、作業後の現状復旧が容易である地盤改良工法および被覆材を提供する。【解決手段】軟弱地盤である地盤1の表面15に、冷媒循環用配管7を水平方向に設置する。冷媒循環用配管7は、管軸方向に所定の間隔をおいて設置され、連結配管13により直列に連結される。次に、冷媒循環用配管7の冷媒循環路17に水平方向に凍結冷媒を循環させて凍結を開始し、所定の時間が経過した後、地盤1の表層部19に凍結範囲21が形成されていることを確認する。その後、冷媒循環用配管7の上面8および地盤1の表面15を被覆材23で被覆し、クレーン25を設置して沈下測定を行い、沈下量が基準値をクリアした場合は改良地盤の供用を開始する。作業が終了すると、供用を終了し、凍結範囲21を融解させ、被覆材23および冷媒循環用配管7を撤去して地盤1の表層部19を元の状態に戻す。【選択図】図2PROBLEM TO BE SOLVED: To provide a ground improvement method and a covering material which can be constructed in a short period of time and can easily restore the current state after work. SOLUTION: A refrigerant circulation pipe 7 is installed in a horizontal direction on a surface 15 of a ground 1 which is a soft ground. The refrigerant circulation pipes 7 are installed at predetermined intervals in the pipe axis direction, and are connected in series by the connecting pipe 13. Next, the frozen refrigerant is circulated horizontally in the refrigerant circulation path 17 of the refrigerant circulation pipe 7 to start freezing, and after a predetermined time has elapsed, the freezing range 21 is formed on the surface layer portion 19 of the ground 1. Make sure you are there. After that, the upper surface 8 of the refrigerant circulation pipe 7 and the surface 15 of the ground 1 are covered with the covering material 23, the crane 25 is installed to measure the subsidence, and if the subsidence amount clears the standard value, the improved ground is put into service. Start. When the work is completed, the service is terminated, the freezing range 21 is thawed, the covering material 23 and the refrigerant circulation pipe 7 are removed, and the surface layer portion 19 of the ground 1 is returned to the original state. [Selection diagram] Fig. 2

Description

本発明は、地盤改良工法および被覆材に関するものである。   The present invention relates to a ground improvement method and a covering material.

重機などの重量構造物を軟弱な粘性土の地盤上で用いる場合、地盤上に直接土砂や砕石を敷き均すと、軟弱土が土砂や砕石、重機等の重量を支持できないことがある。そのため、従来は、セメント等の固化材を軟弱土に添加して混合し、セメント改良土によって、地盤の表層部分を強化していた。   When heavy structures such as heavy machinery are used on soft clay soil, if soil or crushed stone is spread directly on the ground, the soft soil may not be able to support the weight of the soil, crushed stone, heavy machinery, etc. Therefore, conventionally, a solidifying material such as cement is added to soft soil and mixed, and the surface layer portion of the ground is reinforced by cement-modified soil.

地盤の表層を強化する方法として、他に、地盤上に敷設した面状部材上に袋体を格子状に敷設し、袋体に流動性固化材を充填して固化させて、地盤上に剛性補強体を形成する方法があった(例えば、特許文献1参照)。また、地盤に凍結管を鉛直方向に所定の深さまで打ち込んで凍土層を形成し、凍土層の上面に受板を敷設する方法もあった(例えば、特許文献2参照)。   As another method of strengthening the surface layer of the ground, the bag body is laid in a grid shape on a planar member laid on the ground, and the bag body is filled with the flowable solidifying material and solidified, and the rigidity on the ground There has been a method of forming a reinforcing body (see, for example, Patent Document 1). There is also a method of forming a frozen soil layer by driving a frozen pipe in a vertical direction to a predetermined depth to form a frozen soil layer and laying a backing plate on the upper surface of the frozen soil layer (see, for example, Patent Document 2).

特開2012−31596号公報JP 2012-31596 A 特公平7−882号公報Japanese Examined Patent 7-882

しかしながら、河川敷や借地などのエリアでセメント改良土を用いて地盤の表層部分を強化すると、強化部分の撤去が容易でなく、地盤の現状復旧が困難であった。また、撤去したセメント改良土は、産業廃棄物として処理する必要があった。一方、剛性補強体を形成する方法や、鉛直方向に凍結管を打ち込んで凍土層を形成する方法は、作業後の現状復旧が比較的容易であるため、河川敷や借地などへの適用に適しているが、施工に日数を要していた。   However, if the surface layer of the ground is reinforced using cement-modified soil in areas such as riverbeds and leased lands, removal of the reinforced part is not easy, and restoration of the current state of the ground is difficult. In addition, the removed cement-modified soil had to be treated as industrial waste. On the other hand, the method of forming a rigid reinforcement and the method of forming a frozen soil layer by driving a frozen pipe in the vertical direction are relatively easy to restore the present condition after work, so they are suitable for application to riverbeds and leased land However, it took days for construction.

本発明は、前述した問題点に鑑みてなされたものであり、その目的とすることは、短期間で施工可能であり、作業後の現状復旧が容易である地盤改良工法および被覆材を提供することである。   The present invention has been made in view of the above-mentioned problems, and its object is to provide a ground improvement method and a covering material which can be constructed in a short period of time and which can easily be restored after the operation. It is.

前述した目的を達成するための第1の発明は、地盤の表面付近に、冷媒循環用配管を水平方向に設置する工程aと、前記冷媒循環用配管に凍結冷媒を循環させて前記地盤の表層部の凍結範囲を凍結させる工程bと、を具備することを特徴とする地盤改良工法である。   In the first invention for achieving the above-mentioned object, in the step a of installing the refrigerant circulation pipe in the horizontal direction near the surface of the ground, and circulating the frozen refrigerant in the refrigerant circulation pipe, the surface layer of the ground It is a ground improvement construction method characterized by including the process b of freezing the frozen range of a part.

地盤の表面付近に冷媒循環用配管を水平方向に設置して凍結冷媒を水平方向に循環させることにより、地盤の表層部を強化するための凍結範囲を短期間で形成することができる。また、凍結範囲の融解と冷媒循環用配管の撤去により、作業後に容易に現状復旧することができる。   By installing the refrigerant circulation pipe in the horizontal direction near the surface of the ground and circulating the frozen refrigerant in the horizontal direction, it is possible to form a freezing range for strengthening the surface layer portion of the ground in a short time. In addition, the present condition can be easily restored after work by the melting of the freezing range and the removal of the refrigerant circulation pipe.

第1の発明では、前記冷媒循環用配管の上面および前記地盤の表面を被覆する被覆材が配置されることが望ましい。
冷媒循環用配管の上面や地盤の表面に、被覆材として敷鉄板等の鋼製の部材を設ければ、被覆材の熱伝導効果により、冷媒循環用配管内の凍結冷媒の冷熱を効率よく地盤に伝達できる。また、被覆材として砕石や土砂を設ければ、被覆材の断熱効果により、凍結冷媒や地盤から冷熱が逃げにくくなる。
In the first aspect of the invention, it is preferable that a covering material that covers the upper surface of the refrigerant circulation pipe and the surface of the ground be disposed.
If a steel member such as a base plate is provided as a covering material on the upper surface of the refrigerant circulation pipe or on the surface of the ground, the heat conduction effect of the covering material efficiently cools the cold refrigerant in the refrigerant circulation pipe. Can be transmitted to Further, if crushed stone or earth and sand is provided as the covering material, the heat insulation effect of the covering material makes it difficult for cold heat to escape from the frozen refrigerant or the ground.

前記被覆材が板状またはブロック状であり、前記被覆材の所定の箇所に凹部または孔部が設けられ、前記冷媒循環用配管が前記凹部または孔部に脱着可能に配置されることにより、前記被覆材と前記冷媒循環用配管とが一体化されてもよい。
これにより、被覆材と冷媒循環用配管とを一体化した状態で地盤の表面付近に設置することができる。
The covering material is plate-like or block-like, and a recess or a hole is provided at a predetermined location of the covering material, and the refrigerant circulation pipe is detachably disposed in the recess or the hole. The covering material and the refrigerant circulation pipe may be integrated.
Thereby, it can install in the surface vicinity of the ground in the state which unified a covering material and piping for refrigerant circulation.

