JP2023112331A - Installation method of underground heat exchanger - Google Patents

Installation method of underground heat exchanger Download PDF

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JP2023112331A
JP2023112331A JP2022014059A JP2022014059A JP2023112331A JP 2023112331 A JP2023112331 A JP 2023112331A JP 2022014059 A JP2022014059 A JP 2022014059A JP 2022014059 A JP2022014059 A JP 2022014059A JP 2023112331 A JP2023112331 A JP 2023112331A
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heat exchanger
casing
underground heat
ground
underground
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JP7412066B2 (en
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祐司 山下
Yuji Yamashita
悠都 吉田
Yuto Yoshida
英次 渡辺
Eiji Watanabe
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Fudo Tetra Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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    • Y02E10/10Geothermal energy

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Abstract

To install an underground heat exchanger with high accuracy in an efficient and inexpensive manner at, for example, large scale underground heat exchanger installation work.SOLUTION: An underground heat exchanger 5 having a continuous passage for causing a fluid to flow downward to the tip side relative to the ground surface side and upward to the ground surface side again. An installation method of the underground heat exchanger 5 includes: a heat exchanger pull-in step in which a cylindrical casing 4 which is inserted into the ground and pulled out by lifting means 3 is used to pull the underground heat exchanger 5 into the casing on the ground surface; a filler loading step in which a filler 6 is loaded into a gap between an inner periphery of the casing and the underground heat exchanger in the casing; an insertion step in which the casing 4 is inserted into the ground to a ground installation depth of the underground heat exchanger 5; and a pull-out step in which the casing 4 is pulled out and concurrently the underground heat exchanger 5 and the filler 6 in the casing are discharged from a lower end opening of the casing to be left in the ground.SELECTED DRAWING: Figure 2

Description

本発明は、地中熱を利用する場合に好適な地中熱交換器の設置方法に関する。 TECHNICAL FIELD The present invention relates to a method of installing a subterranean heat exchanger suitable for utilizing subterranean heat.

対象の地中熱交換器は、地中熱を間接的に利用するクローズドループのうち、地中に垂直に設置される垂直型に好適なものである。ここで、地中熱とは、地表から地下約200mの深さまでの地中にある熱のことで、深さ10m以深の地中温度は季節に関わらずほぼ安定していて、夏は外気温より冷たく冬は外気温より暖かい性質を持っている。次の表1は非特許文献1に開示された主な垂直型地中熱交換器に関し設置方式、名称、断面形状、配管、充填剤(以下、充填材と称する)等を一覧している。垂直型では、地下数十から百数メートルをボーリングするボアホール方式が代表的であるが、基礎杭等構造物を利用した方法も知られている。 The target underground heat exchanger is suitable for a vertical type that is installed vertically in the ground, among closed loops that indirectly utilize underground heat. Here, geothermal heat is the heat in the ground from the surface to a depth of about 200 m. It is colder and has the property of being warmer than the outside temperature in winter. Table 1 below lists installation methods, names, cross-sectional shapes, pipes, fillers (hereinafter referred to as fillers), etc. for the main vertical underground heat exchangers disclosed in Non-Patent Document 1. In the vertical type, the borehole method, in which several tens to hundreds of meters are drilled underground, is typical, but methods using structures such as foundation piles are also known.

(表1)

Figure 2023112331000002
(Table 1)
Figure 2023112331000002

ところが、ボアホール方式では、ボーリングマシンやパーカッションドリル等で形成した比較的径の小さなボアホールに地中熱交換器を挿入し、更に地中熱交換器の周囲の隙間を珪砂等の充填材により埋め戻さなければならない。基礎杭等構造物利用方式では、熱交換器と共に杭材や連壁を必須としているため地盤強度から杭材や連壁を必要としない場合は採用し難いものとなっている。 However, in the borehole method, a geothermal heat exchanger is inserted into a relatively small borehole formed by a boring machine or percussion drill, and the gap around the geothermal heat exchanger is backfilled with a filler such as silica sand. There must be. In the method of using structures such as foundation piles, since piles and continuous walls are essential along with heat exchangers, it is difficult to adopt when piles and continuous walls are not required due to the strength of the ground.

また、図5と図6は上記以外の地中熱交換器の設置方法を示している。図5は特許文献1の設置方法である。この要部は、ケーシング1の先端に、掘削刃を有する短管製の先端シュー5をシュー側の回転受動金具3とケーシング側の回転伝達金具4との結合を介して着脱可能に取り付ける。この状態で、(a)~(c)のごとくケーシング1を所望深度まで回転貫入させるケーシング貫入工程と、(d)のごとくケーシング1の内側を通して先端シュー5に採/放熱管11を連結する採/放熱管連結工程と、(e)のごとく先端シュー5及び採/放熱管11を地盤19中に残置させた状態でケーシング1を引き抜くケーシング引抜工程を経る構成である。 5 and 6 show other installation methods of the underground heat exchanger. FIG. 5 shows the installation method of Patent Document 1. FIG. This essential part is detachably attached to the tip of the casing 1 by connecting a tip shoe 5 made of a short tube having an excavating blade and a rotation receiving fitting 3 on the shoe side and a rotation transmitting fitting 4 on the casing side. In this state, a casing penetrating step of rotating and penetrating the casing 1 to a desired depth as shown in (a) to (c), and a picking step of connecting the extraction/radiation tube 11 to the tip shoe 5 through the inside of the casing 1 as shown in (d). A/radiating tube connecting process and a casing drawing process of pulling out the casing 1 with the tip shoe 5 and the collecting/radiating tube 11 left in the ground 19 as shown in (e).