前記被覆材の少なくとも一部が水分を含ませた土砂であり、前記冷媒循環用配管に前記凍結冷媒を循環させて前記土砂を凍結させてもよい。
水分を含ませた土砂を下方からの冷熱によって上側が凸となるように凍結させれば、アーチ効果により、上方からの荷重に対して被覆材の支持力を高めることができる。
At least a part of the covering material may be earth and sand containing water, and the earth and sand may be frozen by circulating the frozen refrigerant through the refrigerant circulation pipe.
If the soil containing water is frozen so that the upper side becomes convex by cold heat from the lower side, the supporting effect of the covering material against the load from the upper side can be enhanced by the arch effect.

前記冷媒循環用配管は、冷媒循環路が設けられたアルミ押し出し成型品であることが望ましい。
アルミ押し出し成型品を用いれば、軽量で熱伝導性に優れた冷媒循環用配管を得ることができる。
It is desirable that the refrigerant circulation pipe be an aluminum extrusion molded article provided with a refrigerant circulation passage.
By using an aluminum extrusion, it is possible to obtain a light-weight and refrigerant conduction pipe excellent in thermal conductivity.

前記工程aでは、例えば、複数の前記冷媒循環用配管を、管軸方向と直交する方向に所定の間隔をおいて配置して直列に連結する。
直列に連結した複数の冷媒循環用配管に凍結冷媒を順に循環させることにより、凍結の進行方向を指定することができる。
In the step a, for example, the plurality of refrigerant circulation pipes are arranged in a direction perpendicular to the pipe axis direction at predetermined intervals and connected in series.
The circulation direction of the freezing can be specified by circulating the freezing refrigerant in order in the plurality of refrigerant circulation pipes connected in series.

または、前記工程aで、複数の前記冷媒循環用配管を、管軸方向と直交する方向に所定の間隔をおいて配置して並列に連結してもよい。
並列に連結した複数の冷媒循環用配管に凍結冷媒を同時に循環させることにより、凍結範囲の全体を短時間で均一に凍結させることができる。
Alternatively, in the step a, the plurality of refrigerant circulation pipes may be disposed in parallel at predetermined intervals in a direction orthogonal to the pipe axis direction and connected in parallel.
By simultaneously circulating the frozen refrigerant through a plurality of refrigerant circulation pipes connected in parallel, the entire freezing range can be uniformly frozen in a short time.

または、前記工程aで、複数の前記冷媒循環用配管を、管軸方向および管軸と直交する方向に所定の間隔をおいて配置してもよい。
管軸方向および管軸と直交する方向における冷媒循環用配管の設置間隔を適切に設定すれば、冷熱を有効に利用して凍結範囲を凍結させることができる。
Alternatively, in the step a, the plurality of refrigerant circulation pipes may be disposed at predetermined intervals in the pipe axial direction and the direction orthogonal to the pipe axis.
By appropriately setting the installation interval of the refrigerant circulation pipe in the pipe axial direction and the direction orthogonal to the pipe axis, it is possible to freeze the freezing range by effectively utilizing cold heat.

前記冷媒循環用配管の上側面に断熱層が形成されてもよい。
冷媒循環用配管の上側面に、地盤と対向する面である下側面よりも熱伝導性の低い断熱層を形成すれば、凍結冷媒の冷熱が上側へ逃げにくくなる。
A heat insulating layer may be formed on the upper side surface of the refrigerant circulation pipe.
If a heat insulating layer having lower thermal conductivity than the lower surface which is a surface facing the ground is formed on the upper surface of the refrigerant circulation pipe, the cold heat of the frozen refrigerant is unlikely to escape upward.

前記工程bの後、前記冷媒循環用配管に温熱を循環させて、前記凍結範囲の融解を促進させる工程cをさらに具備してもよい。
これにより、凍結範囲を短期間で融解させ、現状復旧に要する期間をさらに短縮することができる。
After the step b, a step c may be further included, wherein heat is circulated through the refrigerant circulation pipe to promote the melting of the freezing range.
As a result, the freezing range can be melted in a short time, and the time required to restore the current state can be further shortened.

前記工程bで、前記凍結範囲のうち中央から外れた部分に、中央よりも強度の高い凍結部を形成してもよい。
これにより、クレーン等の重機を凍結範囲上で使用する際に、重機による荷重がかかる部分の強度を高くすることができる。
In the step b, a frozen part higher in strength than the center may be formed in a part out of the center of the freezing range.
Thereby, when using heavy machines, such as a crane, on a freezing range, the intensity | strength of the part to which the load by heavy machines is applied can be made high.

第2の発明は、地盤の表層部を被覆する板状またはブロック状の被覆材であって、所定の箇所に凹部または孔部が設けられ、前記地盤の表面付近に水平方向に配置される冷媒循環用配管が前記凹部または孔部に脱着可能に配置されることにより、前記冷媒循環用配管と一体化されることを特徴とする被覆材である。   A second aspect of the invention is a plate-like or block-like covering material for covering the surface layer portion of the ground, wherein a recess or a hole is provided at a predetermined location, and the refrigerant is disposed in the horizontal direction near the surface of the ground. The covering material is characterized in that the circulation pipe is detachably disposed in the recess or the hole portion, thereby being integrated with the refrigerant circulation pipe.

第2の発明の被覆材を用いれば、一体化された被覆材と冷媒循環用配管とを地盤の表面付近に同時に設置したり、撤去したりできる。また、冷媒循環用配管を被覆材に脱着可能とすれば、取り外しての転用が可能である。   By using the coating material of the second invention, the integrated coating material and the refrigerant circulation pipe can be simultaneously installed or removed near the surface of the ground. In addition, if the refrigerant circulation pipe can be desorbed from the coating material, it can be removed and diverted.

本発明によれば、短期間で施工可能であり、作業後の現状復旧が容易である地盤改良工法および被覆材を提供することができる。   According to the present invention, it is possible to provide a ground improvement method and a covering material which can be constructed in a short period of time and which can easily be restored after the operation.

地盤改良工法のフローチャートを示す図Figure showing the flow chart of the ground improvement method 冷媒循環用配管7の設置方法等を示す図Diagram showing the installation method etc. of the refrigerant circulation pipe 7 複数の冷媒循環用配管7を並列に連結した例を示す図A diagram showing an example in which a plurality of refrigerant circulation pipes 7 are connected in parallel 冷媒循環用配管の他の配置例を示す図Diagram showing another arrangement example of refrigerant circulation piping 地盤改良工法のフローチャートを示す図Figure showing the flow chart of the ground improvement method 冷媒循環用配管7の設置方法等を示す図Diagram showing the installation method etc. of the refrigerant circulation pipe 7 孔部43を有する被覆材41を用いた例を示す図The figure which shows the example using the covering material 41 which has the hole 43 砕石や土砂を被覆材27として用いた例を示す図Figure showing an example using crushed stone and soil as covering material 27 中央から外れた部分に、中央よりも強度の高い凍結部を形成した例を示す図The figure which shows the example which formed the frozen part whose strength is stronger than the center in the part which deviated from the center 冷媒循環用配管を設置した地盤1の断面の例を示す図The figure which shows the example of the section of ground 1 which installed piping for refrigerant circulation

以下、図面に基づいて、本発明の第1の実施の形態について詳細に説明する。
図1は、地盤改良工法のフローチャートを示す図である。図2は、冷媒循環用配管7の設置方法等を示す図である。図2(a)および図2(b)は、冷媒循環用配管7の配置を示す図であり、図2(b)は、図2(a)に示す矢印C−Cによる断面図である。図2(c)は、冷媒循環用配管7の斜視図、図2(d)は、地盤1を凍結している状態を示す図、図2(e)は、凍結された地盤1を供用している状態を示す図である。
Hereinafter, a first embodiment of the present invention will be described in detail based on the drawings.
FIG. 1 is a diagram showing a flowchart of the ground improvement method. FIG. 2 is a view showing a method of installing the refrigerant circulation pipe 7 and the like. 2 (a) and 2 (b) are diagrams showing the arrangement of the refrigerant circulation pipe 7, and FIG. 2 (b) is a cross-sectional view taken along arrow CC shown in FIG. 2 (a). 2 (c) is a perspective view of the refrigerant circulation pipe 7, FIG. 2 (d) is a view showing a state in which the ground 1 is frozen, and FIG. 2 (e) is a diagram showing the frozen ground 1 in service. It is a figure which shows the state which is.