図6は特許文献2の設置方法である。この要部は、(6A)のごとく地盤表層部に掘削孔23よりも大きい径の表層孔23aを形成する表層孔形成工程と、表層孔形成工程で形成された表層孔23aに筒形状の孔壁保護部材である養生管28を設置する孔壁保護材設置工程と、(6B)のごとく表層孔23aに貫入される掘削管24によって所定深度の掘削孔23を形成する掘削孔形成工程と、(6C)のごとく掘削孔23に地中熱交換器として管部材であるU字管30を建て込む管部材建て込み工程と、(6D)のごとく掘削管24を掘削孔23から引き抜く掘削管引き抜き工程と、養生管28を表層孔23aに残した状態で養生管の少なくとも一部が埋まるまで、掘削孔23に充填材40を充填する充填材充填工程とを経る構成である。 FIG. 6 shows the installation method of Patent Document 2. FIG. As shown in (6A), the main part is a surface hole forming step of forming a surface hole 23a having a diameter larger than that of the drilled hole 23 in the ground surface layer, and a cylindrical hole in the surface hole 23a formed in the surface hole forming step. A hole wall protection material installation step of installing a curing pipe 28 which is a wall protection member, and a drilling hole forming step of forming a drilling hole 23 of a predetermined depth by a drilling pipe 24 penetrating the surface hole 23a as in (6B), A pipe member erecting step of erecting a U-shaped pipe 30, which is a pipe member as an underground heat exchanger, in the excavation hole 23 as shown in (6C), and an excavation pipe extraction step of pulling out the excavation pipe 24 from the excavation hole 23 as shown in (6D). and a filler filling step of filling the excavated hole 23 with the filler 40 until at least a portion of the curing pipe is filled with the curing pipe 28 left in the surface hole 23a.

特開2011-133194号公報JP 2011-133194 A 特開2015-98966号公報JP 2015-98966 A

(株)オーム社発行の『地中熱ヒートポンプシステム』北海道大学工学研究室編、2020年10月20日(改訂2版)52~79頁、特に53頁の表"Ground Heat Pump System" published by Ohmsha Co., Ltd., Hokkaido University Engineering Laboratory, October 20, 2020 (revised 2nd edition) pp. 52-79, especially the table on page 53

図5の地中熱交換器の設置方法では、地盤中に残置される先端シューを用いるため経費増となり、ケーシングに対する先端シューの着脱操作、先端シューに対する採/放熱管の連結操作が必要となるため作業が複雑となる。また、ケーシングを引き抜いた状態で採/放熱管の周囲に形成される空隙は時間経過と共に狭まると説明されているが、充填材を投入し処理することが好ましい。 In the installation method of the underground heat exchanger shown in FIG. 5, since the tip shoe left in the ground is used, the cost increases, and the attachment and detachment operation of the tip shoe to the casing and the connection operation of the extraction/radiation pipe to the tip shoe are required. Therefore, the work becomes complicated. Also, it is explained that the gap formed around the intake/radiator tube when the casing is pulled out narrows with the lapse of time, but it is preferable to add a filler for treatment.

図6の地中熱交換器の設置方法では、表層部の崩落を防止する孔壁保護部材である養生管及びその設置作業が必要となる。また、掘削管つまりケーシングの引き抜きにより形成される掘削孔ないしは竪孔に充填材を充填する厄介な作業も必要となる。 In the installation method of the underground heat exchanger of FIG. 6, curing pipes, which are pore wall protection members for preventing the surface layer from collapsing, and installation work thereof are required. It also requires the laborious task of filling the borehole or shaft formed by the withdrawal of the borehole tube or casing.

以上の背景から、本発明の目的は、例えば、大規模の地中熱交換器設置工事において、効率的かつ安価に地中熱交換器を精度よく設置できるようにする地中熱交換器の設置方法を提供することにある。他の目的は以下の内容説明の中で明らかにする。 In view of the above background, an object of the present invention is to install a subterranean heat exchanger that can be installed efficiently and inexpensively with high accuracy, for example, in large-scale subterranean heat exchanger installation work. It is to provide a method. Other purposes will be made clear in the following description.

上記目的を達成するため請求項1の発明は、図1~図4を参照し特定すると、流体を地表側より先端側である下向きに流すと共に、再び地表側である上向きに流す連続した通路を有している地中熱交換器の設置方法において、昇降手段(3)により地中に貫入したり引き抜かれる筒状のケーシング(4又は8)を使用して、地表にて前記ケーシング内に前記地中熱交換器(5又は7)を引き入れる熱交換器吊込工程と、前記ケーシング内にあってケーシング内周と前記地中熱交換器との間の隙間に充填材(6)を投入する充填材投入工程と、前記地中熱交換器(5又は7)の地中設置深さまで前記ケーシング(4又は8)を地中に貫入する貫入工程と、前記ケーシングを引き抜きながら該ケーシング内の前記地中熱交換器(5又は7)及び前記充填材(6)を該ケーシングの下端開口から排出して地中に残置する引抜工程とを経ることを特徴としている。 In order to achieve the above-mentioned object, the invention of claim 1, referring to FIGS. 1 to 4, provides a continuous passage where the fluid flows downward, i.e., the tip side, from the ground surface side, and then flows upward, i.e., the ground surface side. In the underground heat exchanger installation method, using a cylindrical casing (4 or 8) that is penetrated or withdrawn from the ground by a lifting means (3), the above-mentioned A heat exchanger hanging step for pulling in the underground heat exchanger (5 or 7), and a filling material (6) is put into the gap between the inner circumference of the casing and the underground heat exchanger in the casing. A filling material input step, a penetration step of penetrating the casing (4 or 8) into the ground to the underground installation depth of the underground heat exchanger (5 or 7), and pulling out the casing while inside the casing The underground heat exchanger (5 or 7) and the filler (6) are discharged from the lower end opening of the casing and left in the ground.

以上の本発明は、請求項2~6に特定されるように具体化されることがより好ましい。
(ア)前記地中熱交換器が可撓性である場合、前記熱交換器吊込工程では前記ケーシングを地表上に保持してケーシング下端と地表との間に間隙を設け、該間隙より前記地中熱交換器を前記ケーシング内に引き入れる構成である(請求項2)。
(イ)前記地中熱交換器が非可撓性ないしは剛体である場合、前記熱交換器吊込工程では前記ケーシング周囲に形成される開閉可能な開口部から前記地中熱交換器をケーシング内に引き入れる構成である(請求項3)。
The above invention is more preferably embodied as specified in claims 2-6.
(A) When the underground heat exchanger is flexible, in the heat exchanger hanging step, the casing is held on the ground surface to provide a gap between the lower end of the casing and the ground surface, and the It is the structure which pulls an underground heat exchanger into the said casing (Claim 2).
(b) When the underground heat exchanger is non-flexible or rigid, in the heat exchanger hanging step, the underground heat exchanger is moved into the casing through an openable and closable opening formed around the casing. (Claim 3).

(ウ)前記地中熱交換器吊込工程では、前記ケーシングの上部に設けられてワイヤを引き出し自在に巻き付けている巻取ドラムを用いて、前記地中熱交換器を前記巻取ドラムのワイヤを介して前記ケーシング内に引き入れる構成である(請求項4)。
(エ)前記充填材投入工程は、前記引抜工程を開始する前に(具体的には前記貫入工程を開始する前、貫入工程を開始した後に前記貫入工程を終えるまでの間)前記充填材を前記ケーシング内に投入する構成である(請求項5)。
(c) In the underground heat exchanger suspending step, a winding drum provided on the upper part of the casing and on which a wire is wound so that the wire can be pulled out is used to suspend the underground heat exchanger from the wire of the winding drum. (Claim 4).
(d) In the filling material charging step, before starting the drawing step (specifically, before starting the penetration step, after starting the penetration step until finishing the penetration step) It is the structure thrown in in the said casing (Claim 5).

(オ)前記貫入工程では前記ケーシングを回転しながら又は/及び圧入や起振力を利用して貫入し、前記引抜工程では前記ケーシング内の上側に圧縮空気又は/及び液体を噴射して前記地中熱交換器及び充填材の排出を補助する構成である(請求項6)。 (E) In the penetration step, the casing is rotated or / and press-fitting or using a vibrating force to penetrate the casing, and in the withdrawal step, compressed air or / and liquid are injected to the upper side of the casing to cause the ground. It is configured to assist the discharge of the middle heat exchanger and the filler (Claim 6).

請求項1の発明では、地中熱交換器の設置方法として、必須部材が地中熱交換器と充填材のみであることから特許文献1や2に比べて経費を低減でき、設置状態で地中熱交換器が充填材で良好に覆われているため品質的にも優れている。加えて、本設置方法に用いられる施工機は、一般的な杭打機や地盤改良機を流用可能なため、地盤改良と共に実施すれば間接費用を省略したり軽減できる。 In the invention of claim 1, as a method of installing the underground heat exchanger, the essential members are only the underground heat exchanger and the filler, so the cost can be reduced compared to Patent Documents 1 and 2, and the installation state is underground. The medium heat exchanger is well covered with the filler, so the quality is also excellent. In addition, the construction machine used in this installation method can be a general pile driver or ground improvement machine, so if it is implemented together with ground improvement, indirect costs can be omitted or reduced.

請求項2の発明では、地中熱交換器が可撓性であると、熱交換器吊込工程ではケーシングを地表上に保持してケーシング下端と地表との間に間隙を設け、間隙より地中熱交換器を可撓性を利用してケーシング内に簡単に吊り上げることができる。これに対し、請求項3の発明では、地中熱交換器が非可撓性ないしは剛体であると、熱交換器吊込工程ではケーシング周囲に設けられた開閉可能な開口部から地中熱交換器をケーシング内に引き入れることも可能である。 In the invention of claim 2, when the underground heat exchanger is flexible, the casing is held on the ground surface in the heat exchanger hanging process, and a gap is provided between the lower end of the casing and the ground surface, and the ground is removed from the gap. The medium heat exchanger can be easily lifted into the casing using its flexibility. On the other hand, in the invention of claim 3, if the underground heat exchanger is non-flexible or rigid, the underground heat exchange is carried out through the openable and closable opening provided around the casing in the heat exchanger hanging process. It is also possible to pull the vessel into the casing.

請求項4の発明では、地中熱交換器吊込工程において、ケーシングの上部に設けられた巻取ドラムを用いて、地中熱交換器を巻取ドラムのワイヤを介してケーシング内に効率よく引き入れることができる。 In the invention of claim 4, in the underground heat exchanger suspending step, the winding drum provided at the top of the casing is used to efficiently insert the underground heat exchanger into the casing through the wire of the winding drum. can be drawn in.

請求項5の発明では、充填材投入工程において、貫入工程を開始する前又は前記貫入工程を行いながら充填材をケーシング内に投入するため充填材の充填不足を生じたり充填状態の偏りが生じ難くなる。 In the invention of claim 5, in the filler charging step, the filler is charged into the casing before the penetration step is started or while the penetration step is performed, so it is difficult to cause insufficient filling of the filler or bias in the filling state. Become.

請求項6の発明では、貫入工程において、ケーシングを回転しながら又は/及び圧入や起振力を利用して貫入する。引抜工程において、ケーシング内の上側に圧縮空気又は/及び液体を噴射して地中熱交換器と充填材の排出を補助する。これらは、通常の杭打機や地盤改良機を流用して容易に行うことができ、貫入及び排出作業を効率よく行うことができる。 In the sixth aspect of the invention, in the penetration step, the casing is rotated and/or is penetrated using press-fitting or vibratory force. During the extraction process, compressed air and/or liquid is injected into the upper side of the casing to assist in the evacuation of the ground heat exchanger and packing material. These can be easily carried out by using ordinary pile drivers and soil improvement machines, and can efficiently carry out penetration and discharge work.