第1の実施の形態では、軟弱地盤におけるクレーンの足場の支持力対策として、地盤の表層を改良する。以下に、第1の実施の形態の地盤改良工法について、図1に示すフローチャートに沿って説明する。   In the first embodiment, the surface layer of the ground is improved as a measure for supporting the scaffold of the crane on a soft ground. Below, the ground improvement method of 1st Embodiment is demonstrated along the flowchart shown in FIG.

第1の実施の形態の地盤改良工法では、まず、冷媒循環用配管7の設置条件を検討する(S101)。そして、地盤1の表面15に冷媒循環用配管7を設置する(S102)。S102では、図2(a)および図2(b)に示すように、冷媒循環用配管7を、軟弱地盤である地盤1の凍結予定範囲3の表面15に、水平方向に設置する。冷媒循環用配管7は、管軸方向に所定の間隔をおいて、例えば1m間隔で配置される。凍結予定範囲3は、図2(e)に示すクレーン25を設置するために地盤1の強度を高める必要がある範囲である。凍結予定範囲3は、例えば、クレーン設置個所5の周囲に1mの余裕をもたせて設定される。   In the ground improvement method of the first embodiment, first, the installation conditions of the refrigerant circulation pipe 7 are examined (S101). Then, the refrigerant circulation pipe 7 is installed on the surface 15 of the ground 1 (S102). In S102, as shown in FIGS. 2 (a) and 2 (b), the refrigerant circulation pipe 7 is horizontally installed on the surface 15 of the planned freezing area 3 of the ground 1 which is a soft ground. The refrigerant circulation pipes 7 are arranged at predetermined intervals in the axial direction of the pipe, for example, at intervals of 1 m. The planned freezing range 3 is a range in which it is necessary to increase the strength of the ground 1 in order to install the crane 25 shown in FIG. 2 (e). The planned freezing area 3 is set, for example, with a margin of 1 m around the crane installation point 5.

冷媒循環用配管7は、連結配管13により直列に連結される。直列に連結された複数の冷媒循環用配管7の一方の端部には供給配管9が連結され、他方の端部には戻り配管11が連結される。供給配管9および戻り配管11は、図示しない冷媒循環機に連結される。   The refrigerant circulation pipe 7 is connected in series by the connection pipe 13. The supply pipe 9 is connected to one end of the plurality of refrigerant circulation pipes 7 connected in series, and the return pipe 11 is connected to the other end. The supply pipe 9 and the return pipe 11 are connected to a refrigerant circulator (not shown).

S102の後、冷媒循環用配管7に凍結冷媒を循環させて、凍結を開始する(S103)。図2(a)に示すように、凍結冷媒は、図示しない冷媒循環機から矢印A1に示すように供給配管9を介して冷媒循環用配管7に流入する。そして、直列に連結された複数の冷媒循環用配管7と連結配管13とを通り、矢印B1に示すように戻り配管11を介して図示しない冷媒循環機に戻る。   After S102, the frozen refrigerant is circulated through the refrigerant circulation pipe 7 to start freezing (S103). As shown to Fig.2 (a), a freezing refrigerant | coolant flows in into the piping 7 for refrigerant | coolant circulations via the supply piping 9 as shown to arrow A1 from the refrigerant | coolant circulator which is not shown in figure. Then, it passes through the plurality of refrigerant circulation pipes 7 and the connection pipe 13 connected in series, and returns to the refrigerant circulator (not shown) through the return pipe 11 as indicated by the arrow B1.

図2(c)に示すように、冷媒循環用配管7は、板状の部材であり、アルミ押し出し成型品である。冷媒循環用配管7は、内部に凍結冷媒の流路である複数の冷媒循環路17を有する。凍結冷媒は、地盤1の表面15に水平方向に設置された冷媒循環用配管7の冷媒循環路17内を、水平方向に循環する。   As shown in FIG. 2 (c), the refrigerant circulation pipe 7 is a plate-like member and is an aluminum extrusion. The refrigerant circulation pipe 7 internally includes a plurality of refrigerant circulation paths 17 which are flow paths of the frozen refrigerant. The frozen refrigerant circulates in the horizontal direction in the refrigerant circulation path 17 of the refrigerant circulation pipe 7 installed in the horizontal direction on the surface 15 of the ground 1.

S103で凍結冷媒の循環を開始してから所定の時間が経過した後、凍結を確認する(S104)。S104では、図2(d)に示すように、地盤1の表層部19に凍結範囲21が形成されていることを確認する。凍結を確認するタイミングは、既存の設計法により凍結完了時間を把握して決定することが望ましい。凍結の確認は、例えば、所定の間隔で配置された冷媒循環用配管7同士の間に温度計を設置して温度を測定する、メチレンブルーを用いた凍結深度計で凍結深度を測定する、供給配管9の入り口と戻り配管11の出口での凍結冷媒の温度差を測定する、落球探査により弾性係数を測定する、コーン貫入により強度を測定するなどの方法で行う。   After a predetermined time has elapsed since the circulation of the freezing refrigerant was started in S103, freezing is confirmed (S104). In S104, as shown in FIG. 2 (d), it is confirmed that the freezing range 21 is formed in the surface layer 19 of the ground 1. It is desirable to determine the freezing completion time by grasping the freezing completion time by the existing design method. For confirmation of freezing, for example, a thermometer is installed between the refrigerant circulation pipes 7 arranged at predetermined intervals to measure the temperature, the freezing depth is measured with a freezing depth meter using methylene blue, a supply piping The temperature difference between the frozen refrigerant at the inlet of the fuel cell 9 and the outlet of the return pipe 11 is measured, the elastic modulus is measured by falling ball survey, and the strength is measured by cone penetration.

S104で凍結を確認した後、被覆材23を敷設し(S105)、クレーン25を設置して沈下測定を行う(S106)。S105では、図2(e)に示すように、冷媒循環用配管7の上面8および地盤1の表面15を被覆材23で被覆する。被覆材23は、例えば敷鉄板である。S106では、図2(e)に示すように、S105で敷設した被覆材23上にクレーン25を設置して、凍結範囲21の沈下量を測定する。   After freezing is confirmed in S104, the covering material 23 is laid (S105), and the crane 25 is installed to perform settlement measurement (S106). In S105, as shown in FIG. 2E, the upper surface 8 of the refrigerant circulation pipe 7 and the surface 15 of the ground 1 are covered with a covering material 23. The covering material 23 is, for example, a floor plate. In S106, as shown in FIG. 2 (e), the crane 25 is installed on the covering material 23 laid in S105, and the amount of settlement of the freezing range 21 is measured.

S106で測定した沈下量が基準値をクリアしていない場合は、クレーン25を退避させ、供用を開始せずに凍結冷媒の循環を続行し、再度S106を行う。S106で測定した沈下量が基準値をクリアした場合は、図2(e)に示すように、凍結範囲21上にクレーン25を設置して供用を開始する(S107)。   If the amount of settlement measured in S106 does not clear the reference value, the crane 25 is retracted, the circulation of the frozen refrigerant is continued without starting the service, and S106 is performed again. If the amount of settlement measured in S106 clears the reference value, as shown in FIG. 2 (e), the crane 25 is installed on the freezing range 21 and service is started (S107).

作業が終了すると、クレーン25を退避させて供用を終了し(S108)、凍結範囲21を融解させる(S109)。S109では、凍結冷媒の循環を停止して凍結範囲21を融解させ、被覆材23および冷媒循環用配管7を撤去して地盤1の表層部19を元の状態に戻す。   When the work is completed, the crane 25 is retracted to end the service (S108), and the freezing range 21 is thawed (S109). In S109, the circulation of the freezing refrigerant is stopped to melt the freezing range 21, the covering material 23 and the refrigerant circulation pipe 7 are removed, and the surface layer 19 of the ground 1 is returned to the original state.