上記地中熱交換器の設置方法に用いられる地盤改良機を示す模式図であり、(a)は全体構成を示し、(b)はケーシングの細部構成を示している。It is a schematic diagram which shows the ground improvement machine used for the installation method of the said underground heat exchanger, (a) shows the whole structure, (b) has shown the detailed structure of a casing. 本発明形態の地中熱交換器の設置方法を示す模式図であり、(a)は熱交換器吊込工程を示し、(b)は充填材投入工程を示し、(c)は貫入工程を示し、(d)は地中残置工程を示している。BRIEF DESCRIPTION OF THE DRAWINGS It is a schematic diagram which shows the installation method of the underground heat exchanger of this invention form, (a) shows a heat exchanger hanging process, (b) shows a filler input process, (c) shows a penetration process. and (d) shows an underground leaving step. (a)と(b)は上記施工装置のケーシングに地中熱交換器を引き入れる前及び引き入れ完了状態を示す模式図である。(a) and (b) are schematic diagrams showing before and after pulling the underground heat exchanger into the casing of the construction apparatus. (a)と(b)は図3のケーシングの変形例を示す模式図である。4(a) and 4(b) are schematic diagrams showing modifications of the casing of FIG. 3. FIG. 特許文献1の特開2011-133194号公報に開示の図9を示している。FIG. 9 disclosed in Japanese Unexamined Patent Application Publication No. 2011-133194 of Patent Document 1 is shown. 特許文献2の特開2015-98966号公報に開示の図6を示している。FIG. 6 disclosed in Japanese Unexamined Patent Application Publication No. 2015-98966 of Patent Document 2 is shown.

以下、本発明を適用した形態及びその変形例を図面を参照して説明する。この説明では、ケーシングを昇降する地盤改良機の構成例、地中熱交換器の設置方法、ケーシングの変形例の順に述べる。なお、図面は細部を省略したり模式化され、地中熱交換器の長さは作図上、実寸より短くなっている。 Hereinafter, embodiments to which the present invention is applied and modifications thereof will be described with reference to the drawings. In this explanation, a configuration example of a ground improvement machine for raising and lowering a casing, a method of installing a subterranean heat exchanger, and a modification of the casing will be described in this order. In addition, the drawings are simplified or the details are omitted, and the length of the underground heat exchanger is shorter than the actual size.

(地盤改良機)図1(a)の地盤改良機1は、中空管である筒状のケーシング4を昇降可能かつ回動可能に支持するための一例である。この地盤改良機1は、ベースマシン10と、ベースマシン10を介して移動可能に立設されたリーダ2と、ケーシング4をアタッチメント26の下側に支持した状態でリーダ2に沿って上下動する昇降手段3と、アタッチメント26の下側に結合された筐体27と、筐体27上に設けられてケーシング4を回動する電動モータ28と、アタッチメント26の上側に設けられてケーシング4に砂等の充填材6を投入するホッパ25と、筐体27の下側に設けられて巻取ドラム38を支持している支持板37とを備え、ケーシング4が昇降手段3により地盤に貫入されたり引き抜かれると共に、電動モータ28等により正転又は逆転される。 (Soil Improving Machine) A soil improving machine 1 shown in FIG. 1(a) is an example for supporting a cylindrical casing 4 which is a hollow tube so as to be able to move up and down and to rotate. This ground improvement machine 1 includes a base machine 10, a leader 2 erected movably via the base machine 10, and a casing 4 supported under an attachment 26, and moves up and down along the leader 2. a housing 27 coupled to the lower side of the attachment 26; an electric motor 28 provided on the housing 27 for rotating the casing 4; and a support plate 37 provided on the lower side of the housing 27 and supporting the winding drum 38. As it is pulled out, it is rotated forward or backward by the electric motor 28 or the like.

ここで、ベースマシン10は、上本体がキャタピラ11側に対し旋回可能に支持された操縦室12であり、この前方に設けられてリーダ2を受け止める受部材16と、後方荷台13に搭載された発動機14や電気架台15等を有している。リーダ2は、受部材16に枢支されると共に、3点支持用ステー17等により垂直に支持されている。リーダ2には、リーダ前側(図の右側)に設けられて両側上下方向に延設されたガイドロッド20と、両ガイドロッド20の間に設けられて上下方向に延びているラック21と、下側に設けられたケーシング振れ止め用の振止具29等を有している。 Here, the base machine 10 is a control room 12 in which the upper body is rotatably supported with respect to the caterpillar 11 side. It has a motor 14, an electric frame 15, and the like. The reader 2 is pivotally supported by a receiving member 16 and vertically supported by a three-point support stay 17 and the like. The reader 2 includes guide rods 20 provided on the front side of the reader (right side in the drawing) and extending vertically on both sides, a rack 21 provided between the guide rods 20 and extending vertically, and a lower rack. It has anti-vibration tools 29 and the like for anti-vibration of the casing provided on the side.

昇降手段3は、ガイドロッド20に嵌合された状態で上下動されるボックス22内に組み込まれてラック21と噛み合うピニオン24及びピニオン24を駆動する不図示の油圧モータ等を備え、ラック21に対するピニオン24の回動を伴ってアタッチメント26及びアタッチメント26に連結支持されたケーシング4等を一体物として昇降する。ケーシング4は、上端4a側がアタッチメント26の下内側に支持された状態で、筐体27に内蔵されたギア機構と作動連結されており、筐体27上に保持された電動モータ28が駆動されると前記ギア機構を介して正転又は逆転される。筐体27の下側には下継手部30が設けられ、また、下継手部30と下フランジ部35との間に支持板37が設けられている。 The lifting means 3 includes a pinion 24 that is incorporated in a box 22 that is moved up and down while being fitted to the guide rod 20 and that meshes with the rack 21 , and a hydraulic motor (not shown) that drives the pinion 24 . As the pinion 24 rotates, the attachment 26 and the casing 4 and the like connected to and supported by the attachment 26 are moved up and down as one unit. The upper end 4a side of the casing 4 is supported inside and below the attachment 26, and is operatively connected to a gear mechanism built in the housing 27, and the electric motor 28 held on the housing 27 is driven. and forward or reverse through the gear mechanism. A lower joint portion 30 is provided on the lower side of the housing 27 , and a support plate 37 is provided between the lower joint portion 30 and the lower flange portion 35 .

ケーシング4は、下端4bの外周に装着された掘削刃40を有している。地中熱交換器5は、図3から推察されるごとく液体等の流体を上から下向きに流す第1配管5aと、流体を下から上向きに流す第2配管5bとを下端同士を連結する継手5cにより一体化した構成である。つまり、地中熱交換器5は、上記表1にも挙げられているポリエチレン製のダブルUチューブの例である。 The casing 4 has an excavating edge 40 attached to the outer circumference of the lower end 4b. As can be inferred from FIG. 3, the underground heat exchanger 5 is a joint that connects the lower ends of a first pipe 5a through which a fluid such as a liquid flows downward and a second pipe 5b through which a fluid flows upward from the bottom. 5c is integrated. That is, the underground heat exchanger 5 is an example of a double U tube made of polyethylene, which is also listed in Table 1 above.

充填材6は、バケット等からホッパ25に投入されると、アタッチメント26からケーシング4の筒内へ自重により落下される。下継手部30には、図1(b)に示されるごとく継手部内を開閉する空気弁31と、圧縮空気を供給してケーシング4内を圧気する空気供給ノズル34とが設けられている。空気弁31は、下継手部30の内周に装着された弁本体32と、弁本体32に枢支された弁蓋33とからなる。弁蓋33は、弁本体32に対して、通常、自重により垂れ下がった開放位置にあり、空気供給ノズル34から圧縮空気が噴射されると、その空気圧により押圧されて閉弁される。但し、空気弁31の開閉機構はこれ以外の構造でもよい。なお、空気供給ノズル34は、地表側のコンプレッサに供給管を介し接続されており、必要時に所要圧力の圧縮空気を噴射できるようになっている。つまり、空気供給ノズル34は、噴射する圧縮空気圧により弁蓋33を閉状態に切り換えたり、ケーシング4内に投入される充填材6及び地中熱交換器5をケーシング4の下端4bから排出し易くする。 When the filler 6 is put into the hopper 25 from a bucket or the like, the filler 6 drops from the attachment 26 into the cylinder of the casing 4 by its own weight. As shown in FIG. 1B, the lower joint portion 30 is provided with an air valve 31 for opening and closing the inside of the joint portion, and an air supply nozzle 34 for supplying compressed air to pressurize the inside of the casing 4 . The air valve 31 comprises a valve body 32 mounted on the inner circumference of the lower joint portion 30 and a valve cover 33 pivotally supported on the valve body 32 . The valve cover 33 is normally in an open position hanging down by its own weight with respect to the valve main body 32, and when compressed air is injected from the air supply nozzle 34, the valve cover 33 is pressed by the air pressure to close the valve. However, the opening/closing mechanism of the air valve 31 may have a structure other than this. The air supply nozzle 34 is connected to a compressor on the ground surface side through a supply pipe so that compressed air of a required pressure can be injected when necessary. That is, the air supply nozzle 34 can switch the valve cover 33 to the closed state by the compressed air pressure to be injected, and easily discharge the filling material 6 and the underground heat exchanger 5 put into the casing 4 from the lower end 4b of the casing 4. do.

一方、支持板37は、ワイヤ39を引き出し可能に巻き付けている巻取ドラム38を保持している。巻取ドラム38から引き出されたワイヤ39は、下フランジ部35の内側に設けられたガイド部材36を通ってケーシング4の筒内中央に導入され、また、ワイヤ39の引出端に連結されたホルダ45を有している。ホルダ45は、地中熱交換器5の上端部を着脱可能に連結する部材であり、地中熱交換器の形状等に応じて変更される。また、ホルダ45は、地中熱交換器5の2組を着脱可能に支持、つまり2組の各配管5a,5bの上端を着脱可能に連結する穴部等を有している。この各配管5a,5bの着脱は地表側の操作部により行えるようになっている。 On the other hand, the support plate 37 holds a winding drum 38 on which a wire 39 is wound so as to be pulled out. A wire 39 pulled out from a winding drum 38 is introduced into the center of the cylinder of the casing 4 through a guide member 36 provided inside the lower flange portion 35, and a holder connected to the lead end of the wire 39. 45. The holder 45 is a member that detachably connects the upper end portion of the underground heat exchanger 5, and is changed according to the shape of the underground heat exchanger. Moreover, the holder 45 detachably supports two sets of the underground heat exchangers 5, that is, has holes or the like for detachably connecting the upper ends of the two sets of pipes 5a and 5b. Attachment and detachment of the pipes 5a and 5b can be performed by an operation unit on the ground surface side.

(設置方法)次に、以上の地盤改良機1を用いて、地中熱交換器5の地中への設置方法について図2と図3を参照し説明する。すなわち、この設置方法では、ケーシング4内に地中熱交換器5を引き入れる熱交換器吊込工程、ケーシング4内に充填材6を投入する充填材投入工程、地中熱交換器5の地中設置深さまでケーシング4を地中に貫入するケーシング貫入工程、ケーシング4を引き抜きながら地中熱交換器5及び充填材6をケーシング4から排出して地中に残置する地中残置工程を順に行う構成である。 (Installation Method) Next, a method for installing the underground heat exchanger 5 in the ground using the soil improvement machine 1 will be described with reference to FIGS. 2 and 3. FIG. That is, in this installation method, there are a heat exchanger hanging step of drawing the underground heat exchanger 5 into the casing 4, a filler charging step of charging the filler 6 into the casing 4, and an underground heat exchanger 5 underground. A configuration in which a casing penetrating step of penetrating the casing 4 into the ground to the installation depth and an underground leaving step of discharging the underground heat exchanger 5 and the filler 6 from the casing 4 while pulling out the casing 4 and leaving them in the ground are sequentially performed. is.