このように、第1の実施の形態では、地盤1の表面15付近に冷媒循環用配管7を水平方向に設置して凍結冷媒を水平方向に循環させることにより、地盤1の表層部19を強化するための凍結範囲21を短期間で形成することができ、地盤1のトラフィカビリティが向上し、重機等の転倒防止のための地耐力が確保できる。また、凍結範囲21の融解と冷媒循環用配管7および被覆材23の撤去により、作業後に地盤1を容易に現状復旧することができる。   Thus, in the first embodiment, the refrigerant circulation pipe 7 is installed horizontally in the vicinity of the surface 15 of the ground 1 to circulate the frozen refrigerant in the horizontal direction, thereby strengthening the surface portion 19 of the ground 1 The freezing range 21 to be formed can be formed in a short time, the trafficability of the ground 1 can be improved, and the ground resistance for preventing overturning of heavy machinery etc. can be secured. In addition, the melting of the freezing range 21 and the removal of the refrigerant circulation pipe 7 and the covering material 23 make it possible to easily restore the ground 1 after the operation.

第1の実施の形態では、軽量なアルミ押し出し成型品を用いるので、冷媒循環用配管7の現地への運搬や地盤1への設置が容易である。また、アルミ押し出し成型品の冷媒循環用配管7は熱伝導性に優れているため、供用中に凍結冷媒の冷熱を効率よく地盤1の表層部19に伝えることができる。   In the first embodiment, since a lightweight aluminum extrusion is used, transportation of the refrigerant circulation pipe 7 to the site and installation on the ground 1 are easy. Further, since the refrigerant circulation pipe 7 of the aluminum extrusion is excellent in thermal conductivity, the cold heat of the frozen refrigerant can be efficiently transmitted to the surface portion 19 of the ground 1 during the service.

第1の実施の形態では、図2(a)に示すように、複数の冷媒循環用配管7を直列に連結する。直列に連結した複数の冷媒循環用配管7に凍結冷媒を順に循環させれば、凍結範囲21における凍結の進行方向を指定することができる。そのため、直列での連結は、河岸の軟弱地盤を河岸に遠い側から凍結させる場合などに有用である。   In the first embodiment, as shown in FIG. 2A, a plurality of refrigerant circulation pipes 7 are connected in series. If the frozen refrigerant is sequentially circulated through the plurality of refrigerant circulation pipes 7 connected in series, it is possible to specify the advancing direction of freezing in the freezing range 21. Therefore, connection in series is useful, for example, when freezing the soft ground of a riverbank from the side far from the riverbank.

なお、第1の実施の形態では、複数の冷媒循環用配管7を、管軸方向に直交する方向に所定の間隔をおいて配置し、直列に連結したが、冷媒循環用配管の配置や連結方法は、第1の実施の形態で示したものに限らない。以下に示す例では、第1の実施の形態と異なる点について説明し、同様の点については図等で同じ符号を付すなどして説明を省略する。   In the first embodiment, the plurality of refrigerant circulation pipes 7 are disposed at predetermined intervals in the direction orthogonal to the pipe axis direction and connected in series, but the arrangement and connection of the refrigerant circulation pipes are described. The method is not limited to that shown in the first embodiment. In the example shown below, points different from the first embodiment will be described, and the same points will be denoted by the same reference numerals in the drawings and the like, and the description will be omitted.

図3は、複数の冷媒循環用配管7を並列に連結した例を示す図である。図3に示す例では、管軸方向と直交する方向に所定の間隔をおいて配置された複数の冷媒循環用配管7の一端が、供給配管31から枝分かれした枝管31aにそれぞれ連結される。また、他端が、戻り配管33から枝分かれした枝管33aにそれぞれ連結される。これにより、複数の冷媒循環用配管7が並列に連結される。供給配管31および戻り配管33は、図示しない冷媒循環機に連結される。   FIG. 3 is a view showing an example in which a plurality of refrigerant circulation pipes 7 are connected in parallel. In the example shown in FIG. 3, one ends of the plurality of refrigerant circulation pipes 7 arranged at predetermined intervals in the direction orthogonal to the pipe axis direction are respectively connected to the branch pipes 31 a branched from the supply pipe 31. The other end is connected to the branch pipe 33 a branched from the return pipe 33. Thus, the plurality of refrigerant circulation pipes 7 are connected in parallel. The supply pipe 31 and the return pipe 33 are connected to a refrigerant circulator (not shown).

図3に示すように複数の冷媒循環用配管7を並列に連結した場合、S103で、凍結冷媒は、図示しない冷媒循環機から矢印A2に示すように供給配管31および枝管31aを介して冷媒循環用配管7に流入する。そして、矢印B2に示すように枝管33aおよび戻り配管33を介して図示しない冷媒循環機に戻る。   When a plurality of refrigerant circulation pipes 7 are connected in parallel as shown in FIG. 3, the frozen refrigerant is supplied from the refrigerant circulator (not shown) through the supply pipe 31 and the branch pipe 31a as shown by arrow A2 in S103. It flows into the circulation pipe 7. Then, as shown by the arrow B2, the refrigerant circulation machine returns to the refrigerant circulator (not shown) via the branch pipe 33a and the return pipe 33.

図3に示すように並列に連結した複数の冷媒循環用配管7に凍結冷媒を同時に循環させれば、凍結範囲の全体を短時間で均一に凍結させることができる。また、枝管31aや枝管33aと一体となった治具を準備しておけば、広い範囲に多数の冷媒循環用配管7を設置した場合でも、複数の冷媒循環用配管7を供給配管31や戻り配管33に同時に接続することが可能となり、設置が容易である。   If the frozen refrigerant is simultaneously circulated through the plurality of refrigerant circulation pipes 7 connected in parallel as shown in FIG. 3, the entire freezing range can be uniformly frozen in a short time. Further, if a jig integrated with the branch pipe 31a and the branch pipe 33a is prepared, even when a large number of refrigerant circulation pipes 7 are installed in a wide range, the plurality of refrigerant circulation pipes 7 can be supplied as supply pipes 31. It becomes possible to connect simultaneously to the return pipe 33 and installation is easy.

図4は、冷媒循環用配管の他の配置例を示す図である。図4(a)に示す例では、図2(c)に示す冷媒循環用配管7を長さ1m程度にカットした冷媒循環用配管7aを、管軸方向および管軸と直交する方向に所定の間隔をおいて配置する。そして、全ての冷媒循環用配管7aを、連結配管13および連結配管13aを用いて直列に連結する。S103では、凍結冷媒は、矢印A3に示すように供給配管9から冷媒循環用配管7aに流入し、直列に連結された複数の冷媒循環用配管7a、連結配管13および連結配管13aを通り、矢印B3に示すように戻り配管11に戻る。   FIG. 4 is a view showing another arrangement example of the refrigerant circulation pipe. In the example shown in FIG. 4 (a), the refrigerant circulation pipe 7a obtained by cutting the refrigerant circulation pipe 7 shown in FIG. 2 (c) to a length of about 1 m is predetermined in the pipe axis direction and the direction orthogonal to the pipe axis. Arrange at intervals. Then, all the refrigerant circulation pipes 7a are connected in series using the connection pipe 13 and the connection pipe 13a. In S103, the frozen refrigerant flows from the supply pipe 9 into the refrigerant circulation pipe 7a as shown by arrow A3, passes through the plurality of refrigerant circulation pipes 7a connected in series, the connection pipe 13, and the connection pipe 13a, and the arrow It returns to the return piping 11 as shown to B3.

図4(b)に示す例では、図2(a)に示す冷媒循環用配管7に加えて、複数の冷媒循環用配管7bを、冷媒循環用配管7の管軸方向に所定の間隔をおいて配置する。複数の冷媒循環用配管7bは、連結配管13bにより直列に連結される。直列に連結された複数の冷媒循環用配管7bの一方の端部には供給配管9bが連結され、他方の端部には戻り配管11bが連結される。   In the example shown in FIG. 4 (b), in addition to the refrigerant circulation pipe 7 shown in FIG. 2 (a), the plurality of refrigerant circulation pipes 7b have predetermined intervals in the pipe axis direction of the refrigerant circulation pipe 7. Place. The plurality of refrigerant circulation pipes 7b are connected in series by the connection pipe 13b. The supply pipe 9b is connected to one end of the plurality of refrigerant circulation pipes 7b connected in series, and the return pipe 11b is connected to the other end.

S103では、凍結冷媒は、矢印A4に示すように供給配管9から流入して直列に連結された複数の冷媒循環用配管7や連結配管13を通り、矢印B4に示すように戻り配管11に戻る。同時に、矢印A5に示すように供給配管9bから流入して直列に連結された複数の冷媒循環用配管7bや連結配管13bを通り、矢印B5に示すように戻り配管11bに戻る。   In S103, the frozen refrigerant flows from the supply pipe 9 as shown by arrow A4, passes through the plurality of refrigerant circulation pipes 7 and connecting pipes 13 connected in series, and returns to the return pipe 11 as shown by arrow B4. . At the same time, as shown by arrow A5, it flows from the supply pipe 9b, passes through the plurality of refrigerant circulation pipes 7b and connecting pipes 13b connected in series, and returns to the return pipe 11b as shown by arrow B5.

図4の各図に示すように、凍結させたい範囲に応じて、管軸方向および管軸と直交する方向における冷媒循環用配管の設置間隔を適切に設定すれば、冷熱を有効に利用して凍結範囲を凍結させることができる。   As shown in each drawing of FIG. 4, if the installation interval of the refrigerant circulation pipe in the direction of the pipe axis and the direction orthogonal to the pipe axis is appropriately set according to the range to be frozen, cold heat is effectively utilized. The freezing range can be frozen.

図4(a)に示す例では、冷媒循環用配管7aが設置された箇所から地盤1に冷熱を伝え、連結配管13aが設置された箇所からは冷熱を伝えないことにより、凍結予定範囲3を部分的に冷却し、少ない熱量で効率的に凍結範囲を凍結させることができる。図2(a)や図3に示すように長尺の冷媒循環用配管7を用いる場合においても、管軸方向に所定の間隔をおいて冷媒循環用配管7の全周に断熱材を巻きつけ、断熱材を巻きつけた部分から地盤1に冷熱を伝えないようにすることにより、図4(a)に示す例と同様の効果が得られる。   In the example shown in FIG. 4 (a), cold heat is transmitted from the portion where the refrigerant circulation pipe 7a is installed to the ground 1, and not transmitted from the portion where the connecting pipe 13a is installed. It is possible to partially freeze and freeze the freezing range efficiently with a small amount of heat. Even when using a long refrigerant circulation pipe 7 as shown in FIG. 2 (a) and FIG. 3, a heat insulating material is wound around the entire circumference of the refrigerant circulation pipe 7 at a predetermined interval in the pipe axis direction. The effect similar to the example shown to Fig.4 (a) is acquired by making it not transmit cold heat to the ground 1 from the part which wound the heat insulating material.

第1の実施の形態の地盤改良方法では、被覆材23として敷鉄板を用いず、砕石や土砂などを用いてもよい。   In the ground improvement method according to the first embodiment, crushed stone, earth and sand, etc. may be used as the covering material 23 without using a floor plate.

次に、第2の実施の形態について説明する。第2の実施の形態では、第1の実施の形態と異なる点について説明し、同様の点については図等で同じ符号を付すなどして説明を省略する。   Next, a second embodiment will be described. In the second embodiment, points different from the first embodiment will be described, and the same points will be denoted by the same reference numerals in the drawings and the like, and the description will be omitted.

図5は、地盤改良工法のフローチャートを示す図である。図6は、冷媒循環用配管7の設置方法等を示す図である。図6(a)は被覆材35の斜視図、図6(b)は、冷媒循環用配管7と一体化した被覆材35の斜視図、図6(c)は冷媒循環用配管7および被覆材35の配置を示す図、図6(d)は、地盤1を凍結している状態を示す図である。   FIG. 5 is a view showing a flowchart of the ground improvement method. FIG. 6 is a view showing a method of installing the refrigerant circulation pipe 7 and the like. 6 (a) is a perspective view of the covering material 35, FIG. 6 (b) is a perspective view of the covering material 35 integrated with the refrigerant circulating pipe 7, FIG. 6 (c) is a refrigerant circulating pipe 7 and the covering material. FIG. 6 (d) is a view showing the arrangement of 35, and FIG. 6 (d) is a view showing a state in which the ground 1 is frozen.

以下に、第2の実施の形態の地盤改良工法について、図5に示すフローチャートに沿って説明する。第2の実施の形態の地盤改良工法では、まず、冷媒循環用配管7の設置条件を検討する(S101)。そして、地盤1の表面15に被覆材35および冷媒循環用配管7を設置する(S112)。   Below, the ground improvement method of 2nd Embodiment is demonstrated along the flowchart shown in FIG. In the ground improvement method of the second embodiment, first, the installation conditions of the refrigerant circulation pipe 7 are examined (S101). Then, the covering material 35 and the refrigerant circulation pipe 7 are installed on the surface 15 of the ground 1 (S112).

図6(a)に示すように、被覆材35は鋼製の板状の部材であり、一方の表面に所定の間隔で溝状の凹部37が設けられる。図2(b)に示すように、被覆材35の凹部37には、冷媒循環用配管7が設置される。冷媒循環用配管7は、被覆材35の凹部37に脱着可能である。   As shown in FIG. 6A, the covering material 35 is a plate-like member made of steel, and groove-like concave portions 37 are provided on one surface at predetermined intervals. As shown in FIG. 2 (b), the refrigerant circulation pipe 7 is installed in the recess 37 of the covering material 35. The refrigerant circulation pipe 7 is removable from the recess 37 of the covering material 35.

S112では、図2(b)に示すように冷媒循環用配管7と一体化された被覆材35を、図2(c)に示すように、軟弱地盤である地盤1の表面15に設置する。被覆材35は、凹部37が形成された側の面が地盤1に接するように、図6(a)、図6(b)に示す状態から上下を反転させて設置され、冷媒循環用配管7の上面8および地盤1の表面15を被覆する。   In S112, as shown in FIG. 2 (b), the covering material 35 integrated with the refrigerant circulation pipe 7 is installed on the surface 15 of the ground 1, which is a soft ground, as shown in FIG. 2 (c). The covering material 35 is installed upside down from the state shown in FIGS. 6 (a) and 6 (b) so that the surface on the side where the recess 37 is formed is in contact with the ground 1; And the surface 15 of the ground 1 are covered.

冷媒循環用配管7は、図2(a)に示すように連結配管により直列に連結してもよいし、図3に示すように枝管により並列に連結してもよい。   The refrigerant circulation pipes 7 may be connected in series by a connection pipe as shown in FIG. 2A, or may be connected in parallel by branch pipes as shown in FIG.

S112の後、冷媒循環用配管7に凍結冷媒を循環させて、凍結を開始する(S103)。凍結冷媒は、地盤1の表面15に水平方向に設置された冷媒循環用配管7の冷媒循環路17(図2(c))内を、水平方向に循環する。   After S112, the frozen refrigerant is circulated through the refrigerant circulation pipe 7 to start freezing (S103). The frozen refrigerant circulates in the horizontal direction in the refrigerant circulation path 17 (FIG. 2C) of the refrigerant circulation pipe 7 installed horizontally on the surface 15 of the ground 1.

S103で凍結冷媒の循環を開始してから所定の時間が経過した後、凍結を確認する(S104)。S104では、図6(d)に示すように、地盤1の表層部19に凍結範囲21が形成されていることを確認する。凍結を確認するタイミングや、確認方法は、第1の実施の形態のS104と同様である。   After a predetermined time has elapsed since the circulation of the freezing refrigerant was started in S103, freezing is confirmed (S104). In S104, as shown in FIG. 6 (d), it is confirmed that the freezing range 21 is formed in the surface layer 19 of the ground 1. The timing for confirming freezing and the confirmation method are the same as those in S104 of the first embodiment.

S104で凍結範囲21が凍結されていることが確認されなければ、供用を開始せずに凍結冷媒の循環を続行し、再度S104を行う。凍結範囲21が凍結されていることが確認されれば、供用を開始する(S107)。作業が終了すると、供用を終了し(S108)、凍結範囲21を融解させる(S109)。S109では、凍結冷媒の循環を停止して凍結範囲21を融解させ、冷媒循環用配管7および被覆材35を撤去して地盤1の表層部19を元の状態に戻す。   If it is not confirmed in S104 that the freezing range 21 is frozen, circulation of the freezing refrigerant is continued without starting the service, and S104 is performed again. If it is confirmed that the freezing range 21 is frozen, the service is started (S107). When the work is completed, the service is ended (S108), and the freezing range 21 is thawed (S109). In S109, the circulation of the freezing refrigerant is stopped to melt the freezing range 21, the refrigerant circulation pipe 7 and the covering material 35 are removed, and the surface portion 19 of the ground 1 is returned to the original state.