詳述する。熱交換器吊込工程では、地中熱交換器5が変形自在ないしは可撓性の場合だと、ケーシング4を昇降手段3により図3(a)のごとく地表上に吊り上げて地表との間に所定の間隔を保つ。その状態から、地表側の操作によりホルダ45を巻取ドラムのワイヤ39を介してケーシング下端4bより引き出す。そして、地中熱交換器5を構成している第1配管5a及び第2配管5bの各上端部をホルダ45の対応穴部に装着する。そして、この例では、ワイヤ39が巻取ドラム38にて巻き上げられることにより、図2(a)と図3(b)のごとく2組の地中熱交換器が同時にケーシング下端開口よりケーシング内に引き入れられる。 I will elaborate. In the heat exchanger hoisting process, if the underground heat exchanger 5 is deformable or flexible, the casing 4 is lifted above the ground surface by the elevating means 3 as shown in FIG. Keep a certain distance. From this state, the holder 45 is pulled out from the lower end 4b of the casing through the wire 39 of the winding drum by manipulating the ground surface side. Then, the upper end portions of the first pipe 5 a and the second pipe 5 b that constitute the underground heat exchanger 5 are attached to the corresponding holes of the holder 45 . In this example, the wire 39 is wound up by the winding drum 38, so that two sets of underground heat exchangers are simultaneously inserted into the casing from the opening at the lower end of the casing as shown in FIGS. 2(a) and 3(b). be drawn in.

充填材投入工程では、充填材6をホッパ5からケーシング4内に投入し、ケーシング4の内周にあって地中熱交換器5との間に形成される空間ないしは隙間に充填材6を満たすようにする。この工程はケーシング4を地盤に貫入する前に行われる。また、この例では、ケーシング4が下端開口を開閉する蓋体を有していないため、図2(b)に示されるごとくケーシング4を地表まで下降して下端開口を地表面で塞ぐようにしてから、充填材6をケーシング4内に投入する。 In the filler charging step, the filler 6 is charged from the hopper 5 into the casing 4, and the space or gap formed between the inner circumference of the casing 4 and the underground heat exchanger 5 is filled with the filler 6. make it This step is performed before the casing 4 is penetrated into the ground. In this example, since the casing 4 does not have a lid for opening and closing the lower end opening, the casing 4 is lowered to the ground surface to cover the lower end opening with the ground surface as shown in FIG. 2(b). Then, the filling material 6 is put into the casing 4 .

ケーシング貫入工程では、ケーシング4が電動モータ28等を介して正回転されると共に、昇降手段3により目的の深さまで下降される。この場合は、ケーシング4がバイブロハンマ等の起振力により貫入される構成でもよい。 In the casing penetration step, the casing 4 is rotated forward by the electric motor 28 and the like, and lowered to the target depth by the lifting means 3 . In this case, the casing 4 may be penetrated by vibrating force such as a vibrating hammer.

地中残置工程では、図2(d)のごとく地中熱交換器5及び充填材6をケーシング4の下端開口から排出しながら昇降手段3により地表の所定高さまで引き抜かれる。この引き抜き過程では、空気噴射ノズル34からケーシング4内の上側に圧縮空気を噴射して(液体を噴射ノズル34から噴射してもよい)地中熱交換器5及び充填材6の排出を補助、つまり地中熱交換器5及び充填材6がケーシング4の下端開口から確実に排出されて地中に残置されるようにすることが好ましい。 In the underground leaving step, the underground heat exchanger 5 and the filling material 6 are pulled up to a predetermined height on the ground surface by the lifting means 3 while being discharged from the lower end opening of the casing 4 as shown in FIG. 2(d). In this extraction process, compressed air is injected from the air injection nozzle 34 to the upper side of the casing 4 (liquid may be injected from the injection nozzle 34) to assist the discharge of the underground heat exchanger 5 and the filler 6, That is, it is preferable that the underground heat exchanger 5 and the filler 6 are reliably discharged from the lower end opening of the casing 4 and left in the ground.

(作動)以上の地中熱交換器の設置方法では、まず、地中熱交換器吊込工程と充填材投入工程により地表に吊り下げられたケーシング4内に地中熱交換器5を配置したりその周囲を充填材6で覆う作業を的確に行うことができる。また、貫入工程でケーシング4を所定深さまで貫入した後、引抜工程でケーシング4の引き抜きに伴ってケーシング4内の地中熱交換器5及び充填材6を地中に排出するため施工容易となり精度よく施工することができる。換言すると、この地中熱交換器の設置方法は、必須部材が地中熱交換器5と充填材6のみであることから特許文献1や2に比べて経費を低減でき、また、設置状態で地中熱交換器5が充填材6で良好に覆われているため品質的にも優れている。しかも、本設置方法に用いられる施工機は、一般的な地盤改良機1を流用可能なため、地盤改良と共に実施すれば間接費用を省略したり軽減できる。 (Operation) In the underground heat exchanger installation method described above, first, the underground heat exchanger 5 is placed in the casing 4 suspended on the ground surface by the underground heat exchanger hanging step and the filling material charging step. It is possible to accurately perform the work of covering the surroundings of the base with the filling material 6. - 特許庁In addition, after the casing 4 is penetrated to a predetermined depth in the penetration process, the underground heat exchanger 5 and the filler 6 in the casing 4 are discharged into the ground as the casing 4 is pulled out in the extraction process, which makes construction easier and accuracy. It can be constructed well. In other words, in this underground heat exchanger installation method, the essential members are only the underground heat exchanger 5 and the filler 6, so the cost can be reduced compared to Patent Documents 1 and 2, and in the installed state Since the underground heat exchanger 5 is satisfactorily covered with the filler 6, the quality is excellent. Moreover, since the general ground improvement machine 1 can be used as the construction machine used in this installation method, indirect costs can be omitted or reduced by implementing the ground improvement together.

加えて、この設置方法では、地中熱交換器5が形態例のごとく可撓性であると、熱交換器吊込工程ではケーシング4を地表上に保持してケーシング下端4bと地表との間に間隙を設け、間隙より地中熱交換器を可撓性を利用してケーシング内に簡単に吊り上げることができる。また、地中熱交換器吊込工程において、ケーシング4の上部に設けられた巻取ドラム38を用いて、地中熱交換器5を巻取ドラムのワイヤ39を介してケーシング4内に効率よく引き入れることができる。更に、充填材投入工程において、ケーシングの貫入工程を開始する前にケーシング内に投入するため充填材の充填不足を生じたり充填状態の偏りが生じ難くなる。但し、充填材投入工程は、引抜工程を開始する前であればよく、貫入工程を開始する前、貫入工程を終えるまでに行うようにしてもよい。 In addition, in this installation method, if the underground heat exchanger 5 is flexible as in the embodiment, the casing 4 is held on the ground surface in the heat exchanger hanging process, and the space between the casing lower end 4b and the ground surface is maintained. A gap is provided in the casing, and the underground heat exchanger can be easily lifted into the casing through the gap by utilizing its flexibility. In the underground heat exchanger suspension process, the winding drum 38 provided on the upper part of the casing 4 is used to efficiently load the underground heat exchanger 5 into the casing 4 through the wire 39 of the winding drum. can be drawn in. Furthermore, in the filling material charging process, since the filling material is charged into the casing before the casing penetration process is started, it is difficult for the filling material to be insufficiently filled or the filling state to be biased. However, the filling material charging step may be performed before starting the drawing step, and may be performed before starting the intruding step or before finishing the intruding step.

(地中熱交換器の変形例)この変形例は、地中熱交換器7が非可撓性ないしは剛体であると、熱交換器吊込工程では地中熱交換器をケーシング下端開口からケーシング内に引き込むことが難しいのでその対策の一例を図4に模式的に示したものである。 (Modification of underground heat exchanger) In this modification, if the underground heat exchanger 7 is non-flexible or rigid, the underground heat exchanger is moved from the lower end opening of the casing to the casing in the heat exchanger hanging process. Since it is difficult to pull it inside, one example of the countermeasure is schematically shown in FIG.

すなわち、図4において、ケーシング8は、ヒンジ8aで左右方向へ開閉可能に連結された半体8A,8Bで構成されている。熱交換器吊込工程では、半体8A,8Bをヒンジ8aを支点として左右に離間し、間に形成される開口部8bから地中熱交換器7をホルダ46及びワイヤ39で吊り上げながら半体8A,8B同士の内側に引き入れた後、図4(b)のごとく半体8A,8B同士をバンド状の締結具8cで閉状態に保つ。また、地中熱交換器7は、上記表1のスパイラルチューブを想定したものであり、第1配管7aがスパイラル形状、第2配管7bが直線形状となっている。なお、図4ではケーシング下端側の掘削刃等を省略している。 That is, in FIG. 4, the casing 8 is composed of halves 8A and 8B connected by a hinge 8a so as to be able to be opened and closed in the left-right direction. In the heat exchanger hanging process, the halves 8A and 8B are left and right separated with the hinge 8a as a fulcrum, and the underground heat exchanger 7 is lifted from the opening 8b formed therebetween by the holder 46 and the wire 39 while the halves are lifted. After the halves 8A and 8B are pulled inward, the halves 8A and 8B are kept closed by a band-like fastener 8c as shown in FIG. 4(b). The underground heat exchanger 7 is assumed to be the spiral tube shown in Table 1 above, and the first pipe 7a has a spiral shape and the second pipe 7b has a linear shape. It should be noted that the excavating blade and the like on the lower end side of the casing are omitted in FIG.

この構成では、ワイヤ39の引出端が二股39aに分かれてホルダ46の上面側に連結されている。ホルダ46は、地中熱交換器7を構成している第1配管7a及び第2配管7bの上端部を着脱可能に連結する部材であり、各配管7a,7bの上端を着脱可能に連結する穴部等を有している。この各配管7a,7bの着脱は地表側の操作部により行えるようになっている。 In this configuration, the lead-out end of the wire 39 is bifurcated 39 a and connected to the upper surface of the holder 46 . The holder 46 is a member that detachably connects the upper ends of the first pipe 7a and the second pipe 7b that constitute the underground heat exchanger 7, and detachably connects the upper ends of the pipes 7a and 7b. It has holes and the like. Attachment and detachment of each of the pipes 7a and 7b can be performed by an operation unit on the ground surface side.

なお、以上の形態例や各変形例は本発明を何ら制約するものではない。本発明は、各請求項で特定される技術要素を備えておればよく、細部は必要に応じて種々変更したり変形可能なものである。その一例として、地中熱交換器としてはシングルチューブ、二重管、更にそれらに類似の管構成である。充填材としては珪砂、豆砂利、セメント、ソイルセメント、更にそれらに類似の材料構成である。 It should be noted that the above embodiment examples and modifications do not limit the present invention in any way. The present invention only needs to include the technical elements specified in each claim, and the details can be variously changed or modified as necessary. Examples include single tube, double tube, and similar tube configurations for underground heat exchangers. Fillers include silica sand, pea gravel, cement, soil cement, and similar materials.

1・・・・・・・・地盤改良機
2・・・・・・・・リーダー
3・・・・・・・・昇降手段
4・・・・・・・・ケーシング(4aは上端、4bは下端)
5・・・・・・・・地中熱交換器(5aは第1配管、5bは第2配管)
5c・・・・・・・継手
6・・・・・・・・充填材
7・・・・・・・・地中熱交換器(7aは第1配管、7bは第2配管)
8・・・・・・・・ケーシング(8A,8Bは半体、8aはヒンジ)
34・・・・・・・空気供給ノズル
38・・・・・・・巻取ドラム
39・・・・・・・ワイヤ
40・・・・・・・掘削刃
45・・・・・・・ホルダ
46・・・・・・・ホルダ
1 ・・・・・・・・Soil improvement machine 2 ・・・・・・・・ Leader 3 ・・・・・・・・ Elevating means 4 ・・・・・・・・ Casing (4a is the upper end, 4b is lower end)
5 ..... Underground heat exchanger (5a is the first pipe, 5b is the second pipe)
5c Joint 6 Filler 7 Underground heat exchanger (7a is the first pipe, 7b is the second pipe)
8 ..... Casing (8A, 8B are halves, 8a is hinge)
34 Air supply nozzle 38 Winding drum 39 Wire 40 Excavating blade 45 Holder 46......Holder

Claims (6)