このように、第2の実施の形態では、地盤1の表面15付近に冷媒循環用配管7を水平方向に設置して凍結冷媒を水平方向に循環させることにより、地盤1の表層部19を強化するための凍結範囲21を短期間で形成することができ、地盤1のトラフィカビリティが向上し、重機等の転倒防止のための地耐力が確保できる。また、凍結範囲21の融解と冷媒循環用配管7および被覆材35の撤去により、作業後に地盤1を容易に現状復旧することができる。   Thus, in the second embodiment, the refrigerant circulation pipe 7 is installed horizontally in the vicinity of the surface 15 of the ground 1 to circulate the frozen refrigerant in the horizontal direction, thereby strengthening the surface portion 19 of the ground 1 The freezing range 21 to be formed can be formed in a short time, the trafficability of the ground 1 can be improved, and the ground resistance for preventing overturning of heavy machinery etc. can be secured. In addition, by melting the freezing range 21 and removing the refrigerant circulation pipe 7 and the covering material 35, it is possible to easily restore the ground 1 after the operation.

第2の実施の形態では、被覆材35と冷媒循環用配管7とを一体化することにより、地盤1の表面15付近に被覆材35と冷媒循環用配管7とを同時に設置し、撤去できる。また、冷媒循環用配管7を被覆材35に脱着可能とすれば、使用後に冷媒循環用配管7を取り外して転用することが可能である。さらに、鋼製の被覆材35の凹部37に冷媒循環用配管7を配置することにより、被覆材35の熱伝導効果によって冷媒循環用配管7から被覆材35を介して地盤1に冷熱を効率よく伝えることができる。   In the second embodiment, the covering material 35 and the refrigerant circulation pipe 7 can be simultaneously installed and removed near the surface 15 of the ground 1 by integrating the covering material 35 and the refrigerant circulation pipe 7. Further, if the refrigerant circulation pipe 7 can be desorbed to the covering material 35, it is possible to remove the refrigerant circulation pipe 7 after use and divert it. Furthermore, by disposing the refrigerant circulation pipe 7 in the concave portion 37 of the coating 35 made of steel, cooling heat can be efficiently transferred from the refrigerant circulation pipe 7 to the ground 1 via the coating 35 due to the heat conduction effect of the coating 35 I can tell.

なお、第2の実施の形態では、板状の被覆材35に設けられた凹部37に冷媒循環用配管7を配置したが、孔部に冷媒循環用配管7を配置してもよい。図7は、孔部43を有する被覆材41を用いた例を示す図である。図7(a)は、冷媒循環用配管7と一体化した被覆材41の斜視図、図7(b)は、地盤1を凍結している状態を示す図である。   In the second embodiment, the refrigerant circulation pipe 7 is disposed in the recess 37 provided in the plate-like covering material 35. However, the refrigerant circulation pipe 7 may be disposed in the hole. FIG. 7 is a view showing an example in which the covering material 41 having the hole 43 is used. FIG. 7A is a perspective view of the covering material 41 integrated with the refrigerant circulation pipe 7, and FIG. 7B is a view showing a state in which the ground 1 is frozen.

図7(a)に示すように、被覆材41は鋼製の板状の部材であり、厚み49方向のほぼ中央に、所定の間隔をおいて孔部43が設けられる。被覆材41の孔部43には、冷媒循環用配管7が設置される。すなわち、被覆材41は、冷媒循環用配管7の外周の全面を被覆する。冷媒循環用配管7は、被覆材41の孔部43に脱着可能である。   As shown in FIG. 7A, the covering material 41 is a plate-like member made of steel, and a hole 43 is provided substantially at the center in the thickness 49 direction at a predetermined interval. The refrigerant circulation pipe 7 is installed in the hole 43 of the covering material 41. That is, the covering material 41 covers the entire surface of the outer periphery of the refrigerant circulation pipe 7. The refrigerant circulation pipe 7 is detachable from the hole 43 of the covering material 41.

S112では、図7(b)に示すように、冷媒循環用配管7と一体化された被覆材41を、軟弱地盤である地盤1の表面15に設置する。S112では、冷媒循環用配管7が地盤1の表面15付近に設置され、被覆材41が地盤1の表面15を被覆する。冷媒循環用配管7は、図2(a)に示すように連結配管により直列に連結してもよいし、図3に示すように枝管により並列に連結してもよい。   In S112, as shown in FIG. 7B, the covering material 41 integrated with the refrigerant circulation pipe 7 is installed on the surface 15 of the ground 1 which is a soft ground. In S112, the refrigerant circulation pipe 7 is installed near the surface 15 of the ground 1, and the covering material 41 covers the surface 15 of the ground 1. The refrigerant circulation pipes 7 may be connected in series by a connection pipe as shown in FIG. 2A, or may be connected in parallel by branch pipes as shown in FIG.

図7に示す被覆材41を用いて冷媒循環用配管7と被覆材41とを一体化した場合にも、地盤1の表層部19を強化するための凍結範囲21を短期間で形成することができる等の、第2の実施の形態と同様の効果が得られる。   Even when the refrigerant circulation pipe 7 and the covering material 41 are integrated using the covering material 41 shown in FIG. 7, the freezing range 21 for strengthening the surface layer portion 19 of the ground 1 can be formed in a short time. The same effects as those of the second embodiment, such as the second embodiment, can be obtained.

第2の実施の形態や図7に示す例では、鋼製の板状材である被覆材35、被覆材41に凹部37や孔部43を設けたが、ブロック状の被覆材に凹部や孔部を設けて冷媒循環用配管7を脱着可能に配置してもよい。   In the second embodiment and the example shown in FIG. 7, the covering member 35 and the covering member 41 which are steel plate-like members are provided with the recess 37 and the hole 43, but the recess and the hole are provided in the block-like covering A part may be provided to arrange the refrigerant circulation pipe 7 in a removable manner.

また、第2の実施の形態の地盤改良方法では、凹部や孔部が設けられた被覆材を用いず、被覆材として第1の実施の形態と同様に敷鉄板を用いてもよいし、砕石や土砂を用いてもよい。   Moreover, in the ground improvement method of the second embodiment, a covering iron plate may be used as the covering material as in the first embodiment without using the covering material provided with the recess and the hole, or the crushed stone may be used. You may use earth and sand.

図8は、砕石や土砂を被覆材27として用いた例を示す図である。図8に示す各図では、S112で、被覆材27と冷媒循環用配管7を設置する。すなわち、S112で、冷媒循環用配管7を地盤1の表面15に設置した後、冷媒循環用配管7の上面8および地盤1の表面15を砕石や土砂等の被覆材27で被覆する。被覆材27として砕石や土砂を用いれば、被覆材の断熱効果により、凍結冷媒や地盤1から冷熱が逃げにくくなる。   FIG. 8 is a view showing an example in which crushed stone or soil is used as the covering material 27. As shown in FIG. In each of the drawings shown in FIG. 8, the covering material 27 and the refrigerant circulation pipe 7 are installed in S112. That is, after the refrigerant circulation pipe 7 is installed on the surface 15 of the ground 1 in S112, the upper surface 8 of the refrigerant circulation pipe 7 and the surface 15 of the ground 1 are covered with a covering material 27 such as crushed stone or soil. If crushed stone or earth and sand is used as the covering material 27, cold heat hardly escapes from the frozen refrigerant or the ground 1 due to the heat insulating effect of the covering material.

図8(b)に示す例では、被覆材27の上に敷鉄板29が設置される。図8(c)に示す例では、被覆材27の上に舗装や路盤39が設置される。敷鉄板29、舗装や路盤39は、例えば、S104とS107との間に設置される。   In the example shown in FIG. 8 (b), the base plate 29 is placed on the covering material 27. In the example shown in FIG. 8C, the pavement or the roadbed 39 is installed on the covering material 27. The floor plate 29, the pavement, and the roadbed 39 are installed, for example, between S104 and S107.

図8に示す例では、被覆材27に点線で示す凍結範囲28を形成してもよい。この場合、被覆材27の少なくとも一部に水分を含ませた土砂を用いるものとする。被覆材27の少なくとも一部を水分を含ませた土砂とするには、S112で、予め水分を含ませた土砂を被覆材27として設置する。または、S112で、土砂を被覆材27として設置した後、土砂に水を散布して水分を含ませる。これにより、S103で冷媒循環用配管7に凍結冷媒を循環させて凍結を開始すると、水分を含ませた土砂が凍結して、被覆材27にも凍結範囲28が形成される。凍結範囲28は、下方からの冷熱によって、上側が凸のアーチ形状となる。被覆材27は、凍結範囲28のアーチ効果によって、上方からの荷重に対する強度が高まる。   In the example shown in FIG. 8, the covering material 27 may have a freezing range 28 indicated by a dotted line. In this case, it is assumed that soil in which water is contained in at least a part of the covering material 27 is used. In order to make at least a part of the covering material 27 contain soil containing water, in S112, the soil containing water in advance is installed as the covering material 27. Alternatively, after the earth and sand are installed as the covering material 27 in S112, water is dispersed to the earth and sand to contain water. As a result, when the freezing refrigerant is circulated in the refrigerant circulation pipe 7 and the freezing is started in S103, the soil containing water is frozen, and the freezing range 28 is also formed on the covering material 27. The freezing range 28 has a convex arch shape on the upper side due to cold heat from the lower side. The covering material 27 has increased strength against the load from above by the arch effect of the freezing range 28.

第2の実施の形態では、改良地盤の用途を限定していないが、第1の実施の形態と同様に、軟弱地盤におけるクレーンの足場として用いてもよいし、仮設道路等として用いてもよい。例えば、図8(c)に示す例は、仮設道路としての使用に適している。また、舗装や路盤39の代わりにバラストを設置すれば、仮設の軌道に用いることができる。   In the second embodiment, the use of the improved ground is not limited, but as in the first embodiment, it may be used as a scaffold for a crane on a soft ground, or may be used as a temporary road or the like . For example, the example shown in FIG. 8C is suitable for use as a temporary road. Moreover, if a ballast is installed instead of pavement or the roadbed 39, it can be used for a temporary track.

第1および第2の実施の形態等では、冷媒循環用配管7の上面8を被覆材で被覆したが、冷媒循環用配管7の上側面に図示しない断熱層を形成し、断熱層の上面を被覆材で被覆してもよい。断熱層は、予め冷媒循環用配管7の一方の面に断熱材が貼付され、第1の実施の形態のS102や第2の実施の形態のS112で、断熱材を貼付した面が上面8となり、断熱材が貼り付けられず冷媒循環用配管7が露出する面が下面となるように冷媒循環用配管7を設置する。断熱層は、地盤と対向する面である冷媒循環用配管7の下側面よりも熱伝導性が低い材料を用いて形成される。このため、断熱層を形成することにより、冷媒循環用配管7の上側面から冷熱が逃げにくくなる。   In the first and second embodiments, the upper surface 8 of the refrigerant circulation pipe 7 is covered with the covering material, but a heat insulation layer (not shown) is formed on the upper side surface of the refrigerant circulation pipe 7 and the upper surface of the heat insulation layer is It may be coated with a coating material. In the heat insulating layer, a heat insulating material is attached in advance to one surface of the refrigerant circulation pipe 7, and the surface to which the heat insulating material is attached in S102 of the first embodiment or S112 of the second embodiment is the upper surface 8. The refrigerant circulation pipe 7 is installed so that the surface on which the refrigerant circulation pipe 7 is exposed and the heat insulating material is not attached is the lower surface. The heat insulating layer is formed using a material whose thermal conductivity is lower than that of the lower surface of the refrigerant circulation pipe 7 which is a surface facing the ground. For this reason, by forming the heat insulating layer, cold heat hardly escapes from the upper side surface of the refrigerant circulation pipe 7.

第1および第2の実施の形態のS109では、凍結冷媒の循環を停止して凍結範囲21を融解させたが、冷媒循環用配管7に凍結冷媒の代わりに温熱を循環させて、凍結範囲21の融解を促進させてもよい。これにより、地盤1の表層部19をさらに短期間で復旧できる。   In S109 of the first and second embodiments, the circulation of the freezing refrigerant is stopped and the freezing range 21 is melted, but the heating range is circulated to the refrigerant circulation pipe 7 instead of the freezing refrigerant, and the freezing range 21 is frozen. May promote the melting of Thereby, the surface layer 19 of the ground 1 can be restored in a short time.

第1および第2の実施の形態では、凍結範囲21のほぼ中央の部分の強度を大きくしたが、凍結範囲の強度の分布はこれに限らない。図9は、中央から外れた部分に、中央よりも強度の高い凍結部を形成した例を示す図である。   In the first and second embodiments, the strength of the substantially central portion of the freezing range 21 is increased, but the distribution of the strength of the freezing range is not limited thereto. FIG. 9 is a diagram showing an example in which a frozen portion higher in strength than the center is formed in a portion off the center.

図9に示す例では、被覆材35aに設けられる凹部の位置を、冷媒循環用配管7の設置間隔が中央から外れた部分で狭く、中央部分で広くなるように調整する。これにより、凍結範囲21aでは、中央から外れた部分に、中央よりも強度の高い凍結部が形成される。図9に示す例は、重機等を凍結範囲上で使用する際に、重機による荷重がかかる部分の強度を高くすることができるため、凍結範囲21aの中央から外れた部分でクレーン25aのアウトリガ45を支持する場合などに適している。   In the example shown in FIG. 9, the position of the recess provided in the covering material 35a is adjusted so that the installation interval of the refrigerant circulation pipe 7 is narrow at a portion off the center and wide at the center portion. As a result, in the freezing range 21a, a frozen part having a higher strength than the center is formed in the part off the center. In the example shown in FIG. 9, when using a heavy machine or the like in the freezing range, the strength of the portion to which the load is applied by the heavy machine can be increased, so the outrigger 45 of the crane 25a is deviated from the center It is suitable for supporting the case.

中央から外れた部分に中央よりも強度の高い凍結部を形成する方法は、上述したように冷媒循環用配管7の設置間隔を調整する方法に限らない。中央から外れた部分に配置された冷媒循環用配管7に、中央付近に配置された冷媒循環用配管7よりも低温の冷媒を循環させることにより、中央から外れた部分に中央よりも強度の高い凍結部を形成してもよい。   The method of forming a frozen portion having a strength higher than that of the center in a portion off the center is not limited to the method of adjusting the installation interval of the refrigerant circulation pipe 7 as described above. By circulating the refrigerant having a temperature lower than that of the refrigerant circulation pipe 7 disposed near the center to the refrigerant circulation pipe 7 disposed at the part deviated from the center, the part deviated from the center is stronger than the center You may form a freezing part.

また、冷媒循環用配管7の設置の向きや、冷媒循環用配管の形状は、第1および第2の実施の形態で示したものに限らない。図10は、冷媒循環用配管を設置した地盤1の断面の例を示す図である。図10(a)に示す例では、図2(c)に示す冷媒循環用配管7を、地盤1の表面15付近に、厚み方向が水平方向となるように設置する。図10(b)に示す例では、断面が円形の冷媒循環用配管47を、地盤1の表面15に水平方向に設置する。図10(a)および図10(b)に示す例においても、凍結冷媒を地盤1の表面15付近で水平方向に循環させることにより、地盤1の表層部を強化するための凍結範囲を短期間で形成することができる。   Further, the installation direction of the refrigerant circulation pipe 7 and the shape of the refrigerant circulation pipe are not limited to those shown in the first and second embodiments. FIG. 10 is a view showing an example of the cross section of the ground 1 on which the refrigerant circulation pipe is installed. In the example shown in FIG. 10A, the refrigerant circulation pipe 7 shown in FIG. 2C is installed near the surface 15 of the ground 1 so that the thickness direction is in the horizontal direction. In the example shown in FIG. 10 (b), the refrigerant circulating pipe 47 having a circular cross section is installed horizontally on the surface 15 of the ground 1. Also in the example shown in FIGS. 10 (a) and 10 (b), by circulating the frozen refrigerant horizontally in the vicinity of the surface 15 of the ground 1, the freezing range for strengthening the surface portion of the ground 1 can be shortened. Can be formed by