流体を地表側より先端側である下向きに流すと共に、再び地表側である上向きに流す連続した通路を有している地中熱交換器の設置方法において、
昇降手段により地中に貫入したり引き抜かれる筒状のケーシングを使用して、
地表にて前記ケーシング内に前記地中熱交換器を引き入れる熱交換器吊込工程と、
前記ケーシング内にあってケーシング内周と前記地中熱交換器との間に形成される隙間に充填材を投入する充填材投入工程と、
前記地中熱交換器の地中設置深さまで前記ケーシングを地中に貫入する貫入工程と、
前記ケーシングを引き抜きながら該ケーシング内の前記地中熱交換器及び前記充填材を該ケーシングの下端開口から排出して地中に残置する引抜工程と
を経ることを特徴とする地中熱交換器の設置方法。
In a method for installing a subterranean heat exchanger having a continuous passage through which the fluid flows downward, i.e., the tip side, from the ground surface side, and then flows upward, i.e., the ground surface side,
Using a cylindrical casing that is penetrated and withdrawn from the ground by lifting means,
A heat exchanger hanging step of pulling the underground heat exchanger into the casing on the ground surface;
A filler charging step of charging a filler into a gap formed between the inner periphery of the casing and the underground heat exchanger in the casing;
a penetration step of penetrating the casing into the ground to a depth of underground installation of the underground heat exchanger;
A subterranean heat exchanger characterized by passing through a pulling step of pulling out the casing and discharging the underground heat exchanger and the filler in the casing from the lower end opening of the casing and leaving them in the ground. Installation method.
前記地中熱交換器は可撓性であり、前記熱交換器吊込工程では前記ケーシングを地表上に保持してケーシング下端と地表との間に間隙を設け、該間隙より前記地中熱交換器を前記ケーシングの下端開口より該ケーシング内に引き入れることを特徴とする請求項1に記載の地中熱交換器の設置方法。 The underground heat exchanger is flexible, and in the heat exchanger hanging step, the casing is held on the ground surface to provide a gap between the lower end of the casing and the ground surface, and the underground heat exchange is performed through the gap. 2. The method of installing a subterranean heat exchanger according to claim 1, wherein the vessel is pulled into the casing from the opening at the lower end of the casing. 前記地中熱交換器は非可撓性ないしは剛体であり、前記熱交換器吊込工程では前記ケーシング周囲に形成される開閉可能な開口部から前記地中熱交換器をケーシング内に引き入れることを特徴とする請求項1に記載の地中熱交換器の設置方法。 The underground heat exchanger is a non-flexible or rigid body, and in the heat exchanger hanging step, the underground heat exchanger is pulled into the casing from an openable and closable opening formed around the casing. The installation method of the underground heat exchanger according to claim 1. 前記地中熱交換器吊込工程では、前記ケーシングの上部に設けられてワイヤを引き出し自在に巻き付けている巻取ドラムを用いて、前記地中熱交換器を前記巻取ドラムのワイヤを介して前記ケーシング内に引き入れることを特徴とする請求項1から3の何れかに記載の地中熱交換器の設置方法。 In the underground heat exchanger suspending step, a winding drum provided on the upper part of the casing and winding a wire so that the wire can be pulled out is used to suspend the underground heat exchanger through the wire of the winding drum. The installation method of the underground heat exchanger according to any one of claims 1 to 3, wherein the underground heat exchanger is pulled into the casing. 前記充填材投入工程では、前記引抜工程を開始する前に前記充填材を前記ケーシング内に投入することを特徴とする請求項1から4の何れかに記載の地中熱交換器の設置方法。 5. The method of installing a subterranean heat exchanger according to claim 1, wherein in the filling material charging process, the filling material is charged into the casing before starting the drawing process. 前記貫入工程では前記ケーシングを回転しながら又は/及び圧入や起振力を利用して貫入し、前記引抜工程では前記ケーシング内の上側に圧縮空気又は/及び液体を噴射して前記地中熱交換器及び充填材の排出を補助することを特徴とする請求項1から5の何れかに記載の地中熱交換器の設置方法。 In the penetration step, the casing is rotated or / and press-fitting or using an exciting force to penetrate, and in the withdrawal step, compressed air or / and liquid are injected to the upper side of the casing to perform the underground heat exchange. 6. The method of installing an underground heat exchanger according to any one of claims 1 to 5, wherein the discharge of the vessel and the filling material is assisted.
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JPH01263312A (en) * 1988-04-13 1989-10-19 Hazama Gumi Ltd Deep well building method and bag mounting device used therefor
JPH0238617A (en) * 1988-07-29 1990-02-08 Hazama Gumi Ltd Gravel drain pile and execution thereof
JPH0841851A (en) * 1994-08-01 1996-02-13 Daikei Kogyo Kk Soil improvement method and device thereof
JP2007218024A (en) * 2006-02-20 2007-08-30 Kazuyoshi Moroki Device and method for installing heat exchange tube utilizing underground heat
JP2013145072A (en) * 2012-01-13 2013-07-25 Asahi Kasei Construction Materials Co Ltd Method for laying heat collection pipe and excavation tool for laying
JP2015113876A (en) * 2013-12-10 2015-06-22 株式会社サムシング Underground material burying method
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* Cited by examiner, † Cited by third party
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JPH01223212A (en) * 1988-03-01 1989-09-06 Fudo Constr Co Ltd Deep well installation method
JPH01263312A (en) * 1988-04-13 1989-10-19 Hazama Gumi Ltd Deep well building method and bag mounting device used therefor
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JPH0841851A (en) * 1994-08-01 1996-02-13 Daikei Kogyo Kk Soil improvement method and device thereof
JP2007218024A (en) * 2006-02-20 2007-08-30 Kazuyoshi Moroki Device and method for installing heat exchange tube utilizing underground heat
JP2013145072A (en) * 2012-01-13 2013-07-25 Asahi Kasei Construction Materials Co Ltd Method for laying heat collection pipe and excavation tool for laying
JP2015113876A (en) * 2013-12-10 2015-06-22 株式会社サムシング Underground material burying method
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