なお、冷却循環用配管は、地盤1との接触面積が大きいほど、凍結時間を短縮し、凍結範囲の耐力を向上させることが可能となる。したがって、冷却循環用配管の一部が、地盤1に埋設されることが望ましい。また、例えば、断面が円形の冷媒循環用配管47を用いる場合には、凍結後において、冷却循環用配管47自体の強度も利用することができる。なお、本発明では、冷却循環用配管の強度を利用せずとも、凍結地盤のみで十分な耐力を有するため、凍結範囲の供用の際には、冷媒循環用配管を撤去してもよい。   In addition, it becomes possible for the piping for cooling circulation to shorten freezing time, and to improve the yield strength of a freezing range, so that a contact area with the ground 1 is large. Therefore, it is desirable that a portion of the cooling circulation piping be buried in the ground 1. Also, for example, in the case of using the refrigerant circulation pipe 47 having a circular cross section, the strength of the cooling circulation pipe 47 itself can also be utilized after freezing. In the present invention, the refrigerant circulation pipe may be removed when the frozen area is put into service, because the frozen ground alone has a sufficient yield strength without using the strength of the cooling circulation pipe.

以上、添付図面を参照しながら、本発明の好適な実施形態について説明したが、本発明はかかる例に限定されない。当業者であれば、本願で開示した技術的思想の範疇内において、各種の変更例又は修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   Although the preferred embodiments of the present invention have been described above with reference to the accompanying drawings, the present invention is not limited to such examples. It is apparent that those skilled in the art can conceive of various modifications or alterations within the scope of the technical idea disclosed in the present application, and of course these also fall within the technical scope of the present invention. It is understood.

1………地盤
3………凍結予定範囲
5………クレーン設置個所
7、7a、7b、47………冷媒循環用配管
8………上面
9、9b、31………供給配管
11、11b、33………戻り配管
13、13a、13b………連結配管
15………表面
17………冷媒循環路
19………表層部
21、21a、28………凍結範囲
23、27、35、35a、41………被覆材
25、25a………クレーン
29………敷鉄板
31a、33a………枝管
37………凹部
39………舗装や路盤
43………孔部
45………アウトリガ
49………厚み
DESCRIPTION OF SYMBOLS 1 ...... Ground 3 ...... Planned frozen range 5 ...... Crane installation location 7, 7a, 7b, 47 ...... Refrigerant circulation piping 8 ...... Top surface 9, 9b, 31 ...... Supply piping 11 11b, 33 ......... Return piping 13, 13a, 13b ... ... Connection piping 15 ... ... Surface 17 ... ... Refrigerant circulation path 19 ... ... Surface layer 21, 21a, 28 ... ... Freezing range 23, 27, 35, 35a, 41 ...... Coating material 25, 25a ...... Crane 29 ...... Floor plate 31a, 33a ...... Branch pipe 37 ...... Recession 39 ...... Pavement or roadbed 43 ...... Hole 45 ......... Outrigger 49 ......... Thickness

Claims (12)

地盤の表面付近に、冷媒循環用配管を水平方向に設置する工程aと、
前記冷媒循環用配管に凍結冷媒を循環させて前記地盤の表層部の凍結範囲を凍結させる工程bと、
を具備することを特徴とする地盤改良工法。
Installing a refrigerant circulation pipe in the horizontal direction near the surface of the ground;
A step b of circulating a frozen refrigerant through the refrigerant circulation pipe to freeze the frozen area of the surface layer portion of the ground;
Ground improvement method characterized by having.
前記冷媒循環用配管の上面および前記地盤の表面を被覆する被覆材が配置されることを特徴とする請求項1記載の地盤改良工法。   The ground improvement construction method according to claim 1, wherein a covering material which covers an upper surface of the refrigerant circulation pipe and a surface of the ground is disposed. 前記被覆材が板状またはブロック状であり、前記被覆材の所定の箇所に凹部または孔部が設けられ、前記冷媒循環用配管が前記凹部または孔部に脱着可能に配置されることにより、前記被覆材と前記冷媒循環用配管とが一体化されることを特徴とする請求項2記載の地盤改良工法。   The covering material is plate-like or block-like, and a recess or a hole is provided at a predetermined location of the covering material, and the refrigerant circulation pipe is detachably disposed in the recess or the hole. The ground improvement method according to claim 2, wherein the covering material and the refrigerant circulation pipe are integrated. 前記被覆材の少なくとも一部が水分を含ませた土砂であり、前記冷媒循環用配管に前記凍結冷媒を循環させて前記土砂を凍結させることを特徴とする請求項2または請求項3記載の地盤改良工法。   The ground according to claim 2 or 3, wherein at least a part of the covering material is earth and sand containing water, and the frozen refrigerant is circulated in the refrigerant circulation pipe to freeze the earth and sand. Improvement method. 前記冷媒循環用配管は、冷媒循環路が設けられたアルミ押し出し成型品であることを特徴とする請求項1から請求項4のいずれかに記載の地盤改良工法。   The ground improvement construction method according to any one of claims 1 to 4, wherein the refrigerant circulation pipe is an aluminum extruded product provided with a refrigerant circulation passage. 前記工程aで、複数の前記冷媒循環用配管を、管軸方向と直交する方向に所定の間隔をおいて配置して直列に連結することを特徴とする請求項1から請求項5のいずれかに記載の地盤改良工法。   6. The method according to any one of claims 1 to 5, wherein in the step a, the plurality of refrigerant circulation pipes are arranged at predetermined intervals in a direction orthogonal to the pipe axis direction and connected in series. Ground improvement method described in. 前記工程aで、複数の前記冷媒循環用配管を、管軸方向と直交する方向に所定の間隔をおいて配置して並列に連結することを特徴とする請求項1から請求項5のいずれかに記載の地盤改良工法。   6. The method according to any one of claims 1 to 5, wherein in the step a, the plurality of refrigerant circulation pipes are arranged in parallel at predetermined intervals in a direction orthogonal to the pipe axis direction. Ground improvement method described in. 前記工程aで、複数の前記冷媒循環用配管を、管軸方向および管軸と直交する方向に所定の間隔をおいて配置することを特徴とする請求項1から請求項5のいずれかに記載の地盤改良工法。   6. The method according to any one of claims 1 to 5, wherein in the step a, the plurality of refrigerant circulation pipes are disposed at predetermined intervals in the direction of the pipe axis and in the direction orthogonal to the pipe axis. Ground improvement method. 前記冷媒循環用配管の上側面に断熱層が形成されることを特徴とする請求項1から請求項8のいずれかに記載の地盤改良工法。   The ground improvement method according to any one of claims 1 to 8, wherein a heat insulating layer is formed on the upper side surface of the refrigerant circulation pipe. 前記工程bの後、前記冷媒循環用配管に温熱を循環させて、前記凍結範囲の融解を促進させる工程cをさらに具備することを特徴とする請求項1から請求項9のいずれかに記載の地盤改良工法。   10. The method according to any one of claims 1 to 9, further comprising a step (c) of circulating heat through the refrigerant circulation pipe after the step b to promote melting of the freezing range. Ground improvement method. 前記工程bで、前記凍結範囲のうち中央から外れた部分に、中央よりも強度の高い凍結部を形成することを特徴とする請求項1から請求項10のいずれかに記載の地盤改良工法。   The ground improvement construction method according to any one of claims 1 to 10, wherein, in the step b, a frozen portion having a higher strength than the center is formed in a portion out of the center of the freezing range. 地盤の表層部を被覆する板状またはブロック状の被覆材であって、
所定の箇所に凹部または孔部が設けられ、前記地盤の表面付近に水平方向に配置される冷媒循環用配管が前記凹部または孔部に脱着可能に配置されることにより、前記冷媒循環用配管と一体化されることを特徴とする被覆材。
A plate-like or block-like covering material that covers the surface of the ground,
A recess or a hole is provided at a predetermined location, and a refrigerant circulation pipe horizontally disposed in the vicinity of the surface of the ground is detachably disposed in the recess or the hole, whereby the refrigerant circulation pipe and A covering material characterized in that it is integrated.
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